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Palm Engineering Construction Company Inc; 2017-10-18; PWS17-134TRAN
RECORDED REQUESTED BY CITY OF CARLSBAD AND WHEN RECORDED PLEASE MAIL TO: City Clerk City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 DOC# 2018-0528524 1111111111111111111111111111111111111 lllil lllll lllll 111111111111111111 Dec 26, 2018 04:39 PM OFFICIAL RECORDS Ernest J Dronenburg, Jr., SAN DIEGO COUNTY RECORDER FEES. $0 00 (SB2 Atkins $0 00) PAGES 1 Space above this line for Recorder's use. PARCEL NO: NOTICE OF COMPLETION Notice is hereby given that: 1. The undersigned is owner of the interest or estate stated below in the property hereinafter described. 2. The full names of the undersigned are City of Carlsbad, a municipal corporation and Carlsbad Municipal Water District (CMWD), a municipal corporation. 3. The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California 92008. 4. The nature of the title of the undersigned is: In fee. 5. A work or improvement on the property hereinafter described was completed on Sept. 11, 2018. 6. The name of the contractor for such work or improvement is Palm Engineering Construction Company, Inc. 7. The property on which said work or improvement was completed is in the City of Carlsbad, County of San Diego, State of California, and is described as follows: Project No. 6014/6053, Encina Discharge Channel Bridge Railing Improvements. 8. The street address of said property is on Carlsbad Blvd. in the City of Carlsbad. CITY OF CARLSBAD/CARLSBAD MUNICIPAL WATER DISTRICT ., ecutive Manager VERIFICATION OF CITY CLERK/ SECRETARY I, the undersigned, say: I am the City Clerk/ Secretary of the City of Carlsbad/ Carlsbad Municipal Water District, 1200 Carlsbad Village Drive, Carlsbad, California, 92008; the City Manager/ Executive Manager of said City/ Board on {JQc.._, IJ , 20____liL, accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on f:1...c... / 9 , 20 l'i?, at Carlsbad, California. CITY OF CARLSBAD/CARLSBAD MUNICIPAL WATER DISTRICT \ 1c~«.n1'-Y!~ ~ARBARA ENGLESON v-City Clerk/ Secretary Q \Public Works\PW Common\CAPITAL-ACTIVE\6014 and 6053 Encina Discharge Channel Bridge Railing\NOC (Public and Private) -revised 2018-11-14.doc CITY OF CARLSBAD AND CARLSBAD MUNICIPAL WATER DISTRICT ACCEPTANCE OF PUBLIC IMPROVEMENTS COMPLETION OF PUBLIC IMPROVEMENTS Palm Engineering Construction Company, Inc. has completed the contract work required for Project No. 6014/6053, Encina Discharge Channel Bridge Railing Improvements. City forces have inspected the work and found it to be satisfactory. The work consisted of: IMPROVEMENTS (Specify if City or CMWD) Bridge improvements (city), including removal and reinstallation of waterline (CMWD) VALUE $1,006,336 CERTIFICATION OF COMPLETION OF IMPROVEMENTS CITY MANAGER'S/EXECUTIVE MANAGER'S ACCEPTANCE OF PUBLIC IMPROVEMENTS The construction of the above described contract is deemed complete and hereby accepted. The City Clerk or Secretary to the Board of Directors is hereby authorized to record the Notice of Completion and release the bonds in accordance with State Law and City Ordinances. The City of Carlsbad and Carlsbad Municipal Water District are hereby directed to commence maintaining the above described improvements. ~1~ /,)'//, 1J ~ Scott Chad~ City Manager I Executive Manager Date APPROVED AS TO FORM: CELIA BREWER, City Attorney Q\Public Works\PW Common\CAPITAL-ACTIVE\6014 and 6053 Encina Discharge Channel Bridge Railing\API (Public Works)-revised 2018-08-01.doc Project: 6014 / 6053, Encina Discharge Channel Bridge Railing Improvements Change Order No. 5 (FINAL) CITY OF CARLSBAD CONTRACT CHANGE ORDER NO. 5 (FINAL} PROJECT: Encina Discharge Channel Bridge Railing Improvements, Project No. 6014 / 6053 CONTRACT NO. 6014 / 6053 ACCOUNT NO. 30070009060/605319066 39270049060/601429066 39270049060/605339066 CONTRACTOR: Palm Engineering Construction Company, Inc. ADDRESS: 4211 Ponderosa Ave., Ste. C San Diego, CA 92123 P.O. NO. P135244 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 or his/her designee. Pursuant to Section 3 of the General Provisions of this contract, perform the following: Item 1 : Construction of seven (7) additional concrete barrier posts on the west side of the bridge. Increase to contract cost. ................................................................. $6,377.36 I Project: 6014 / 6053, Encina Discharge Channel Bridge Railing Improvements Change Order No. 5 (FINAL) TOTAL INCREASE TO CONTRACT COST ................................................... $6,377.36 TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL NOT BE INCREASED AS A RESULT OF THIS CHANGE ORDER. RECOMMENDED BY: APPROVED AS TO FORM: ~9 DISTRIBUTION: \o \~ l i {DATE) PROJECT FILE (ORIGINAL), PURCHASING, CONTRACTOR Jo/11//g {DATE) lo//t,/8 (DATE) (DATE) Project: 6014 / 6053, Encina Discharge Channel Bridge Railing Improvements Change Order No. 4 CITY OF CARLSBAD CONTRACT CHANGE ORDER NO. 4 PROJECT: Encina Discharge Channel Bridge Railing Improvements, Project No. 6014 / 6053 CONTRACT NO. 6014 / 6053 ACCOUNT NO. 30070009060/605319066 39270049060/601429066 39270049060/605339066 CONTRACTOR: Palm Engineering Construction Company, Inc. ADDRESS: 4211 Ponderosa Ave., Ste. C San Diego, CA 92123 P.O. NO. P135244 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 or his/her designee. Pursuant to Section 3 of the General Provisions of this contract, perform the following: Item 1 : Per Change Order No. 1, Item 1, the project federal funding requires the contractor to train two (2) apprentices or trainees during the construction of the project. Per the contract, the City of Carlsbad reimburses 80 cents per hour of training under the approved training program. The contractor performed 540 hours of apprentice training that are to be reimbursed, per the contract. Increase to contract cost. .................................................................... $432.00 Item 2 : Weld fence posts to brackets on the west side guardrail, per the direction of the design engineer. Increase to contract cost. ................................................................. $2,684.59 Project: 6014 / 6053, Encina Discharge Channel Bridge Railing Improvements Change Order No. 4 Item 3 : Decrease Bid Item No. 51, R&R 4" PVC Service to Aquafarm, by $8,000. The 4" service was only required to be removed. Credit for restoring the line. Decrease to contract cost. .............................................................. ($8,000.00) Item 4 : Credit for the installation of the Bioclean catch basin filter at the storm drain inlet. The Bioclean unit for catch basin #1 was revised per RFI 25. Decrease to contract cost. .............................................................. ($2,000.00) TOTAL DECREASE TO CONTRACT COST ................................................. ($6,883.41) TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL NOT BE INCREASED AS A RESULT OF THIS CHANGE ORDER. RECOMMENDED BY: APPROVED AS TO FORM: N){)J a~ CITY ATTORNEY f DISTRIBUTION: r foATE) 1-'f. 18 (DATE) ( ATE) PROJECT FILE (ORIGINAL), PURCHASING, CONTRACTOR APPROVED BY: 1 /\,'L--- CONTRACTOR ~~ 7/,;2 Ilg' (DATE) 7/tc /tf (DATE) ( (t, !JB (DATE) TABLE OF CONTENTS Item Page Notice Inviting Bids.................................................................................................................. 7 Contractor's Proposal............................................................................................................... 11 Equal Employment Opportunity Certifications.......................................................................... 19 Public Contract Code............................................................................................................... 20 Noncollusion Affidavit............................................................................................................... 22 Debarment and Suspension Certification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Nonlobbying Certification for Federal-Aid Contracts................................................................. 24 Bid Security Form.................................................................................................................... 36 Bidder's Bond To Accompany Proposal................................................................................... 37 Guide For Completing the "Designation of Subcontractor and Amount of Subcontractor's Bid Items" and "Designation of Owner Operator/Lessor and Amount of Owner Operator/Lessor Work" Forms............................................................................................ 45 Designation of Subcontractor and Amount of Subcontractor's Bid Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 Designation of Owner Operator/Lessor and Amount of Owner Operator/Lessor Work . . . . . . . . . . . . 48 Bidder's Statement of Financial Responsibility......................................................................... 49 Bidder's Statement of Technical Ability and Experience........................................................... 50 Bidder's Certificate of Insurance for General Liability, Employers' Liability, Automotive Liability and Workers' Compensation....................................................................................... 51 Bidder's Statement of Re Debarment....................................................................................... 52 Bidder's Disclosure of Discipline Record . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53 Contract Public Works.............................................................................................................. 55 Labor and Materials Bond........................................................................................................ 61 Faithful Performance/Warranty Bond....................................................................................... 63 Optional Escrow Agreement for Surety Deposits In Lieu of Retention...................................... 65 I\ •ii Revised 12/26/13 City of Carlsbad Project Nos. 6016 & 6053 Page 2 of 168 Pages Part 1 Section 1 1-1 1-2 1-3 Section 2 2-3 2-4 2-5 2-9 2-10 Section 3 3-3 3-4 3-5 Section 4 4-1 4-2 Section 5 5-1 5-4 5-6 Section 6 6-1 6-2 6-6 6-7 6-8 6-9 Section 7 7-3 7-4 7-5 7-7 7-8 7-10 7-13 7-15 7-16 7-18 7-19 7-20 SUPPLEMENTAL PROVISIONS General Provisions Terms, Definitions, Abbreviations, Units of Measure, and Symbols General .............................................................................................................. 68 Terms and Definitions ........................................................................................ 68 Abbreviations ..................................................................................................... 69 Scope and Control of the Work Subcontracts ...................................................................................................... 70 Contract Bonds .................................................................................................. 70 Plans and Specifications .................................................................................... 71 Surveying ........................................................................................................... 72 Authority of the Board and the Engineer ............................................................ 73 Changes In Work &~~~ ......................................................................................................... ~ Changed Conditions .......................................................................................... 7 4 Disputed Work ................................................................................................... 75 Control of Materials Materials and Workmanship ............................................................................... 78 Materials Transportation, Handling and Storage ................................................ 78 Utilities Location ............................................................................................................. 79 Relocation .......................................................................................................... 79 Cooperation ....................................................................................................... 79 Prosecution, Progress and Acceptance of the Work Construction Schedule and Commencement of the Work .................................. 79 Prosecution of the Work ..................................................................................... 80 Delays and Extensions of Time .......................................................................... 80 Time of Completion ............................................................................................ 81 Completion, Acceptance, and Warranty ............................................................. 81 Liquidated Damages .......................................................................................... 81 Responsibilities of the Contractor Liability Insurance .............................................................................................. 82 Workers' Compensation Insurance .................................................................... 82 Permits .............................................................................................................. 82 Cooperation and Collateral Work ....................................................................... 84 Project Site Maintenance ................................................................................... 85 Safety ................................................................................................................ 85 Laws To Be Observed ....................................................................................... 85 Prevailing Wage ................................................................................................. 85 Public Safety .................................................................................................... 105 Buy America Requirements ............................................................................. 107 Removal of Asbestos and Hazardous Substances ........................................... 107 Subcontractor and DBE Records ..................................................................... 107 -~ ~J Revised 12/26/13 City of Carlsbad Project Nos. 6016 & 6053 Page 3 of 168 Pages 7-22 7-23 7-24 7-25 Section 9 9-3 9-4 Section 10 Part 2 Section 200 200-2 Section 201 201-1 201-2 201-3 201-10 Section 203 203-5 203-6 Section 204 204-1 Section 206 206-1 206-6 206-7 206-8 Section 210 210-1 Section 213 213-5 213-6 Section 214 214-6 Section 215 215-1 PART3 Performance of Disadvantaged Business Enterprises ...................................... 108 Subcontracting ................................................................................................. 109 Prompt Progress Payment to Subcontractors .................................................. 109 Prompt Payment of Withheld Funds to Subcontractors .................................... 109 Measurement and Payment Payment .......................................................................................................... 110 Bid Items .......................................................................................................... 111 Federal Requirements for Federal-Aid Construction Project ............................ 117 Construction Materials Rock Materials Untreated Base Materials ................................................................................. 134 Concrete, Mortar and Related Materials Portland Cement Concrete .............................................................................. 135 Reinforcement for Concrete ............................................................................ 135 Expansion Joint Filler and Joint Sealants ........................................................ 136 Concrete Anchors ........................................................................................... 137 Bituminous Materials Slurry Seal ....................................................................................................... 137 Asphalt Concrete ............................................................................................. 138 Lumber and Treatment With Preservatives Lumber and Plywood ....................................................................................... 139 Miscellaneous Metal Items Structural Steel, Rivets, Bolts, Pins, and Anchor Bolts ..................................... 139 Chain Link Fence ............................................................................................. 139 Traffic Signs ..................................................................................................... 139 Light Gage Steel Tubing and Connectors ........................................................ 141 Paint and Protective Coatings Paint ................................................................................................................ 143 Engineering Geosynthetics Geotextiles and Geogrids ................................................................................. 143 Erosion Control Specialties .............................................................................. 143 Traffic Striping, Curb and Pavement Markings, and Pavement Markers Reflective Pavement Markers .......................................................................... 144 Fencing Environmental Fencing .................................................................................... 144 Construction Methods Section 300 Earthwork 300-3 Structure Excavation and Backfill ..................................................................... 145 ...... ~J Revised 12/26/13 City of Carlsbad Project Nos. 6016 & 6053 Page 4 of 168 Pages 300-5 300-9 Section 301 301-1 Section 302 302-3 302-4 302-5 302-14 Section 303 303-1 303-5 303-9 303-10 Section 304 304-3 Section 306 306-3 306-6 306-13 Section 314 314-1 314-2 314-4 314-5 PART6 Borrow Excavation ........................................................................................... 145 Geotextiles For Erosion Control and Water Pollution Control. .......................... 145 Subgrade Preparation, Treated Materials, and Placement of Base Materials Subgrade Preparation ...................................................................................... 146 Roadway Surfacing General ........................................................................................................... 14 7 Slurry Seal Surfacing ....................................................................................... 147 Asphalt Concrete Pavement ............................................................................ 148 Asphalt Pavement Repairs and Remediation ................................................... 148 Concrete and Masonry Construction. Concrete Structures ......................................................................................... 149 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways ........................................................................ 150 Concrete Removal ........................................................................................... 150 Concrete Anchors ............................................................................................ 151 Metal Fabrication and Construction Chain Link Fence ............................................................................................. 152 Open Trench Conduit Construction Trench Excavation ........................................................................................... 152 Bedding ........................................................................................................... 155 Trench Resurfacing .......................................................................................... 155 Traffic Striping, Curb and Pavement Markings, and Pavement Markers General ............................................................................................................ 156 Removal of Traffic Striping and Curb and Pavement Markings ....................... 156 Application of Traffic Striping and Curb and Pavement Markings ..................... 156 Pavement Markers ........................................................................................... 157 Temporary Traffic Control Section 600 Access 600-1 General ............................................................................................................ 158 600-4 Street Closures, Detours, Barricades ............................................................... 158 Section 602 602-1 602-2 602-3 Section 603 603-1 603-2 Section 604 604-1 604-2 604-3 Temporary Traffic Pavement Markers General ............................................................................................................ 161 Temporary Pavement Markers ......................................................................... 161 Channelizers .................................................................................................... 161 Temporary Traffic Signing General ............................................................................................................ 162 Maintenance of Temporary Traffic Signs .......................................................... 162 Temporary Railing (Type K) and Crash Cushions Temporary Railing and Crash Cushions ........................................................... 162 Appearance ..................................................................................................... 162 Manufacture of Temporary Railing ................................................................... 162 ft ~J Revised 12/26/13 City of Carlsbad Project Nos. 6016 & 6053 Page 5 of 168 Pages 604-4 604-5 PARTS Section 800 800-1 Installation of Temporary Railing ...................................................................... 163 Temporary Sand-Filled Crash Cushions .......................................................... 163 Landscape and Irrigation Materials Landscape Materials ........................................................................................ 165 APPENDIX A Resident Notification Example ....................................................................... 169 APPENDIX B Relevant Standard Drawings ........................................................................ 170 ft Q Revised 12/26/13 City of Carlsbad Project Nos. 6016 & 6053 Page 6 of 168 Pages CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS Until 11AM on July 12, 2017, the City shall accept sealed bids, clearly marked as such, at the Fara- day 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: The Encina Discharge Channel Bridge Railing Improvements project consists, in general, of removing bridge sidewalk and railing, constructing new sidewalk and concrete barrier with fencing, installing new water line, and performing associated road surface improvements. CONTRACT NO. 6014 7 6053 ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS This bid and the terms of the Contract Documents and Supplemental Provisions constitute an irrevo- cable 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. The work shall be performed in strict conformity with the plans 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 the Standard Specifications for Public Works Construction, 2015 Edition, hereinafter des- ignated "SSPWC" as issued by Public Works Standards, Inc., and as amended by the supplemental provisions sections of this contract. Reference is hereby made to the plans and specifications for full particulars and description of the work. 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. 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. 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 Con- tract. 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 documents which comprise the Bidder's proposal and that must be completed and properly exe- cuted including notarization where indicated are: ft f;.1DBE-02/29/2016 Contract No. 6014 & 6053 Page 7 of 168 Pages 1. Contractor's Proposal 2. Bidder's Bond 3. Noncollusion Affidavit 4. Designation of Subcontractors and Amount of Subcontractor Bid 5. Designation of Owner Operator/Lessors & Amount of Owner Operator/Lessor Work 6. Bidder's Statement of Financial Responsibility 7. Bidder's Statement of Technical Ability and Ex- perience 8. Acknowledgement of Addendum(a) 9. 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. 10. Bidder' s Statement Re Debarment 11.Bidder's Disclosure of Discipline Record 12. Escrow Agreement for Security Deposits -(op- tional, must be completed if the Bidder wishes to use the Escrow Agreement for Security) All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are approxi- mate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $760,000 {Seventy Hundred Sixty Thousand Dollars). 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 con- tractor shall state their license number, expiration date and classification in the proposal, under penalty of perjury. This invitation to bid involves federal funds. A General Engineering Contractor, license classi- fication A, is required for this project. ESCROW AGREEMENT If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of the usual 5% retention from each payment, these documents must be completed and submitted with the signed contract. The escrow agreement may not be substituted at a later date. OBTAINING PLANS AND SPECIFICATIONS Sets of plans, various supplemental provisions, and Contract documents may be obtained at the Cash- ier's Counter of the Faraday Center located at 1635 Faraday Avenue, Carlsbad, California 92008-7314, for a non-refundable fee of $ 30.00 per set. If plans and specifications are to be mailed, the cost for postage should be added. INTENT OF PLANS AND SPECIFICATIONS Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, specifi- cations 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 . . .,. '-1osE-0212e12016 Contract No. 6014 & 6053 Page 8 of 168 Pages DISADVANTAGED BUSINESS ENTERPRISES (DBE) This project has a goal of 11.25 percent disadvantaged business enterprise (DBE) participation. The City of Carlsbad affirms that in any contract entered into pursuant to this advertisement, disadvan- taged business enterprises will be afforded full opportunity to submit bids in response to this invitation. BUY AMERICA This project is subject to the "Buy America" provisions of the surface transportation assistance act of 1982 as amended by the intermodal surface transportation efficiency act of 1991. PREVAILING WAGE TO BE PAID The Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the books issued for bidding purposes entitled "Proposal and Contract," and in copies of this book that may be examined at the offices described above where project plans, special provisions, and proposal forms may be seen. Addenda to modify the Federal minimum wage rates, if necessary, will be issued to holders of "Proposal and Contract" books. Future effective general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5 of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the purposes of section 4107 and 4107.5. The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply to the Contract for work. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Prime Contractor and all subcontractors shall comply with Section 1776 of the Labor Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. PRE BID MEETING A pre-bid meeting 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. ADDENDUMS Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid. BOND AND INSURANCE REQUIREMENTS The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount ~ f..>DBE-0212912016 Contract No. 6014 & 6053 Page 9 of 168 Pages 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 1 0 ( commencing with sec- tion 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. 2017-089, adopted on the 23rd day of May, 2017. 'e /;-~ /; u/ 7 Date ~ f.1DBE-0212912016 ~~'~& eputyrk Contract No. 6014 & 6053 Page 1 0 of 168 Pages CITY OF CARLSBAD ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACTOR'S PROPOSAL City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 ~/1i(l1- ~-~.;.i.!r.s The undersigned declares he/she has carefully examined the location of the work, read the Notice Inviting Bids, examined the Plans, Specifications, Supplemental Provisions 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. 6014 & 6053 in accordance with the Plans, Specifications, Supplemental Provisions and addenda thereto and that he/she will take in full payment therefor the following unit prices for each item complete, to wit: SCHEDULE "A" BRIDGE RAILING IMPROVEMENTS Approxi- Item mate Unit No. Description Quantity Price Total and Unit A-1 Mobilization at Not to $ 65,000.00 $ 65,000.00 Sixty Five Thousand Dollars and No Cents Exceed $65,000 Dollars as a Lump Sum A-2 Storm Water Pollution Control LS $ 15,000.00 $ 15,000.00 and Erosion Control at Fifteen Thousand Dollars and No Cents Dollars as a Lump Sum A-3 Traffic Control at LS $ 40,000.00 $ 40,000.00 Forty Thousand Dollars and No Cents Dollars as a Lump Sum A-4 Sawcut Existing Pavement 312 LF $ 3.00 $ 936.00 (west) at Three Dollars and No Cents Dollars per Lineal Foot A-5 Sawcut Existing Pavement 892 LF $ 3.00 $ 2,676.00 (east) at Three Dollars and No Cents Dollars per Lineal Foot l' •+;' DBE-02/29/2016 Contract No. 6014 & 6053 Page 11 of 168 Pages Approxi- Item mate Unit No. Description Quantity Price Total and Unit 10.00 $2,550.00 A-6 Remove Existing Curb and 255 LF $ Gutter (west) at Ten Dollars and No Cents Dollars per Lineal Foot A-7 Remove Existing Curb and 460 LF $ 10.00 $4,600.00 Gutter (east) at Ten Dollars and No Cents Dollars per Lineal Foot A-8 Remove Concrete Sidewalk 2,484 SF $ 2.00 $4,968.00 (west) at Two Dollars and No Cents Dollars per Square Foot 2.00 4,512.00 A-9 Remove Concrete Sidewalk 2,256 SF $ $ (east) at Two Dollars and No Cents Dollars per Square Foot A-10 Work Platforms and Protective LS $ 20,000.00 $20,000.00 Covers at Twenty Thousand Dollars and No Cents Dollars as Lump Sum A-11 Remove Concrete Deck at 30 CY $ 250.00 $7,500.00 Two Hundred Fifty Dollars and No Cents Dollars per Cubic Yard 3,000.00 27,000.00 A-12 Structural Concrete (Bridge) at 9 CY $ $ Three Thousand Dollars and No Cents Dollars per Cubic Yard A-13 Bar Reinforcing Steel (Bridge) 2,273 LB $ 10.00 $22,730.00 at Ten Dollars and No Cents Dollars per Pound ., f.,r DBE-02/29/2016 Contract No. 6014 & 6053 Page 12 of 168 Pages Approxi- Item mate Unit No. Description Quantity Price Total and Unit A-14 Drill and Bond Dowel (Bridge) 180 LF $ 30.00 $ 5,400.00 at Thirty Dollars and No Cents Dollars per Lineal Foot A-15 Full Depth AC Pavement Re-422 SF $ 19.40 $ 8,186.80 placement (west) at Nineteen Dollars and Fort}' Cents Dollars per Square Foot A-16 Full Depth AC Pavement Re-244 SF $ 23.15 $ 5,648.60 placement (east) at Twenty Three Dollars and Fifteen Cents Dollars per Square Foot A-17 Full Depth AC Pavement and 88 SF $ 34.99 $ 3,079.12 Base Replacement (west) at Thirty Four Dollars and Ninety Nine Cents Dollars per Square Foot A-18 Full Depth AC Pavement and 892 SF $ 12.74 $ 11,364.08 Base Replacement (east) at Twelve Dollars and Seven!}'. Four Cents Dollars per Square Foot A-19 Construct Concrete Curb and 255 LF $ 35.00 $ 8,925.00 Gutter (west) at _ Thirty Five Dollars and No Cents Dollars per Lineal Foot A-20 Construct Concrete Curb and 459 LF $ 35.00 $ 16,065.00 Gutter (east) at Thirtl Five Dollars and No Cents Dollars per Lineal Foot 25.00 5,400.00 A-21 Construct Concrete Sidewalk 216 SF $ (west) at Twent}' Five Dollars and No Cents Dollars per Square Foot ~, f.+r DBE-02/29/2016 Contract No. 6014 & 6053 Page 13 of 168 Pages Approxi- Item mate Unit No. Description Quantity Price Total and Unit A-22 Construct Concrete Sidewalk 1,800 SF $ 20.00 $ 36!000.00 (east) at Twenty Dollars and No Cents Dollars per Square Foot A-23 Construct Concrete Driveway 209 SF $ 25.00 $ 5,225.00 Entrance (west) at Twenty Five Dollars and No Cents Dollars per Square Foot A-24 Reconstruct Curb Inlet (east 2 EA $ 75,000.00 $ 150,000.00 and west) at Sevent~ Five Thousand Dollars and No Cents Dollars Each A-25 Remove Chain Link Fence at 613 LF $ 12.00 $ 7,356.00 Twelve Dollars and No Cents Dollars per Lineal Foot A-26 Chain Link Fence with Barbed 219 LF $ 100.00 $ 21,900.00 Wire and Black Vinyl Cladding (west) at One Hundred Dollars and No Cents Dollars per Lineal Foot A-27 20'-Wide Chain Link Gate with 1 EA $ 5,000.00 $ 5,000.00 Barbed Wire and Black Vinyl Cladding (west) at Five Thousand Dollars and No Cents Dollars Each $ 4,000.00 4,000.00 A-28 1 0'-Wide Chain Link Gate with 1 EA $ Barbed Wire and Black Vinyl Cladding (west) at Four Thousand Dollars and No Cents Dollars Each 200.00 400.00 A-29 Shrouded Disc Padlock (for 2 EA $ $ Gates) at Two Hundred Dollars and No Cents Dollars Each {'\ -~ DBE-02/29/2016 Contract No. 6014 & 6053 Page 14 of 168 Pages Approxi- Item mate Unit No. Description Quantity Price Total and Unit A-30 Chain Link Fence with Barbed 241 LF $ 100.00 $ 24,100.00 Wire and Black Vinyl Cladding (east) at One Hundred Dollars and No Cents Dollars per Lineal Foot A-31 Metal Beam Guard Rail and 80 LF $ 60.00 $ 4,800.00 End Treatment (east) at Sixty Dollars and No Cents Dollars per Lineal Foot A-32 Construct Concrete Barrier 211 LF $ 700.00 $ 147,700.00 (Type 80SW MOD) with Side- walk (west) at Se'it'ea l::luadred Dollars aad No Ceats Dollars per Lineal Foot A-33 Construct Concrete Barrier 122 LF $ 800.00 $ 97,600.00 (Type 26 MOD) with Sidewalk and Black Vinyl Clad Railing with Barbed Wire (east) at Eight Hundred Dollars and No Cents Dollars per Lineal Foot A-34 12" Above-Grade DIP Water 156 LF $ 500.00 $ 78,000.00 Main and Appurtenances at Five Hundred Dollars and No Cents Dollars per Lineal Foot A-35 12" Buried PVC Water Main 105 LF $ 150.00 $ 15,750.00 and Appurtenances at One Hundred Fifty Dollars and No Cents Dollars per Lineal Foot A-36 12" Gate Valve at 1 EA $ 3,500.00 $ 3,500.00 Three Thousand Five Hundred Dollars and No Cents Dollars Each A-37 Structural Steel (Bridge) at 2,455 LB $ rn.oo $ 24,550.00 Ten Dollars and No Cents Dollars per Pound ~" f.~ DBE-02/29/2016 Contract No. 6014 & 6053 Page 15 of 168 Pages Approxi- Item mate Unit No. Description Quantity Price Total and Unit A-38 Pipe Roller Supports (12" Wa-10 EA $ 1,500.00 $ 15,000.00 trh Line~Jl One ousa Ive Hundred Dollars and No Cents Dollars Each A-39 Remove Existing 12" Water LS $ 5,000.00 $ 5,000.00 Main (Above-Grade and Bur- ied) at Five l'l"lettsand Elellars and Ne Gents Dollars as a Lump Sum A-40 Cut and Cap Existing 12" Wa-LS $ 2,000.00 $ 2,000.00 ter Main and Install Temporary Thrust Blocks at Twg +RQl!SaRd Qgllafs aRd Ng GeRts Dollars as a Lump Sum A-41 Temporary 2" Galvanized Steel LS $ 15,000.00 $ 15,000.00 Water High-Line Water and Ap- purtenances at Fifteen Ibo11sand Dollacs and No Cents Dollars as a Lump Sum A-42 Remove Temporary Water LS $ 3,000.00 $ 3,000.00 High-Line and Appurtenances at Three Thousand Dollars and No Cents Dollars as a Lump Sum A-43 Remove and Replace Concrete 4 LF $ 100.00 $ 400.00 Median Curb at One Hundred Dollars and No Cents Dollars per Lineal Foot A-44 Trench Resurfacing at 320 SF $ 20.00 $ 6,400.00 Twenty Dollars and No Cents Dollars per Square Foot $ 350.00 $ 350.00 A-45 Adjust Existing Water Meter to 1 EA Finish Grade at Three Hundred Fifty Dollars and No Cents Dollars Each ~, f.+r DBE-02/29/2016 Contract No. 6014 & 6053 Page 16 of 168 Pages Approxi- Item mate Unit No. Description Quantity Price Total and Unit A-46 Adjust Existing Telecom Vault 1 EA $ 1,000.00 $ 1,000.00 to Finish Grade at One Ibo11sand Dollars and l"Jo Cents Dollars Each A-47 Slurry Seal (west) at 9,870 SF $ 1.08 $ 10,659.60 One Dollar and Eight Cents Dollars per Square Foot A-48 Slurry Seal (east) at 13,110 SF $ 1.08 $ 14,158.80 One Dollar and Eight Cents Dollars per Square Foot A-49 Striping (in-kind) (west) at 765 LF $ 4.70 $ 3,595.50 Four Dollars and Sevent~ Cents Dollars per Lineal Foot A-50 Striping (in-kind) (east) at 1,380 LF $ 4.70 $ 6,486.00 Four Dollars and Seventy Cents Dollars per Lineal Foot A-51 Remove and Replace 4" PVC LS $ 10,000.00 $ 10,000.00 Service to Aquafarm Ten Thousand Dollars and No Cents Dollars as a Lump Sum A-52 Install BioClean GISB 24-24-24 2 EA $ 5,000.00 $ 10,000.00 Catch Basin Filter Insert Five Thousand Dollars and No Cents Dollars Each Total amount of bid in words for Schedule "A":. __________________ _ Nine Hundred Ninety Thousand Four Hundred Seventy One Dollars and Fifty Cents Total amount of bid in numbers for Schedule "A": $_99_0_,4_7_1._50 _______ _ Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). _________ has/have been received and is/are included in this pro- posal. ., f.,r DBE-02/29/2016 Contract No. 6014 & 6053 Page 17 of 168 Pages The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid. The Undersigned agrees that in case of default in executing the required Contract with necessary bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, the City may administratively authorize award of the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do busi- ness or act in the capacity of a contractor within the State of California, validly licensed under license number 853930 , classification A, B, C27, C10 which expires on 02/28/2019 , 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. Public Contract Code § 20104 . . , f.., DBE-02/29/2016 Contract No. 6014 & 6053 Page 18 of 168 Pages EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder Palm Engineering Construction Company, Inc. proposed subcontractor _____________________ , hereby certifies that he has_X_, has not __ , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compli- ance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Sec- retary of Labor (41 CFR 60-1.?(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1. 7(b) (1) prevents the award of contracts and subcontracts unless such contrac- tor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Depart- ment of Labor. ~, f.+i, DB E-02/29/2016 Contract No. 6014 & 6053 Page 19 of 168 Pages PUBLIC CONTRACT CODE PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has __ has not_X_ been convicted within the preceding three years of any offenses referred to in that section, in- cluding any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, di- rector, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1. Note: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No X If the answer is yes, explain the circumstances in the following space. ·~ f.+r DBE-02/29/2016 Contract No. 6014 & 6053 Page 20 of 168 Pages PUBLIC CONTRACT CODE 10232 STATEMENT In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board. Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Ques- tionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. ~, f.,r DBE-02/29/2016 Contract No. 6014 & 6053 Page 21 of 168 Pages NONCOLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 To the City of Carlsbad In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution . . , f.+r DBE-02/29/2016 Contract No. 6014 & 6053 Page 22 of 168 Pages DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager: is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against it by a court of compe- tent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exceptions in the following space. Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action. Note: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification . . , f.+;' DB E-02/29/2016 Contract No. 6014 & 6053 Page 23 of 168 Pages NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: I) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. 2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conform- ance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certi- fication shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. ~, f.,; DBE-02/29/2016 Contract No. 6014 & 6053 Page 24 of 168 Pages DISCLOSURE OF LOBBYING ACTIVITIES COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352 1. Type of Federal Action: 0 a. contract 2. Status of Federal Action: ~ a. bid/offer/application r7l Repo~ T 1 ype: L..:.J a. InitIa b. grant b. initial award c. cooperative agreement c. post-award d. loan e. loan guarantee f. loan insurance 4. Name and Address of Reporting Entity [K] Prime D Subawardee Tier ___ , if known Congressional District, if known 6. Federal Department/Agency: 8. Federal Action Number, if known: 10. a. Name and Address of Lobby Entity (If individual, last name, first name, Ml) b. material change For Material Change Only: year __ quarter ___ _ date of last report ____ _ 5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime: Palm Engineering Construction Company, Inc. 7330 Opportunity Road, Suite J San Diego, CA 92111 Congressional District, if known 7. Federal Program Name/Description: CFDA Number, if applicable ________ _ 9. Award Amount, if known: b. Individuals Performing Services (including address if different from No. 1 0a) (last name, first name, Ml) *Palm Engineering does not engage in any lobbying activities (attach Continuation Sheet(s) if necessary) 11. Amount of Payment (check all that apply) $ ______ o Actual D planned 12. Form of Payment (check all that apply): B a. cash b. in-kind; specify: nature _____ _ value ------ 13. Type of Payment (check all that apply) a. retainer b. one-time fee c. commission d. contingent fee e deferred f. other, specify ___________ _ 14. Brief Description of Services Performed or to be performed and Date(s) of Service, including officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 11: (attach Continuation Sheet(s) if necessary) 15. Continuation Sheet(s) attached: Yes D 16. Information requested through this form is authorized by Title 31 U.S.C. Section 1352. This disclosure of lobbying reliance was placed by the tier above when his transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be reported to Congress semiannually and will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Federal Use Only: Standard Form LLL Rev. 09-12-97 -~ No D Signature: _________________ _ Print Name: Rasoul {Ross) Shahbazi Title: President Telephone No.: 619-291-1495 Date: 07/12/2017 --------- Authorized for Local Reproduction Standard Form -LLL f.+r DBE-02/29/20"16 Contract No. 60"14 & 6053 Page 25 of "168 Pages INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal re- cipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional infor- mation. 1) Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action. 2) Identify the status of the covered Federal action. 3) Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change oc- curred. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action. 4) Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, sub- grants and contract awards under grants. 5) If the organization filing the report in Item 4 checks "Subawardee" then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known. 6) Enter the name of the Federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard. 7) Enter the Federal program name or description for the covered Federal action (item 1 ). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agree- ments, loans and loan commitments. 8) Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announce- ment number, the contract grant. or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001." 9) For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5. 10) (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the re- porting entity identified in item 4 to influenced the covered Federal action. (b) Enter the full names of the individual(s) performing services and include full address if different from 10 (a). Enter Last Name, First Name and Middle Initial (Ml). 11) Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumula- tive amount of payment made or planned to be made. 12) Check the appropriate box(es). Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment. 13) Check the appropriate box(es). Check all boxes that apply. If other, specify nature. 14) Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered. Include all preparatory and related ~, f.+r DBE-02/29/2016 Contract No. 6014 & 6053 Page 26 of 168 Pages activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted. 15) Check whether or not a continuation sheet(s) is attached. 16) The certifying official shall sign and date the form, print his/her name title and telephone number. Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. By my signature on this proposal I certify, under penalty of perjury under the laws of the State of California, that the foregoing questionnaire and statements of Public Contract Code Sections 10162, 10232 and 10285.1 are true and correct and that the bidder has complied with the requirements of Section 8103 of the Fair Employment and Housing Commission Regulations (Chapter 5, Title 2 of the California Administrative Code) . . , f..-, DBE-02/29/2016 Contract No. 6014 & 6053 Page 27 of 168 Pages EXHIBIT 15-G LOCAL AGENCY BIDDER DBE COMMTTMENT (CONSTRUCTION CONTRACTS) NOTE: PLEASE REFER TO INSTRUCTIONS ON THE REVERSE SIDE OF THIS FORM LOCAL AGENCY: City of Carlsbad LOCATION: Carlsbad California PROJECT DESCRJPTION: Encina Discharge Channel Bridge Railing lmgrovements TOTAL CONTRACT AMOUNT:$ 990,471.50 BID DATE: 07/12/2017 BIDDER'S NAME: Palm Engineering Construction ComQany, Inc. CONTRACT DBE GOAL: 11.25 !CONTRACT ITEM OF WORK AND DESCRIPTION IDBE CERT NO. NAME OF EACH DBE !DOLLAR AMOUNT ITTEMNO. IOR SERVICES TO BE AND EXPTRA TTON (Must be certified on the date bids loBE SUBCONTRACTED OR MATERIALS DATE lare opened -include DBE address TO BE PROVIDED (or contracted if the nnd phone number) ,bidder is a DBE) 15-18 44 47 48 Pavino 42984 Sealrioht Pavina Inc 46,710.20 1314 21 22 32 33 Steel 42683 LA Steel Services Inc 149 890.00 --------·------- -·· .. For Local Agency to Complete: $ 196,600.20 Total Claimed DBE local Agency Contract Number: Pa11icipation Federal-aid Project Numbe1c .. ----··-20 % Federal Share: Contract Award Date: Local Agency certifies that all DBE ce11ifications have been verified and 72LL~ information is complete and accurate. Signature of Bidder 07/12/2017 619-291-1495 Date (Area Code) Tel. No. Print Name Signature Date Local Agency Representative Rasoul Shahbazi, President Person to Contact (Please Type or Print) (Area Code) Telephone Number: Local Agency Bidder DBE Commitment (Construction Contracts) (Rev 6/26/09) Distribution: (1) Original -City of Carlsbad files ~-... f.J DBE-02/29/2016 Contract No. 6014 & 6053 Page 28 of 168 Pages PLEASE NOTE: This information may be submitted with your bid. If it is not, and you are the apparent low bidder or the second or third low bidder, it must be submitted and received as specified in the Special Provisions. Failure to submit the required DBE commitment will be grounds for finding the bid nonresponsive The form requires specific information regarding the construction contract: Local Agency, Location, Pro- ject Description, Total Contract Amount, Bid Date, Bidder's Name, and Contract DBE Goal. The form has a column for the Contract Item Number and Item of Work and Description or Services to be Subcontracted or Materials to be provided by DBEs. Prime contractors shall indicate all work to be performed by DBEs including, if the prime is a DBE, work performed by its own forces, if a DBE. The DBE shall provide a certification number to the Contractor and expiration date. Enter the DBE prime's and subcontractors' certification numbers.The form has a column for the Names of DBE contractors to perform the work (who must be certified on the date bids are opened and include the DBE address and phone number). IMPORTANT: Identify all DBE firms participating in the project regardless of tier. Names of the First- Tier DBE Subcontractors and their respective item(s) of work listed should be consistent, where applicable, with the names and items of work in the "List of Subcontractors" submitted with your bid. There is a column for the DBE participation dollar amount. Enter the Total Claimed DBE Participation dollars and percentage amount of items of work submitted with your bid pursuant to the Special Provi- sions. (If 100% of item is not to be performed or furnished by the DBE, describe exact portion of time to be performed or furnished by the DBE.) See Section "Disadvantaged Business Enterprise (DBE)," of the Special Provisions (construction contracts), to determine how to count the participation of DBE firms. Exhibit 15-G must be signed and dated by the person bidding. Also list a phone number in the space provided and print the name of the person to contact. Local agencies should complete the Local Agency Contract Award, Federal-aid Project Number, Federal Share, Contract Award Date fields and verify that all information is complete and accurate before signing and filing. ·~ \.~ DBE-02/29/2016 Contract No. 6014 & 6053 Page 29 of 168 Pages EXHIBIT 15-H DBE INFORMATION-GOOD FAITH EFFORTS DBE INFORMATION -GOOD FAITH EFFORTS Federal-aid Project No. STPLX-5308(016) Bid Opening Date 07/12/2017 The City of Carlsbad established a Disadvantaged Business Enterprise (DBE) goal of 11.25% for this project. The information provided herein shows that a good faith effort was made. Lowest, second lowest and third lowest bidders shall submit the following infonnation to document adequate good faith ef- forts. Bidders should submit the following information even if the ''Local Agency Bidder DBE Commitment" form indicates that the bidder has met the DBE goal. This will protect the bidder's eligibility for award of the contract if the administering agency determines that the bidder failed to meet the goal for various reasons, e.g., a DBE firm was not certified at bid open- ing, or the bidder made a mathematical error. Submittal of only the "Local Agency Bidder DBE Commitment" form may not provide sufficient documentation to demon- strate that adequate good faith efforts were made. The following items are listed in the Section entitled "Submission of DBE Commitment" of the Special Provisions: A. The names and dates of each publication in which a request for DBE participation for this project was placed by the bidder (please attach copies of advertisements or proofs of publication): Publications Dates of Advertisement N/A DBE goal met B. The names and dates of written notices sent to certified DBEs soliciting bids for this project and the dates and methods used for following up initial solicitations to detetmine with certainty whether the DB Es were interested (please attach copies of solicitations, telephone records, fax confirmations, etc.): Names of DBEs Solicited N/A DBE goal met Date of Initial Solicitation Follow Up Methods and Dates C. The items of work which the bidder made available to DBE firms including, where appropriate, any breaking down of the contract work items (including those items normally performed by the bidder with its own forces) into economically feasible units to facilitate DBE participation. It is the bidder's responsibility to demonstrate that sufficient work to facilitate DBE participation was made available to DBE firms. ~, f.., DBE-02/29/2016 Contract No. 6014 & 6053 Page 30 of 168 Pages Items of Work Bidder Normally Breakdown of Performs Item Items (YIN) Amount ($) Percentage of Contract D. The names, addresses and phone numbers of rejected DBE firms, the reasons for the bidder's rejection of the DB Es, the firms selected for that work (please attach copies of quotes from the firms involved), and the price difference for each DBE if the selected firm is not a DBE: Names, addresses and phone numbers of rejected DBEs and the reasons for the bidder's rejection of the DBEs: N/A DBE goal met Names, addresses and phone numbers of firms selected for the work above: E. Efforts made to assist interested DBEs in obtaining bonding, lines of credit or insurance, and any technical assistance or information related to the plans, specifications and requirements for the work which was provided to DBEs: F. Efforts made to assist interested DBEs in obtaining necessary equipment, supplies, materials or related assistance or services, excluding supplies and equipment the DBE subcontractor purchases or leases from the prime contractor or its affiliate: G. The names of agencies, organizations or groups contacted to provide assistance in contacting, recruiting and using DBE firms (please attach copies ofrequests to agencies and any responses received, i.e., lists, Internet page download, etc.): Name of Agency/Organization Method/Date of Contact Results ." f..-, DBE-02/29/2016 Contract No. 6014 & 6053 Page 31 of 168 Pages H. Any additional data to support a demonstration of good faith efforts (use additional sheets if necessary): N/A DBE goal met NOTE: USE ADDITIONAL SHEETS OF PAPER IF NECESSARY. ., f.., DBE-02/29/2016 Contract No. 6014 & 6053 Page 32 of 168 Pages The Undersigned bidder hereby represents as follows: 1) That no Council member, officer agent, or employee of the City of Carlsbad is personally inter- ested, 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 _a_B_id_Bo_n_d __________ (Cash, Certified Check, Bond or Cashier's Check) for ten percent ( 10%) of the amount bid. The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and agrees to comply with such provisions before com- mencing the performance of the work of this Contract and continue to comply until the contract is complete. The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative to the general prevailing rate of wages for each craft or type of worker needed to execute the Contract and agrees to comply with its provisions. By my signature on this proposal I certify, under penalty of perjury under the laws of the State of Cal- ifornia, that the foregoing questionnaire and statements of Public Contract Code Sections 10162, 10232 and 10285.1 are true and correct and that the bidder has complied with the requirements of Section 8103 of the Fair Employment and Housing Commission Regulations (Chapter 5, Title 2 of the California Administrative Code). By my signature on this proposal I further certify, under penalty of perjury under the laws of the State of California and the United States of America, that the Non- collusion Affidavit required by Title 23 United States Code, Section 112 and Public Contract Code Section 7106; and the Title 49 Code of Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct. 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 _____________________ _ ., f.fl' DBE-02/29/2016 Contract No. 6014 & 6053 Page 33 of 168 Pages IF A PARTNERSHIP, SIGN HERE: (1) Name under which business is conducted _________________ _ (2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner) (3) Place of Business _________________________ _ (Street and Number) City and State ____________________________ _ (4) Zip Code ________ Telephone No. _____________ _ (5) E-Mail _____________________ _ IF A CORPORATION, SIGN HERE: (1) Name under which business is conducted Palm Engineering Construction Company, Inc. (2) ------------------------(Signature) Rasoul (Ross) Shahbazi, President (Title) Impress Corporate Seal here (3) Incorporated under the laws of the State of _Ca_l_ifo_r_ni_a _____________ _ (4) Place of Business 7330 Opportunity Road, Suite J (Street and Number) City and State _s_a_n_D_ie_g_o_, C_A _______________________ _ (5) Zip Code _9_21_1_1 _____ _ Telephone No. 619-291-1495 --------------- (6) E-Mail ross@palmengineeringco.com NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED ., f.+r DBE-02/29/2016 Contract No. 6014 & 6053 Page 34 of 168 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: Rasoul {Ross) Shahbazi, President 100% Ownership ., f.,r DBE-02/29/2016 Contract No. 6014 & 6053 Page 35 of 168 Pages BID SECURITY FORM (Check to Accompany Bid) ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 (NOTE: The following form shall be used if check accompanies bid.) Accompanying this proposal is a *Certified *Cashier's check payable to the order of CITY OF CARLSBAD, in the sum of _________________________ _ ________________________ 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 re- quired 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.) ., f.,r DBE-02/29/2016 Contract No. 6014 & 6053 Page 36 of 168 Pages BIDDER'S BOND TO ACCOMPANY PROPOSAL ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 KNOW ALL PERSONS BY THESE PRESENTS: PALM ENGINEERING DEVELOPERS That we, CONSTRUCTION COMPANY INC. ' as Principal, and SURETY AND INDEMNITY COMPANY ' 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)TEN PERCENT OF GREATER AMOUNT BID 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: ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 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 . . , f.,; DBE-02/29/2016 Contract No. 6014 & 6053 Page 37 of 168 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 10TH day of _________ JU_L_Y_, 20 ~- PRINCIPAL: PALM ENGINEERING CONSTRUCTION COMPANY, INC. (name of Principal) By:------------- (sign here) RASOUL SHAHBAZ! (print name here) PRESIDENT (Title and Organization~ By: t \ (sign here) RASOUL SHAHBAZ! (print name here) SECRETARY (title and organization of signatory) Executed by SURETY this ___ 10_T_H __ day of JULY , 20~ SURETY: DEVELOPERS SURETY AND INDEMNITY COMPANY (name of Surety) 17771 COWAN AVENUE, SUITE 100 IRVINE CA 92614 (address of Surety) 949/263-3300 (telephone number of Surety) By: 4-{) · ch'A~ (signature of Attorney-in-Fact) MARK D. IATAROLA, ATTORNEY-IN-FACT (printed name of Attorney-in-Fact) (Attach corporate resolution showing current power of attorney.) (Proper notarial acknowledgment of execution by 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 sec- retary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: CELIA A. BREWER City Attorney By:~~ Deputy City Attorney ~, f.;, DBE-02/29/2016 Contract No. 6014 & 6053 Page 38 of 168 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On ___ 0_7~/_1_2~/2_0_1_7 ___ before me, _____ R_ic_h_a_rd_W_il_lia_m_E...,.g'----a_n'----, N_o_t_a_,_ry_P_u_b_li_c ____ _ Date Here Insert Name and Title of the Officer personally appeared ___________ R_a_so_u_l~(_Ro_s_s~) _S_h_ah_b_a_z_i _________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be tiperson~ whose namefs)@-afe- ~scribed to the within instrument and ackno~?ged to me that he csAefl:Rey executed the same in ~flerf#-te+f authorized capacityfies}, and that by~herltherrsignature } on the instrument the person(st, or the entity upon behalf of which the personfs) acted, executed the instrument. ) a RICHARD WILLIAM EGAN { z .· COMM. fl 2127463 e> ~ NOTARY PUBLIC,CALIFORNIA ~ . SAN DIEGO COUNTY .... I My £omm. Exp. Septem~ 20, 2ml Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ----------------OPTTONAL--------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ____________________________ _ Document Date: _0---'7/'----1_2_,_/_2_0_17 ______________ Number of Pages: ____ _ Signer(s) Other Than Named Above: _______________________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: Rasoul (Ross) Shahbazi IB1 Corporate Officer -Title(s): Pres. and Sec. D Partner -C: Limited General Individual Attorney in Fact Trustee Guardian or Conservator Other: _____________ _ Signer Is Representing: _________ _ Signer's Name: ____________ _ D Corporate Officer -Title(s): ______ _ D Partner -D Limited D General Individual Attorney in Fact Trustee Guardian or Conservator Other: _____________ _ Signer Is Representing: _________ _ CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 • A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of SAN DIEGO On __ 7_/_10_/2_0_1_7 ____ before me, ----=-S-'--A"-'N--=-D--'----R-=-A-'--'F-'1--=-G--=-U--=-E"--R-'--'O'-'-A-=,--'-N'--'O'-T'-'-A.CC.R--'----Y'------'-P=U=B=L'-"IC'-----___ _ Date Here Insert Name and Title of the Officer personally appeared __________ M_A_R_K_O_._I_A_T_A_R_O_L_A ___________ _ Name(e) of Signer(g) who proved to me on the basis of satisfactory evidence to be the person($) whose name(s-) is.tafe subscribed to the within instrument and acknowledged to me that he/sl'leftl'ley executed the same in his,'l'lerftl'leir authorized capacityM, and that by his/her/their signature(s) on the instrument the person~. or the entity upon behalf of which the person(s-) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature __ a_~ ____ C!..._~A---,....,--.~~i"'.-~----- Signature of Notaljl Public Place Notary Seal Above ---------------OPTIONAL--------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: _____________ Document Date: _______ _ Number of Pages: ___ Signer(s) Other Than Named Above: ____________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: MARK 0. IATAROLA Signer's Name: ____________ _ D Corporate Officer -Title(s): ______ _ D Corporate Officer -TiUe(s): ______ _ D Partner -D Limited D General D Partner -D Limited D General D Individual IZl Attorney in Fact D Individual D Attorney in Fact D Trustee D Guardian or Conservator D Trustee D Guardian or Conservator D Other: _____________ _ D Other: ______________ _ Signer Is Representing: _________ _ Signer Is Representing: ________ _ • ©2014 National Notary Association• www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725, IRVINE, CA 92623 (949) 263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each hereby make, constitute and appoint: ***Mark D. Iatarola, John G. Maloney, Helen Maloney, , Michelle M. Basuil, Glenda J. Rooney, jointly or severally*** as their true and lawful Attorney(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations, as sureties, bonds, undertakings and contracts of suretyship giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of January 1st, 2008. RESOLVED, that a combination of any two of the Chairman of the Board, the President, Executive Vice-President, Senior Vice-President or any Vice President of the corporations be, and that each of them hereby is, authorized to execute this Power of Attorney, qualifying the attorney(s) named in the Power of Attorney to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of either of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary or Assistant Secretary this 6th day of February, 2017. By~~ Daniel Young, Senior Vice-President By: Mark Lansdon, Vice-President A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On ----~F=eb~ru=a~ry~6=·~2~01~7 ____ before me, Date Lucille Raymond, Notary Public Here Insert Name and Title of the Officer personally appeared ___________________ D_a_ni_el __ Y_ou_n~g_a_nd_M_ar_k_L_an_s_do_n _________________ _ Place Notary Seal Above Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence 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 foregoing paragraph is true and correct. WITNESS my hand and official seal. CERTIFICATE The undersigned, as Secretary or Assistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA does ~~reby certify that the foregoing Power of Attorney remains in full force and has not been revoked and, furthermore, that the provisions of the resolutions of the resper,tive Boards of ':lirectors of said corporations set forth in the Power of Attorney are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, this 10TH day of JULY , 2017 . By ___ ~ ATS-1002 (02/17) FEDERAL LOBBYING RESTRICTIONS Section 1352, Title 31, United States Code prohibits Federal funds from being expended by the recip- ient or any lower tier subrecipient of a Federal-aid contract to pay for any person for influencing or attempting to influence a Federal agency or Congress in connection with the awarding of any Federal- aid contract, the making of any Federal grant or loan, or the entering into of any cooperative agree- ment. If any funds other than Federal funds have been paid for the same purposes in connection with this Federal-aid contract, the recipient shall submit an executed certification and, if required, submit a completed disclosure form as part of the bid documents. A certification for Federal-aid contracts regarding payment of funds to lobby Congress or a Federal agency is included in the Proposal. Standard Form -LLL, "Disclosure of Lobbying Activities," with instructions for completion of the Standard Form is also included in the Proposal. Signing the Proposal shall constitute signature of the Certification. The above referenced certification and disclosure of lobbying activities shall be included in each sub- contract and any lower-tier contracts exceeding $100,000. All disclosure forms, but not certifications, shall be forwarded from tier to tier until received by the Engineer. The Contractor, subcontractors and any lower-tier contractors shall file a disclosure form at the end of each calendar quarter in which there occurs any event that requires disclosure or that materially affects the accuracy of the information contained in any disclosure form previously filed by the Contractor, subcontractors and any lower-tier contractors. An event that materially affects the accuracy of the information reported includes: 1) A cumulative increase if $25,000 or more in the amount paid or expected to be paid for influ- encing or attempting to influence a covered Federal action; or 2) A change in the person(s) or individual(s) influencing or attempting to influence a covered Federal action; or 3) A change in the officer(s), employees(s), or Member(s) contacted to influence or attempt to influence a covered Federal Action . . , f.., DBE-02/29/2016 Contract No. 6014 & 6053 Page 39 of 168 Pages DISADVANTAGED BUSINESS ENTERPRISE (DBE) This project is subject to Part 26, Title 49, Code of Federal Regulations entitled "Participation by Dis- advantaged Business Enterprises in Department of Transportation Financial Assistance Programs." The Regulations in their entirety are incorporated herein by this reference. (Use the following through "J" if DBE goals are specified) Bidders shall be fully informed respecting the requirements of the Regulations and the City's Disad- vantaged Business Enterprise (DBE) program developed pursuant to the Regulations; particular attention is directed to the following matters: A. A DBE must be a small business concern as defined pursuant to Section 3 of U.S. Small Busi- ness Act and relevant regulations promulgated pursuant thereto; B. A DBE may participate as a prime contractor, subcontractor, joint venture partner with a prime or subcontractor, vendor of material or supplies, or as a trucking company; C. A DBE bidder, not bidding as a joint venture with a non-DBE, will be required to document one or a combination of the following: 1. The bidder will meet the goal by performing work with its own forces. 2. The bidder will meet the goal through work performed by DBE subcontractors, suppliers or trucking companies. 3. The bidder, prior to bidding, made adequate good faith efforts to meet the goal. D. A DBE joint venture partner must be responsible for specific contract items of work, or portions thereof. Responsibility means actually performing, managing and supervising the work with its own forces. The DBE joint venture partner must share in the capital contribution, control, man- agement, risks and profits of the joint venture. The DBE joint venturer must submit the joint venture agreement with the proposal or the DBE Information form required in the Section en- titled "Submission of DBE Information" of these special provisions; E. A DBE must perform a commercially useful function, i.e., must be responsible for the execution of a distinct element of the work and must carry out its responsibility by actually performing, managing and supervising the work; F. DBEs must be certified by either the California Department of Transportation, or by a partici- pating agency which certifies in conformance with Title 49, Code of Federal Regulations, Part 26, as of the date of bid opening. It is the Contractor's responsibility to verify that DBEs are certified. Listings of certified DBEs are available from the following sources: 1. The Caltrans DBE Directory, which is published quarterly. This Directory may be obtained from the Department of Transportation, Materiel Operations Branch, Publication Distribu- tion Unit, 1900 Royal Oaks Drive, Sacramento, California 95815, Telephone: (916) 445-3520; 2. The Caltrans Electronic Information Bulletin Board Service, which is accessible by modem and is updated weekly. The Bulletin Board may be accessed by first contacting the Caltrans ~" \.+;' DBE-02/29/2016 Contract No. 6014 & 6053 Page 40 of 168 Pages Business Enterprise Program by telephone: (916) 227-8937 and obtaining a user identifi- cation and password; 3. The Caltrans web site at http://www.dot.ca.gov/hq/bep/index.htm; G. Credit for materials or supplies purchased from DBEs will be as follows: 1. If the materials or supplies are obtained from a DBE manufacturer, 100 percent of the cost of the materials or supplies will count toward the DBE goal. A DBE manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the Contract and of the general character described by the specifications. 2. If the materials or supplies are purchased from a DBE regular dealer, 60 percent of the cost of the materials or supplies will count toward the DBE goal. A DBE regular dealer is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the Contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. To be a DBE regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. A person may be a DBE regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business as provided in this paragraph G.2. if the person both owns and operates distribution equip- ment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not DBE regular dealers within the meaning of this paragraph G.2. 3. Credit for materials or supplies purchased from a DBE which is neither a manufacturer nor a regular dealer will be limited to the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, provided the fees are reasonable and not excessive as compared with fees charged for similar services. H. Credit for DBE trucking companies will be as follows: 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible on a particular Contract, and there cannot be a con- trived arrangement for the purpose of meeting the DBE goal; 2. The DBE must itself own and operate at least one fully licensed, insured, and operational truck used on the Contract; 3. The DBE receives credit for the total value of the transportation services it provides on the Contract using trucks its owns, insures, and operates using drivers it employs; 4. The DBE may lease trucks from another DBE firm, including an owner-operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the Contract; 5. The DBE may also lease trucks from a non-DBE firm, including an owner-operator. The DBE who leases trucks from a non-DBE is entitled to credit only for the fee or commission ., f.+i DBE-02/29/2016 Contract No. 6014 & 6053 Page 41 of 168 Pages it receives as a result of the lease arrangement. The DBE does not receive credit for the total value of the transportation services provided by the lessee, since these services are not provided by a DBE; 6. For the purposes of this paragraph H, a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. I. Noncompliance by the Contractor with the requirements of the regulations constitutes a breach of this Contract and may result in termination of the Contract or other appropriate remedy for a breach of this Contract; J. Bidders are encouraged to use services offered by financial institutions owned and controlled by DBEs. (Use the following if no DBE goals are specified) It is the policy of the City that disadvantaged business enterprises (DBEs), as defined in Part 26, Title 49 CFR, shall be encouraged to participate in the performance of Contracts financed in whole or in part with Federal Funds. The Contractor should ensure that DBEs, as defined in Part 26, Ti- tle 49 CFR, have the opportunity to participate in the performance of this Contract and shall take all necessary and reasonable steps, as set forth in Part 26, Title 49 CFR, for this assurance. The Con- tractor shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of subcontracts. Failure to carry out the requirements of this paragraph shall constitute a breach of Contract and may result in termination of this Contract or other remedy the City may deem appropriate. Bidders shall be fully informed respecting the requirements of the Regulations and are urged to obtain DBE participation in this project, although there is no specific goal for DBE participation. Caltrans has engaged the services of a contractor to provide supportive services to contractors and subcontractors to assist in obtaining DBE participation on federally funded construction projects. Bid- ders and potential subcontractors should check the Caltrans website at http://www.dot.ca.gov/hq/bep to verify the current availability of this service. (Use the following section if DBE goals are specified) DBE GOAL FOR THIS PROJECT The City has established the following goal for Disadvantaged Business Enterprise (DBE) participation for this project: Disadvantaged Business Enterprise (DBE):11.25percent Caltrans has engaged the services of a contractor to provide supportive services to contractors and subcontractors to assist in obtaining DBE participation on federally funded construction projects. Bid- ders and potential subcontractors should check the Caltrans website at http://www.dot.ca.gov/hq/bep to verify the current availability of this service. (Use the following section if DBE goals are specified) SUBMISSION OF DBE INFORMATION {' •+;' DBE-02/29/2016 Contract No. 6014 & 6053 Page 42 of 168 Pages The required DBE information shall be submitted on the "LOCAL AGENCY BIDDER -DBE INFORMATION" form included in the Proposal. If the DBE information is not submitted with the bid, the DBE Information form shall be removed from the documents prior to submitting the bid. It is the bidder's responsibility to make enough work available to DBEs and to select those portions of the work or material needs consistent with the available DBEs to meet the goal for DBE participation or to provide information to establish that, prior to bidding, the bidder made adequate good faith efforts to do so. If DBE information is not submitted with the bid, the apparent successful bidder (low bidder), the second low bidder and the third low bidder shall submit DBE information to the City of Carlsbad, Purchasing Department, 1635 Faraday Avenue, Carlsbad, CA 92008, so the information is received by the City of Carlsbad no later than 4:00 p.m. on the fourth day, not including Saturdays, Sundays and legal holidays, following bid opening. DBE information sent by U.S. Postal Service certified mail with return receipt and certificate of mailing and mailed on or before the third day, not including Sat- urdays, Sundays and legal holidays, following bid opening will be accepted even if it is received after the fourth day following bid opening. Failure to submit the required DBE information by the time spec- ified will be grounds for finding the bid or proposal nonresponsive. Other bidders need not submit DBE information unless requested to do so by the City of Carlsbad. The bidder's DBE information shall establish that good faith efforts to meet the DBE goal have been made. To establish good faith efforts, the bidder shall demonstrate that the goal will be met or that, prior to bidding, adequate good faith efforts to meet the goal were made. Bidders are cautioned that even though their submittal indicates they will meet the stated DBE goal, their submittal should also include their adequate good faith efforts information along with their DBE goal information to protect their eligibility for award of the Contract in the event the City, in its review, finds that the goal has not been met. The bidder's DBE information shall include the names, addresses and phone numbers of DBE firms that will participate, with a complete description of work or supplies to be provided by each, the dollar value of each DBE transaction, and a written confirmation from the DBE that it is participating in the Contract. A copy of the DBE's quote will serve as written confirmation that the DBE is participating in the Contract. When 100 percent of a contract item of work is not to be performed or furnished by a DBE, a description of the exact portion of that work to be performed or furnished by that DBE shall be included in the DBE information, including the planned location of that work. The work that a DBE prime contractor has committed to performing with its own forces as well as the work that it has com- mitted to be performed by DBE subcontractors, suppliers and trucking companies will count toward the goal. The information necessary to establish the bidder's adequate good faith efforts to meet the DBE goal should include: A. The names and dates of each publication in which a request for DBE participation for this project was placed by the bidder. B. The names and dates of written notices sent to certified DBEs soliciting bids for this project and the dates and methods used for following up initial solicitations to determine with certainty whether the DBEs were interested. C. The items of work which the bidder made available to DBE firms, including, where appropriate, any breaking down of the Contract work items (including those items normally performed by the bidder with its own forces) into economically feasible units to facilitate DBE participation. It is the bidder's responsibility to demonstrate that sufficient work to meet the DBE goal was made available to DBE firms. D. The names, addresses and phone numbers of rejected DBE firms, the firms selected for that work, and the reasons for the bidder's choice . . , \.,r DBE-02/29/2016 Contract No. 6014 & 6053 Page 43 of 168 Pages E. Efforts made to assist interested DBEs in obtaining bonding, lines of credit or insurance, and any technical assistance or information related to the plans, specifications and requirements for the work which was provided to DBEs. F. Efforts made to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services, excluding supplies and equipment the DBE subcontractor purchases or leases from the prime contractor or its affiliate. G. The names of agencies contacted to provide assistance in contacting, recruiting and using DBE firms. H. Any additional data to support a demonstration of good faith efforts. (Use the following paragraph if DBE goals are specified) The award of the Contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed and who has met the goal for DBE participation or has demonstrated, to the satisfaction of the City, adequate good faith efforts to do so. Meeting the goal for DBE participation or demonstrating to the satisfaction of the City, adequate good faith efforts to do so is a condition for being eligible for award of Contract. ,, •,;' DBE-02/29/2016 Contract No. 6014 & 6053 Page 44 of 168 Pages GUIDE FOR COMPLETING THE "DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS" AND "DESIGNATION OF OWNER OPERATOR/LESSOR AND AMOUNT OF OWNER OPERATOR/LESSOR WORK" FORMS REFERENCES Prior to preparation of the following Subcontractor and Owner Operator/Lessor dis- closure forms Bidders are urged to review the definitions in section 1-2 of the SSPWC and of the Supplemental Provisions to this Contract especially, "Bid", "Bidder", "Contract", "Contractor", "Con- tract Price", "Contract Unit Price", "Engineer", "Subcontractor" and "Work" and the definitions in section 1-2 of the Supplemental Provisions especially "Own Organization" and "Owner Operator/Les- sor." Bidders are further urged to review sections 2-3 SUBCONTRACTS of the SSPWC and section 2-3.1 of these Supplemental Provisions. CAUTIONS These forms 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 infor- mation 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 owner operator/lessors or otherwise to be performed by forces other than the Bidder's own organization will be rejected as non-responsive. Spe- cialty 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 or Owner Operator/Lessor who the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor or Owner Operator/Lessor li- censed as a contractor by the State of California who 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 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. Bidder shall use separate disclosure forms for each Subcontractor or Owner Operator/Lessor of man- power and equipment that it proposes to use to complete the Work. Additional copies of the forms must be attached if required to accommodate the Contractor's decision to use more than one Sub- contractor or Owner Operator/Lessor. All items of information must be completely filled out. These forms 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. Neither the amount, in dollars, of work performed by the Bidder's own forces (as Contractor) nor the Bidder's overhead and profit for subcontracted items of the work is included to compute the percent- age of the work performed by Subcontractors or Owner Operators/Lessors. When the Bidder proposes that any bid item will installed by a Subcontractor or Owner Operator/Les- sor the amount, in dollars, of the bid item installed by each Subcontractor or Owner Operator/ Lessor must be entered under the columns "Amount of Subcontracted Bid Item Including Subcontractor's Overhead & Profit" or" Amount of Owner Operator/Lessor Bid Item Including Owner Operator/Lessor's Overhead & Profit " unless the dollar amount of all work performed by any Subcontractor or Owner Operator/Lessor is less than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater. If a Subcontractor or Owner Operator/Lessor installs or con- structs any portion of a bid item the entire amount of the Contract Unit Price, less the Bidder's overhead and profit, shall be multiplied by the Quantity of the bid item that the Subcontractor or Owner Opera- tor/Lessor installs to compute the amount of work so installed. ,., •+;' DBE-02/29/2016 Contract No. 6014 & 6053 Page 45 of 168 Pages 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, the Subcontractor, or the Owner Operator/Lessor, as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor or Owner Operator/Lessor 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 or Owner Operator/Lessor installing said item. The item number from the "CONTRACTOR'S PROPOSAL" (Bid Sheets) shall be entered in the "Bid Item No." column. When a Subcontractor or Owner Operator/Lessor has a Carlsbad business license the number must be entered on the form. If the Subcontractor does not have a valid business license enter "NONE" in the appropriate space. 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. When the Bidder proposes using a subcontractor or owner operator/Lessor to construct or install less than 100 percent of a bid item the Bidder shall attach an explanation sheet to the designation of sub- contractor or designation of Owner Operator/Lessor forms as applicable. The explanation sheet shall be provided by the Contractor to clearly apprise the Agency 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 and Owner Operator/Lessor amounts for purposes of award of the Contract shall determined by the City Council in conformance with the provisions of the Contract doc- uments and the Supplemental Provisions. The decision of the City Council shall be final. ., f.+;" DBE-02/29/2016 Contract No. 6014 & 6053 Page 46 of 168 Pages DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 The Bidder certifies that it has used the sub-bid of the following listed subcontractor in preparing this bid for the Work and that the listed subcontractor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts 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 than one-half of one percent (0.5%) of the Bidder's total bid 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. Full Company Name of Subcontractor: _S_ea_l_R_ig_h_t_P_a_v_in_g_,_ln_c_. _____________ _ Subcontractor's Location of Business 9053 Olive Drive -----------------------Street Address Spring Valley California 91977 City State Zip *Subcontractor's Telephone Number including Area Code: ( 619 )_4_6_5_-7_4_1_1 ______ _ *Subcontractor's California State Contractors License No. and Classification: 364113 Class C:12 *Subcontractor's Carlsbad Business License No.: Unknown ------------------ SUBCONTRACTOR'S BID ITEMS* Bid Amount of Subcontracted Amount of Work In Bid Item Bid Item Including Sub-Item Performed by Con- No. contractor's Overhead & tractor Excluding Profit Overhead & Profit A-15 $ 4,810.80 $ 8 186.80 A-16 $ 2,781.60 $ 5 648.60 A-17 $ 726.00 $3,079.12 A-18 $ 7,359.00 $11,364.08 A-44 $ 4,320.00 $ 5,401.60 Misc $ 6 950.00 $ 8,687.50 added to 15-18 A-47 $ 8 488.20 $ 10 659.60 A-48 $ 11 274.60 $ 14,158.80 Explanation: Column 1 -Bid Item No. from the bid proposal, pages 11 through 18, inclusive. Column 2 -The dollar amount of the item to be performed by the Subcontractor. Column 3 -The dollar amount of the item to be performed by Contractor's own forces. Amount of Contractor's Overhead & Profit In Bid Item $ 3,376.00 $ 2 867.00 $ 2,353.12 $ 4,005.08 $ 1,081.60 $ incorporated into 15-18 $2,171.40 $2,884.20 Column 4 -The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Sub- contractor's forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages 11 through 18, inclusive. Page _1 _ of _1_ pages of this Subcontractor Designation form * Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk required on this document may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids." l" •,;'oBE-02/29/2016 Contract No. 6014 & 6053 Page 47 of 168 Pages Unified Certification Program Page 1 of 1 Back To Query Form Thu Jul 20 11:59:00 PDT 2017 Query Criteria Firm/DBA Name: Sealright Firm Type: DBE Firm ID Firm/DBA Name Address Line1 Address Line2 City State Zip Code1 Zip Code2 Mailing Address Line1 Mailing Address Line2 Mailing City Mailing State Mailing Zip Code1 Mailing Zip Code2 Certification Type EMail Contact Name Area Code Phone Number Extension Alt Area Code Alt Phone Number Extension Fax Area Code Fax Phone Number Agency Name Counties Districts DBE NAICS ACDBE NAICS Work Codes Licenses Trucks Gender Ethnicity Firm Type ~ ~~~--~~~ 42984 SEALRIGHT PAVING INC 9053 OLIVE DRIVE SPRING VALLEY CA 91977 DBE estimating@sealrightpavinginc.com FRANK T. VASQUEZ ( 619) 465-7411 () ( 619) 465-7490 DEPARTMENT OF TRANSPORTATION 13; 19; 30; 33; 36; 37; 56; 07; 08; 11; 12; 237310; 238990; C3901 ASPHALT CONCRETE; C2602 AGGREGATE BASE; C3940 PLACE ASPHALT CONCRETE DIKE & MISC; C2201 FINISHING ROADWAY; C3930 PAVEMENT REINFORCING FABRIC; C3701 SEAL COAT; C3910 PAVING ASPHALT (ASPHALT CONCRETE); C12 Earthwork and Paving Contractor; M HISPANIC DBE Back To Query Form https://ucp.dot.ca.gov /QuerySubmit.do 7/20/2017 DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 The Bidder certifies that it has used the sub-bid of the following listed subcontractor in preparing this bid for the Work and that the listed subcontractor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts 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 than one-half of one percent (0.5%) of the Bidder's total bid 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. Full Company Name of Subcontractor: _LA __ St_e_e_l S_e_rv_i_ce_s_l_n_c ______________ _ Subcontractor's Location of Business 1760 California Ave -----------------------Street Address Corona CA 92880 City State Zip *Subcontractor's Telephone Number including Area Code: 951 393-2013 *Subcontractor's California State Contractors License No. and Classification: _9_9_8_91_7 _____ _ *Subcontractor's Carlsbad Business License No.: ------------------ SUBCONTRACTOR'S BID ITEMS* Bid Amount of Subcontracted Amount of Work In Bid Item Bid Item Including Sub-Item Performed by Con- No. contractor's Overhead & tractor Excluding Profit Overhead & Profit 13 $4,955.00 $ 22,730.00 14 $ 570.00 $ 5,400.00 21 $9,490.00 $ 5,400.00 22 $19,385.00 $ 36,300.00 32 $69,580.00 $ 5,401.60 33 $ 45,910.00 $ 147,700.00 $ $ $ $ Explanation: Column 1 -Bid Item No. from the bid proposal, pages 11 through 18, inclusive. Column 2 -The dollar amount of the item to be performed by the Subcontractor. Column 3 -The dollar amount of the item to be performed by Contractor's own forces. Amount of Contractor's Overhead & Profit In Bid Item $17,775.00 $4,830.00 $-4,090.00 $16,915.00 $ -64, 178.40 $101,790.00 $ $ Column 4 -The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Sub- contractor's forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages 11 through 18, inclusive. Page _1 _ of _1_ pages of this Subcontractor Designation form * Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk required on this document may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids_" ~~ f.,;: DBE-02/29/2016 Contract No. 6014 & 6053 Page 4 7 of 168 Pages Unified Certification Program Back To Ouerv Form Search Returned 1 Records Query Criteria Firm/DBA Name: LA Steel Services FirmT~:-~13E Firm ID Firm/DBA Name Address Line1 Address Line2 City State Zip Code1 Zip Code2 Mailing Address Line1 Mailing Address Line2 Mailing City Mailing State Mailing Zip Code1 Mailing Zip Code2 Certification Type EMail Contact Name Area Code Phone Number Extension Alt Area Code Alt Phone Number Extension Fax Area Code Fax Phone Number Agency Name Counties Districts DBE NAICS ACDBE NAICS Work Codes Licenses Trucks Gender Ethnicity Firm 42683 LA STEEL SERVICES, INC. 1760 CALIFORNIA AVENUE CORONA CA 92881 3397 DBE lee.albright@LAsteelservices.com LEE ALBRIGHT ( 951) 393-2013 ( 951) 751-5048 () LOS ANGELES COUNTY METRO TRANSPORTATION AUTHORITY (MTA) 15; 19; 30; 33; 36; 37;42; 56; 05; 06; 07; 08; 11; 12; 238120; C5201 REINFORCING STEEL; C50 Reinforcing Steel Contractor; F CAUCASIAN Back To Query Form https :/ /ucp.dot.ca.gov /QueryS ubmit.do Page 1 of 1 Thu Jul 20 11:59:34 PDT 2017 7/20/2017 DESIGNATION OF OWNER OPERATOR/LESSOR AND AMOUNT OF OWNER OPERATOR/LESSOR WORK ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 The Bidder certifies that it has used the sub-bid of the following listed Owner Operator/Lessor in pre- paring this bid for the Work and that the listed Owner Operator/Lessor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifi- cations and section 4100 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional Owner Operator/Lessor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the Owner Operator/Lessors listed work will be made except upon the prior approval of the Agency. Full Owner Operator/Lessor Name: Owner Operator/Lessor Location of Business ___________________ _ Street Address City *Owner Operator/Lessor Telephone Number including Area Code: *Owner Operator/Lessor City of Carlsbad Business License No.: State OWNER OPERATOR/LESSOR WORK ITEMS Zip Bid Amount of Owner Opera-Amount of Work In Bid Amount of Contractor's Item tor/Lessor Bid Item Item Performed by Con-Overhead & Profit In Bid No. Including Owner Opera-tractor Excluding tor/Lessor's Overhead & Overhead & Profit Profit $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Explanation: Column 1 -Bid Item No. from the bid proposal, pages 11 through 18, inclusive. Column 2 -The dollar amount of the item to be performed by the Owner Operator/Lessor. Column 3 -The dollar amount of the item to be performed by Contractor's own forces. Item Column 4 -The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Owner Operator/Lessor's forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages 11 through 18, inclusive. Page __ of __ pages of this Owner Operator/Lessor form * Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk required on this document may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids." ~, f.,r DBE-02/29/2016 Contract No. 6014 & 6053 Page 48 of 168 Pages BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY (To Accompany Proposal) ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 Copies of the latest Annual Report, audited financial statements or Balance Sheets may be submitted under separate cover marked CONFIDENTIAL. SEE ATTACHED CONFIDENTIAL ENVELOPE ., f..-, DBE-02/29/2016 Contract No. 6014 & 6053 Page 49 of 168 Pages BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 The Bidder is required to state what work of a similar character to that included in the proposed Con- tract 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 Name and Address Name and Phone Type of Amount Contract of the Employer No. of Person Work of Completed To Contract Contract SEE ATTACHED ---.. -----·----------------- •'\ fa~ DBE-02/29/2016 Contract No. 6014 & 6053 Page 50 of 168 Pages PALM ENGINEERING CONSTRUCTION COMPANY, INC. PROJECTS COMPLETED IN THE LAST 4 YEARS PROJECT DESCRIPTION OWNER/CONTACT INFO AMOUNT START END Alvarado Trunk Sewer City of La Mesa $3,062,885.00 3/4/16 2/6/17 Pipe Bursting and Sewer Improvements Jeff Manchester 619-667-1152 jmanchester@ci.la-mesa.ca.us Street Curb & Gutter Project City of Coronado $308,387.63 4/4/16 5/30/16 Asphalt, Sidewalk, Curb and Gutter Katie Odiorne 619-522-2424 kodiorne@coronado.ca.us Morena Linda Vista Trolley San Diego Metropolitan Transit System $126,020.00 4/4/16 5/27/16 Pavers, Concrete and Tree Removal Gabe McKee 619-515-0931 Gabriel.McKee@sdmts.com Ramona Pipeline Pump Well 627 San Diego County Water Authority $488,000.00 3/7/16 5/20/16 Excavation, Pipe Removal and Install Octavio Casavantes 858-522-6839 ocasavantes@sdcwa.org Mast Blvd & Jeremey Street Median City of Santee $315,436.20 4/4/16 5/13/16 Asphalt, Concrete and Striping Taylor Carrico 619-258-4100 TCarrico@CityofSanteeCa.gov Third Avenue Streetscapes City of Chula Vista -Mike Schedine $2,317,466.17 5/25/15 4/29/16 Asphalt, Pavers, Electrical, Signs 619-397-6119 MSchedine@ci.chula-vista.ca.us N Harbor Dr Realignment P0454-1 San Diego Unified Port District $2,985,870.00 11/17/14 2/12/16 Demo, Grading, Planting & Irrigation Eric Guerreiro 619-686-6451 eguerrei@portofsandiego.org NW Storm Drain Project 6608 City of Carlsbad $1,637,270.00 5/4/15 9/17/15 Relocate Utilities and Storm Drain Jay Jordan 760-802-8787 Jay.Jordan@carlsbadca.gov Superloop SANDAG John Darrow 619-699-1915 $6,393,898.37 2/1/14 8/26/15 Bus Shelters, Asphalt, Concrete CM Erick E. Aguilar 760-525-4492 eaguilar@pghwong.com Sewer Group Job 665 K102909CA City of San Diego $1,386,556.46 2/10/14 9/30/15 f, t Rehab, Asphalt, Irrigation, Plantin~ Lan Nguyen (858) 495-7879 LNNguyen@sandiego.gov North Torrey Pines Roadway City of San Diego $2,278,790.00 2/20/14 3/6/15 Curb, Gutter, Planting and Irrigation Sergio Iniguez 858-627-3200 siniguez@sandiego.gov East Orange Avenue Bike Lane City of Chula Vista $203,977.05 5/27/14 10/24/14 Asphalt, Sandblasting, Striping Kalani Camacho 619-921-2922 KCamacho@chulavistaca.gov Oak Knoll Seer Siphon Air Jumper City of Poway $249,240.00 2/4/16 6/9/14 Pavement, PCC, Dike, Inlet, Guard Rail Melody Rocco 858-668-4622 mror:co@poway.org College Boulevard Medians City of Oceanside $151,398.75 11/5/12 4/1/14 Concrete, Asphalt and Striping Gabor Pakozdi 760-435-5080 gpakozdi@ci.oceanside.ca.us Barcelona St. Sidewalk Improvements County of San Diego $369,739.00 3/28/13 3/31/14 Concrete, Asphalt and Landscaping Ted Kautzman 858-805-1200 ted.kautzman@sdcounty.ca.gov Talmadge Street Lights K-12-5310A-DDB City of San Diego $617,969.25 1/10/12 12/20/13 Remove and Replace Street Lights Rod Galang 858-573-5068 rgalang@sandiego.gov Juniper St. Sidewalk K-13-5353-DBB-3 City of San Diego $433,795.00 3/25/13 4/18/13 Excavation, Curb Inlet, and Landscaping Renato Shaffer 619-980-6499 RShaffer@sandiego.gov La Jolla Ecological Reserve City of San Diego $1,789,102.00 10/1/12 1/18/13 Storm Drain, Landscaping and Irrigation Sergio Iniguez 858-627-3200 siniguez@sandiego.gov Bayshore Bikeway Segments 7 & SA SAN DAG John Darrow 619-699-1915 $1,165,365.24 10/14/11 1/4/13 Concrete, Cleanout, and Electrical CM Mark Manke 619-540-2583 mmanke@caltrop.com Miramar College No. 13240/N-16 San Diego Community College District $531,923.95 2/28/11 1/20/13 RPclaimed Water and Undergrounding Sam Myovich 858-635-6529 smyovich@cwdriver.com ,__ I .ahl & Montiel Road Improvements City of San Marcos $243,408.15 8/9/12 10/12/12 Traffic Signal, Storm Drain and Striping Perryn White 760-744-1050 PWhite@san-marcos.net BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION (To Accompany Proposal) ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 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: 11 Comprehensive General Liability LJ Automobile Liability LJ Workers Compensation LJ 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, the Standard Specifications for Public Works Construction and the Supplemental 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. The auto insurance certificate must state the coverage is for "any auto" and cannot be limited in any manner . . , f.,r DBE-02/29/2016 Contract No. 6014 & 6053 Page 51 of 168 Pages TEAGUE INSURANCE AGENCY INC, Ju_ly 6; 2017 · RE: . Insurance for Rasoul Shahbazi DBA: Palm Engineering Construction Company, Inc. Project: ~orrugated Meta_l Pipe Replacement Program For: City of Carlsbad . . . . . _· To whom it may concern: We are the ctJrrent insurance proker for Palm Engineering Cohstr~ction Cqmpany, Inc. Their · insura:~ce currently tne\':}ts the requirements outlinedfor.fhis prbject, with t"he exception of: :1) thE; · te'quirement for the aufo liability to cover:'.~ny auto'. Their auto polity currently proVides. · ,coy~r-age fo(scheduled; hired & nori~owned autos .only, -and 2) ThEl' admi_tted status of their gen·eral liability carrier. Howeveri upon awari:f of the bid; coverage for 'an"y auto' can be _· obtained, and.their general liability coverage can be pfaced With an adl)litted cr;1rrier, if required · .by written pohtra~t. · · · ·· · · . Tom Geisbush · Account ExE;i_cutive ~~---H ------- 4700 Spripg Street .• Fourth Floor-' La.Mesa, CA91942'0275 • Main: (619) 464-6851 • Fax: (619) 668A715 www.tengueins.com • LiG~me #0525512 • .·Established 1954· ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document State of California County of San Diego On July 7, 2017 before me, Tracy L Rice (insert name and title of the officer) personally appeared _T_o_m_G_e_i_s_bu_s_h ____________________ _ who proved to me on the basis of satisfactory evidence 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 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) TRACY L. RICE f Commission No. 2198816 ~ NOTARY PUBLIC -CALIFORNIA -o SAN DIEGO COUNTY ~ Commission Expires May 25, 2021 ! PALMENG-01 VSZAFRANSKI ACORD CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DD/YYYY) ~ 09/25/2017 I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License # 0525512 CONTACT NAME: ------ Tea6ue Insurance A6ency, Inc. rA~gNJo, Ext): (619) 464-6851 I FAX 470 Spring St., #40 (A/C, No):(§~ 9) 668-4715 La Mesa, CA 91942-0275 ~oMlJ~ss: info@teagueins.com ------------------ INSURER(S) AFFORDING COVERA<3E i NAIC# INSURER A: James River Insurance _C_Qm_p_a11y 12203 INSURED I1:JSURER B: ~_rnerican Fire & Casualty ---24066 Palm Engineering Construction, Inc. INSURER c: Continental Insurance Comi:>any 35289 ------ 7330 Opportunity Road, Suite J INSURER D: Benchmark Insurance Com i:>any -----41394 San Diego, CA 92111 INSURER E: ----------------------- INSURER F: COVERAGES CERTIFICATE NUMBER· REVISION NUMBER· THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOT\NITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VVITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. tfk' TYPE OF INSURANCE A X COMMERCIAL GENERAL LIABILITY --1 CLAIMS-MADE [RJ OCCUR ---------- ~G_-EN'L AGGREG/\TE LIMIT APP-LIES PER: ~--1 POLICY Ix I 1'&<8i' n LOC I -1 OTHER 3 ; AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY ~ SCHEDULED __ AUTOS HIRED AUTOS ONLY NON-OWNED __ AUTOS ONLY C ----UMBRELLA LIAB I X I OCCUR X EXCESS LIAB CLAIMS-MADE ~-DED : X j RETENTION$ 0 D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N 1Yl ADDL SUBR IN!SD WVD POLICY NUMBER X X 000726101 X X BAA56378022 5094194112 X CST5009027 N/A ----------------------POLICY EFF POLICY EXP IMM/DD/YYYYI IMM/DD/YYYYI LIMITS EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 50 000 07/01/2017 07/01/2018 n,_EMISES (faLQffi~rrence) _ _L________ ' ME[J EXP (Any one person) : PERSONAL & ADV INJURY 1,000 1,000,000 _QEJ,ERAL AGGREGATE ______ __j_ 2,000,000 ~PRODUG_TS -COM P/OPl\(3__G $ ------~_,_ci_oo__,~~ $ COMBINED SINGLE LIMIT (E_a_,iccident\ 1,000,000 02/23/2017 02/23/2018 BODILY INJURY (Per person\ t f BODILY INJURY (P__er_accident) $ I PROPERTY DAMAGE 07/01/2017 07/01/2018 I (Per accident) ______ : EACH OCCURRENCE __ ---+~$____ 4,000,000 ccA~G=G=R=E=G~AT~E~----+---'--$ ---_4,000,000 $ 11/01/2017 2Jllf JUTE I --_ j_~~-"~~H---+------------/ 11/01 /2016 E.L EACH ACCIDENT $ 1,000,000 E.L _DISEASE -EA EMPLOYEE $ E.L. DISEASE -POLICY LIMIT $ 1,000,000 1,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Encina Discharge Channel Bridge Railing Improvements, Bid No. PWS17-134TRAN, Project No. 6014 & 6053 City of Carlsbad, its officials, employees and volunteers are included, when required by written contract, as additional insured's for ongoing operations with primary non-contributory language with waiver of subrogation with per project aggregate with respects to the general liability, and as additional insured with waiver of subrogation with respects to the auto liability and with waiver of subrogation with respects to the workers compensation, per attached forms. CERTIFICATE HOLDER City of Carlsbad, Public Works Contract Administration Attn: Eleida Felix Yackel 1635 Faraday Avenue CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. I Carlsbad, CA 92008-7314 AUTHORIZED REPR~ L_ ____ L.._l ______________________ __c ____________________________ ~ ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 000726101 COMMERCIAL GENERAL LIABILITY CG 20 10 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS -SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Ori:1anization(s): Location(s) Of Covered Operations Where required by written contract or written agreement All operations of the Named Insureds Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II -Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) desig- nated above. B. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than service, mainte- nance or repairs) to be performed by or on be- half of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 D Policy Number: 000726101 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NON CONTRIBUTORY ENDORSEMENT This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS Name Of Additional Insured Person(s) Or Organization(s): If no entry appears above, this endorsement applies to all Additional Insureds covered under this policy. Any coverage provided to an Additional Insured under this policy shall be excess over any other valid and collectible insurance available to such Additional Insured whether primary, excess, contingent or on any other basis unless a written contract or written agreement specifically requires that this insurance apply on a primary and noncontributory basis ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. AP5031 US 04-10 Page 1 of 1 POLICY NUMBER: 000726101 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Where required by written contract or written agreement Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV -Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 D Policy Number: 000726101 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLICY LIMITATION -AMENDED AGGREGATE LIMITS OF INSURANCE PER PROJECT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CONTRACTORS COMBINED LIABILITY POLICY SECTION Ill -LIMITS OF INSURANCE -The General Aggregate Limit applies separately to each "Project" of the Named Insured. Notwithstanding the application of the General Aggregate Limit to each "Project" of the Named Insured, under no circumstances will we pay more than $5,000,000 for all claims under this policy that are subject to the General Aggregate limit. For the purpose of this endorsement, the following definition is added: "Project" means all work done by you or on your behalf, away from premises owned or rented to you, to complete an individual bid or negotiated contract to provide services for a specified period of time. Multiple jobs, work orders, purchase orders, or work done at multiple "locations" under one contract are not separate "projects" within the meaning of this coverage. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. AP5012US 12-03 Page 1 of 1 w = N= 0 0 00 N 0 Policy Number: BAA56378022 COMMERCIAL AUTO CA 88 10 01 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGE INDEX SUBJECT ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT ACCIDENTAL AIRBAG DEPLOYMENT AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS AMENDED FELLOW EMPLOYEE EXCLUSION AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE BROAD FORM INSURED BODILY INJURY REDEFINED EMPLOYEES AS INSUREDS (including employee hired auto) EXTENDED CANCELLATION CONDITION EXTRA EXPENSE -BROADENED COVERAGE GLASS REPAIR -WAIVER OF DEDUCTIBLE HIRED AUTO PHYSICAL DAMAGE (including employee hired auto and loss of use) HIRED AUTO COVERAGE TERRITORY LOAN / LEASE GAP PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) PERSONAL EFFECTS COVERAGE PHYSICAL DAMAGE -ADDITIONAL TRANSPORTATION EXPENSE COVERAGE RENTAL REIMBURSEMENT SUPPLEMENTARY PAYMENTS TOWING AND LABOR TWO OR MORE DEDUCTIBLES UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION II -LIABILITY COVERAGE is amended as follows: 1. BROAD FORM INSURED PROVISION NUMBER 3 12 19 5 13 1 22 2 23 10 15 6 20 14 16 11 8 9 4 7 17 18 20 SECTION II -LIABILITY COVERAGE, paragraph A.1. -WHO IS AN INSURED is amended to include the following as an insured: d. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy. Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire or form, other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; © 2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 7 0 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II -LIABILITY COVERAGE, paragraph A.1. -WHO IS AN INSURED is amended to include the following as an insured: f. Any "employee" of yours while using a covered "auto" you do not own, hire or borrow. but only for acts within the scope of their employment by you. Insurance provided by this endorse- ment is excess over any other insurance available to any "employee". g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties re- lated to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee". 3. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT SECTION II -LIABILITY COVERAGE, paragraph A.1. -WHO IS AN INSURED is amended to include the following as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an "insured". However, such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit 4. SUPPLEMENTARY PAYMENTS 5. SECTION II -LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, para- graphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations ) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earn- ings up to $500 a day because of time off from work. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law. fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II -LIABILITY, exclusion 8.5. FELLOW EMPLOYEE does not apply if the "bodily injury" results from the use of a covered "auto" you own or hire. SECTION Ill -PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION Ill -PHYSICAL DAMAGE COVERAGE, is amended by adding the following If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow; or © 2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc, with its permission. Page 2 of 7 = = = ~ iiiiiiiiiiiiii D N b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for "loss" in any one "accident" or "loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. 8. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. D. Subject to a maximum of $1,000 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. E. This coverage extension does not apply to: (1) Any "auto" that is hired, rented or borrowed with a driver; or (2) Any "auto" that is hired, rented or borrowed from your "employee". For the purposes of this provision, SECTION V -DEFINITIONS is amended by adding the following: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWING AND LABOR SECTION Ill -PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or "medium truck" is dis- abled: a. For private passenger type vehicles, we will pay up to $50 per disablement. b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross vehicle weight (GVW) of 10,000 pounds or less. c. For "medium trucks" , we will pay up to $150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight (GVW) of 10,001 -20,000 pounds. However, the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE -ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a., Coverage Extension of SECTION Ill -PHYSICAL DAMAGE COVERAGE, is amend- ed to provide a limit of $50 per day and a maximum limit of $1,500 © 2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc, with its permission. Page 3 of 7 0 9. RENTAL REIMBURSEMENT SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the "accident" or "loss" to the covered "auto." b. Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". d. This coverage does not apply unless you have a business necessity that other "autos" avail- able for your use and operation cannot fill. e. If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4. Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 11. 10. EXTRA EXPENSE -BROADENED COVERAGE Under SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense of returning a stolen covered "auto" to you. The maximum amount we will pay is $1,000. 11. PERSONAL EFFECTS COVERAGE A. SECTION Ill -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V-DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an insured." "Personal effects" does not include tools, equipment, jewelry, money or securities. 12. ACCIDENTAL AIRBAG DEPLOYMENT SECTION Ill -PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS is amended by adding the follow- ing If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other cov- erage or warranty. 13. AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION Ill -PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclu- sions 4.c. and 4.d. is deleted and replaced with the following: © 2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 7 0 N 0 = = Exclusion 4.c. and 4.d. do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto" at the time of the "loss" and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto" and physical damage coverages are provided for the covered "auto"; or If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 14. LOAN / LEASE GAP COVERAGE A. Paragraph C., LIMIT OF INSURANCE of SECTION Ill -PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the "loss" less the amount of a. Overdue payments and financial penalties associated with those payments as of the date of the "loss", b. Financial penalties imposed under a lease due to high mileage, excessive use or ab- normal wear and tear, c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease, d. Transfer or rollover balances from previous loans or leases, e. Final payment due under a "Balloon Loan", f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a covered "auto", g. Security deposits not refunded by a lessor, h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto", i. Any amount representing taxes, j. Loan or lease termination fees; or 2. The actual cash value of the damage or s_tolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the "loss". This adjustment is not applicable in Texas. B. ADDITIONAL CONDITIONS This coverage applies only to the original loan for which the covered "auto" that incurred the loss serves as collateral, or lease written on the covered "auto" that incurred the loss. C. SECTION V -DEFINTIONS is changed by adding the following: As used in this endorsement provision, the following definitions apply: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment © 2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 7 0 15. GLASS REPAIR-WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION Ill -PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 16. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION Ill -PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to "loss" caused by collision to such covered "auto" of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the "auto" is designed to carry while it is: a. In the charge of an "insured"; b. Legally parked; and c. Unoccupied. The "loss" must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. 17. TWO OR MORE DEDUCTIBLES Under SECTION Ill PHYSICAL DAMAGE COVERAGE, if two or more company policies or coverage forms apply to the same accident, the following applies to paragraph D. Deductible a. If the applicable Business Auto deductible is the smaller (or smallest) deductible it will be waived; or b. If the applicable Business Auto deductible is not the smaller (or smallest) deductible it will be reduced by the amount of the smaller (or smallest) deductible; or c. If the loss involves two or more Business Auto coverage forms or policies the smaller (or smallest) deductible will be waived. For the purpose of this endorsement company means any company that is part of the Liberty Mutual Group. SECTION IV -BUSINESS AUTO CONDITIONS is amended as follows: 18. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV-BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. 19. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS SECTION IV -BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the following a. In the event of "accident", claim, "suit" or "loss", you must promptly notify us when it is known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. Member, if you are a limited liability company; 4. An executive officer or the "employee" designated by the Named Insured to give such notice, if you are a corporation. © 2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc, with its permission. Page 6 of 7 " 00 N 0 = To the extent possible, notice to us should include: (1) How, when and where the "accident" or "loss" took place; (2) The "insureds" name and address; and (3) The names and addresses of any injured persons and witnesses. 20. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV -BUSINESS AUTO CONDITIONS, paragraph A.5., Transfer of Rights of Recovery Against Others to Us, is amended by the addition of the following: If the person or organization has waived those rights before an "accident" or "loss", our rights are waived also. 21. HIRED AUTO COVERAGE TERRITORY SECTION IV -BUSINESS AUTO CONDITIONS, paragraph B.7., Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the insured's responsibility to pay for damages is determined in a "suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. SECTION V -DEFINITIONS is amended as follows: 22. BODILY INJURY REDEFINED Under SECTION V -DEFINTIONS, definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. COMMMON POLICY CONDITIONS 23. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A. -CANCELLATION condition applies except as fol- lows: If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. This provision does not apply in those states which require more than 60 days prior notice of cancella- tion. © 2013 Liberty Mutual Insurance CA 88 10 01 13 Includes copyrighted material of Insurance Services Office, Inc, with its permission Page 7 of 7 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA We ha1.e the right to reco1.er our payments from anyone liable for an injury co\el'ed by this policy. We wll not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform 'M:lrk under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees Vvhile engaged in the 'M:lrl< described in the Schedule. The additional premium for this endorsement shall be .....2...Q_% of the California 'M:lrkers' compensation premium other.vise due on such remuneration. Schedule Person or Organization Job Description Any person or organization as required by written contract This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The Information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effecti1.e Date: 11/1/2016 Policy No. CST5009027 Endorsement No. Policy Effecti1.e Dates: 11/01/2016 -11/01/2017 Insured: Carrier Name I Code: Benchmark Insurance Company A we 04 03 os Premium$ (Ed. 4-84) Countersigned by ________________ _ Page 1 of 1 BIDDER'S STATEMENT RE DEBARMENT (To Accompany Proposal) ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 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 debar- ment(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: Palm Engineering Construction Company, Inc. (name of Contractor) By:------------- (sign here) Rasoul (Ross) Shahbazi, President (print name/title) Page _1_ of _1_ pages of this Re Debarment form l' •,r DBE-02/29/2016 Contract No. 6014 & 6053 Page 52 of 168 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors' State License board, P.O. Box 26000, Sacramento, California 95826. 1) Have you ever had your contractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? X yes no 2) Has the suspension or revocation of your contractor's license ever been stayed? X yes no 3) Have any subcontractors that you propose to perform any portion of the Work ever had their con- tractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? X yes no 4) Has the suspension or revocation of the license of any subcontractor's that you propose to perform any portion of the Work ever been stayed? X yes no 5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of the violation and the disciplinary action taken therefore. (If needed attach additional sheets to provide full disclosure.) Page _1_ of _2_ pages of this Disclosure of Discipline form ., f.+r DBE-02/29/2016 Contract No. 6014 & 6053 Page 53 of 168 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) (To Accompany Proposal) ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 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. "mrnmmHHllJJ!!nl!!!!ll!J!!l,,!ll!ln!l"mi,,,m,,,n,,,,,,mrn,rnmrn,,,,!llll!l!l!JJl!!!llllT!l!(lf needed attach additional sheets to provide full disclo- sure.) BY CONTRACTOR: Palm Engineering Construction Company, Inc. (name of Contractor) By:--------------(sign here) Rasoul {Ross) Shahbazi, President (print name/title) Page _2_ of _2_ pages of this Disclosure of Discipline form ., f..., DBE-02/29/2016 Contract No. 6014 & 6053 Page 54 of 168 Pages CONTRACT PUBLIC WORKS This agreement is made this / z?l:hday of f)ct£)JJJA_ , 2017, by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"), and Palm Engineering Construction Company, Inc. whose principal place of business is 7330 Opportunity Road, Suite J, San Diego, CA 92111 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 (hereinafter called "project") 2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equip- ment, 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, Designation of Subcontractors, Designation of Owner Opera- tor/Lessors, Bidder's Statements of Financial Responsibility, Technical Ability and Experience, Re Debarment, Noncollusion Affidavit, Escrow Agreement, Release Form, the Plans and Specifications, the Supplemental Provisions, addendum(s) to said Plans and Specifications and Supplemental Pro- visions, 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 indi- cated, 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 Standard Specifications for Public Works Construction (SSPWC) 2015 Edition, hereinafter designated "SSPWC", as issued by Public Works Standards, Inc., and as amended by the Supplemental Provisions section of this con- tract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. 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 ., f.+;' DBE-02/29/2016 Contract No. 6014 & 6053 Page 55 of 168 Pages by Contractor, whether anticipated or not, in order to overcome underground conditions. Any infor- mation 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 II, or Class Ill disposal site in accordance with provisions of existing law. B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those indicated. C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract. In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time re- quired for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by Contract or by law which pertain to the resolution of disputes and protests between the contracting parties. 7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors, and consultants that are included in this Contract. 8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to Cali- fornia Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post copies of all applicable prevailing wages on the job site. Contractor shall comply with California Labor Code, section 1776, which generally requires keeping accurate payroll records, verifying and certifying pay- roll records, and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. See section 7-15 of the Supplemental Provisions for additional information regarding Federal minimum wage requirements. ft QDBE-02/29/2016 Contract No. 6014 & 6053 Page 56 of 168 Pages 9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connec- tion 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. Contractor shall also defend and indemnify the City against any challenges to the award of the Con- tract 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 Con- tract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. 10. Insurance. Contractor shall procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in Resolution No. 91-403. (A) Coverages and Limits Contractor shall maintain the types of coverages and minimum limits indicted herein: a. Comprehensive General Liability Insurance: $2,000,000 combined single limit per occurrence for bodily injury and property damage. If the policy has an aggregate limit, a separate aggregate in the amounts specified shall be established for the risks for which the City or its agents, officers or employ- ees are additional insured. b. Business Automobile Liability Insurance: $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate must state the coverage is for "any auto" and cannot be limited in any manner. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers' Liability limits of $1,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City. (B) Additional Provisions. Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers' Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions. ft ~DBE-02/29/2016 Contract No. 6014 & 6053 Page 57 of 168 Pages a. The City, its officials, employees and volunteers are to be covered as additional insured as re- spects: 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 sep- arate 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, em- ployees 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. (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 thirty (30) days' prior written notice has been given to the City by certified mail, return receipt requested. (D) Deductibles and Self-Insured Retention (S.1.R.) Levels. Any deductibles or self-insured reten- tion levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. (E) Waiver of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein. (G) Acceptability of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of insur- ance 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 the City Council in Resolution No. 91-403. (H) Verification of Coverage. Contractor shall furnish the City with certificates of insurance and orig- inal 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. -~ ~DBE-02/29/2016 Contract No. 6014 & 6053 Page 58 of 168 Pages 11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in ac- cordance 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 in- cluded in the Supplemental Provisions I section. 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 Gov- ernment Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. (A) Assertion of Claims. Contractor hereby agrees that any Contract claim submitted to the City must be asserted as part of the Contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. (B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. (D) Penalty Recovery. 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 an- other jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor from participating in future Contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California. I have read and understand all provisions of Section 11 above. --=-/ .... <..,...; >"---in it init 12. Maintenance of Records. Contractor shall maintain and make available at no cost to the City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's principal place of business as specified above, Contractor shall so inform the City by certified letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of any change of address of such records. ft ~,DBE-02/29/2016 Contract No. 6014 & 6053 Page 59 of 168 Pages 13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720 of the Labor Code are incorporated herein by reference. 14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted for any monies withheld by the City to secure performance of this Contract for any obligation es- tablished by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract. 15. 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 in- cluded 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. 16. Additional Provisions. Any additional provisions of this agreement are set forth in the "Gen- eral Provisions" or "Supplemental Provisions" attached hereto and made a part hereof. NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED (CORPORATE SEAL) (sign here) Ras00 l Sb aki6211-·1 \7reslJ~n t (prin.·1,.,77 1 and title) ),' /~ By: :<. ~ (sign here) ~~,SJJ/, '~ ~h~i-1, V(1t,d(~ Seer-£,+~ (print name and title) President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under the corporate seal empowering that officer to bind the corporation. APPROVED AS TO FORM: CELIA A. BREWER City Attorney By: Deputy City Attorney -~ f.JoBE-0212912016 Contract No. 6014 & 6053 Page 60 of 168 Pages BOND NO. 894304P PREMIUM INCLUDED IN PERFORMANCE BOND LABOR AND MATERIALS BOND WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 2017-168. adopted August 22. 2017. has awarded to. Palm Engineering Construction Company, Inc. (hereinafter designated as the "Principal"), a Contract for: · ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 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 saig 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 perfor-mance 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, PALM ENGINEERING CONSTRUCTION COMPANY, INC. ' as Princi- pal, (hereinafter designated as the "Contractor"), and 't'p'iJWN~Rs suRErv AND INDEMNITY as Surety, are held firmly bound unto the City of Carlsbad in the sum of Nine. Hundred Ninety Thousand Four 1;:iundr.ed. Seventy.-,One Dollars and Fifty Cents ($990,471.50), 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 ln-surance 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 Unem-ployment 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 shafl 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 thereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does ·hereby waive notice of any chaoge, extension of time, alterations or addition to the terms of the Contract or to the work or to the specifications. 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. -0 DBE-02/29/2016 Contract No. 6014 & 6053 Page 61 of 168 Pages Executed by CONTRACTOR this 25TH day of SEPTEMBER I 20.Jl_. CONTRACTOR: PALM ENGINEERING CONSTRUCTION COMPANY, INC. :Yame of Contractor) ,'. • /__._-- ign here) RASOUL SHAHBAZ! (print name here) PRESIDENT (title and orga~o/tion of signatory) . I . ,,1 ___. By: ____ ____,f._(\ ...... · _J_~ ____ _ (sign here) RASOUL SHAHBAZ! (print na1 here} SECRETARY /<. · ~ (title and organi'.2ation of signatory) Executed by SURETY this 25TH of SEPTEMBER SURETY: day I 20..!.?_. DEVELOPERS SURETY AND INDEMNITY COMPANY (name of Surety} 17771 COWAN AVENUE, SUITE 100 IRVINE CA 92614 (address of Surety) 858/924-8080 (telephone~ety) By: #a--vO. cA_ ~(signature of Attorney-in-Fact) MARK D. IATAROLA, ATTORNEY-IN-FACT (printed name of Attorney-in-Fact) (attach corporate resolution showing current power of attorney) (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation'.) APPROVED AS TO FORM: CELIA A. BREWER City Attorney By: e.g«~ Deputy City Attorney 0 DBE-02/29/2016 Contract No. 6014 & 6053 Page 62 of 168 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On ___ 0_9_,_/_2~8/,_2_0_1_7 ___ before me, _____ R_ic_h_a_rd_W_il_lia_m_E__..g,_a_n.:..._, N_o_t_a_.ryc_P_u_b_l_ic ___ _ Date Here Insert Name and Title of the Officer personally appeared ____________ R_a_s_o_u_l_S_h_a_h_b_a_zi ___________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be t~person~ whose name~)@aFe- ~scribed to the within instrument and ackno~dged to me that he 'SAeftRey' executed the same in ~flerl#tettauthorized capacityfies), and that by~herltherrsignature ) on the instrument the persontst, or the entity upon behalf of which the personfg} 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. z .· COMM.# 2127463 C> ] a· RICHARD WILLIAM EGAN I WITNESS my hand and official seal. ~'-~---- Signature __ ~-"'--------------- /SignatureofNotary Public ~ NOTARY PUBLIC-CALIFORNIA ~ . SAN DIEGO COUNTY _. i My somm. :XP·_;ep~m~ 20, 20191 Place Notary Seal Above ---------------OPTIONAL--------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: k-AB-alL llrN.J> H#L:'f€.{Z.(M/4 Bo® Document Date:0 _ __,9/'--2_8-'-/_2_0_17 ______________ Number of Pages: _____ _ Signer(s) Other Than Named Above: ______________________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: Rasoul Shahbazi IBl Corporate Officer -Title(s): President &.sg: . D Partner -Limited D General Individual Attorney in Fact D Trustee Guardian or Conservator D Other: _____________ _ Signer Is Representing: _________ _ Signer's Name: ____________ _ D Corporate Officer -Title(s): ______ _ D Partner -D Limited D General Individual Attorney in Fact Trustee D Guardian or Conservator Other: ______________ _ Signer Is Representing: ________ _ CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 • A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of SAN DIEGO On __ 9_/_25_/_20_1_7 ____ before me, ___ H_E_LE_N_E_. W_H_E_A_L_D_O_N-'-, _N_O_T_A_R_Y_P_U_B_L_IC ___ _ Date Here Insert Name and Title of the Officer personally appeared __________ M_A_R_K_D_._I_A_T_A_R_O_L_A ___________ _ Name(e) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s-) isfat:e subscribed to the within instrument and acknowledged to me that he/sl=le/-U~ey executed the same in hisfl'lerl-1:i'leir authorized capacity~, and that by his/.hoF/thoir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Place Notary Sea/ Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature vrf--ek £ ~ Signature of Notary Public ---------------OPTIONAL--------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: _____________ Document Date: _______ _ Number of Pages: ___ Signer(s) Other Than Named Above: ____________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: ____________ _ 0 Corporate Officer -Title{s): ______ _ 0 Corporate Officer -Titl_e(s): ______ _ 0 Partner - O Limited O General 0 Partner -0 Limited O General 0 Individual IXl Attorney in Fact 0 Individual O Attorney in Fact 0 Trustee O Guardian or Conservator 0 Trustee O Guardian or Conservator 0 Other: _____________ _ 0 Other: _____________ _ Signer Is Representing: _________ _ Signer Is Representing: ________ _ • ©2014 National Notary Association• www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725, IRVINE, CA 92623 (949) 263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each hereby make, constitute and appoint: ***Mark D. Iatarola, John G. Maloney, Helen Maloney, , Michelle M. Basuil, Glenda J. Rooney, jointly or severally*** as their true and lawful Attorney(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations, as sureties, bonds, undertakings and contracts of suretyship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of January 1st, 2008. RESOLVED, that a combination of any two of the Chairman of the Board, the President, Executive Vice-President, Senior Vice-President or any Vice President of the corporations be, and that each of them hereby is, authorized to execute this Power of Attorney, qualifying the attorney(s) named in the Power of Attorney to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of either of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary or Assistant Secretary this 6th day of February, 2017. Byc:o~ Daniel Young, Senior Vice-President By: -=-----~--~-=~=-------Mark Lansden, Vice-President A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On ----~F~eb~ru=a~ry~6~,~20~1~7 ____ before me, Date Lucille Raymond, Notary Public Here Insert Name and Tltle of the Officer personally appeared ---------------------=D-=a'-"ni=el--'Y-"-ou=n""g-=accnd~M=ar--'k-=L=an-=s=do=n~ __________________ _ Place Notary Seal Above Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence 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 foregoing paragraph is true and correct. WITNESS my hand and official seal. CERTIFICATE The undersigned, as Secretary or Assistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA. does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked and, furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, this 25TH day of SEPTEMBER , 2017 . ATS-1002 (02/17) BOND NO. 894304P PREMIUM: $11,467.00 PREMIUM IS FOR CONTRACT TERM AND IS SUBJECT TO ADJUSTMENT BASED ON FINAL CONTRACT PRICE FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 2017-168 , adopted August 22, 201 Z , has awarded to _P_a_lm_E-'ng.._i_ne_e_r_in...,.g_C_o_n_s_tr_uc_t_io_n_C_o_m_.p_a_n...._Y .... , l_n_c. ____________ _,, (hereinafter designated as the "Principal"), a Contract for: ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful.performance and warranty of said Contract; NOW, THEREFORE, WE, PALM ENGINEERING CONSTRUCTION COMPANY, INC. , as Prjncipal, (hereinafter designated as the "Contractor"),·and DEVELOPERS SURETY AND INDEMNITY COMPANY ____________ , as Surety, are held and firmly bound unto the City of Carlsbad, in the sum of Nine Hundred Ninety Thousand Four Hundred Seventy-Two Dollars and Zero Cents ($ 990,472.00 ), said sum being equal to one hundred percent (100%) of the estimated amqunt of the Contract, to be paid to City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that1 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 alter"ation 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 therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, in~curred 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 thereunder or the specifications accompanying the same shall affe~ 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. ft "-J DBE-02/29/2016 Contract Ne. 6014 & 6053 Page 63 of 168 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 _2_5T_H __ day of SEPTEMBER , 2O.E._. CONTRACTOR: PALM ENGINEERING CONSTRUCTION COMPANY, INC. (name of Jontractor) ;x:iL-By: ___________ _ (sign here) RASOUL SHAHBAZ! {print name here) PRESIDENT (Title and Organization of Signatory) By: )}L- (sign here) RASOUL SHAHBAZ! (print name here) SECRETARY (Title and Organization of signatory) Executed by SURETY this 25TH day of __ S_E_P_T_EM_B_ER _______ , 2O.E._. SURETY: DEVELOPERS SURETY AND INDEMNITY COMPANY (name of Surety) 17771 COWAN AVENUE, SUITE 100 IRVINE, CA 92614 (address of Surety) 858/924-8080 (telephone number of Surety) sy:davO. ~ (signature of Attorney-in-Fact) MARK D. IATAROLA, ATTORNEY-IN-FACT (printed name of Attorney-in-Fact) (Attach corporate resolution showing current power of attorney.) (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant sec- retary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: CELIA A. BREWER City Attorney By: ___.,,.(....,_/µ.;,-=a.~=....;;;;;;....;.....=..._---""""------ Deputy City Attorney ft f.J DBE-02/29/2016 Contract No. 6014 & 6053 Page 64 of 168 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On 09/28/2017 before me, ____ R_ic_ha_r_d_W_i_lli_a_m_E~g~a_n_, _N_ot_a~ry~P_u_b_li_c ___ _ Date Here Insert Name and Title of the Officer personally appeared _____________ Ra_s_o_u_l_S_h_a_h_b_a_zi ___________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be t~person~ whose namefs)@-are- ~scribed to the within instrument and ackno~dged to me that he 'SAeftfleY executed the same in ~flerl#teir-authorized capacityfies), and that by~herfthetrsignature ) on the instrument the personfs)-, or the entity upon behalf of which the person(s) acted, executed the instrument. } a RICHARD WILLIAM EGAN I z .· COMM.# 2127463 c;, ~ NOTARY PUBLIC•CALIFORNIA ~ . SAN DIEGO COUNTY ... I My Comm. Exp. Septem~ 20, 2mf Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. I ---------------OPTIONAL--------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ~r~E~t.~i:.~o~lt=t'l~A:W~'=G.~S~o~t.C>--------------------- Document Date: 0_9~/_2_8~/2_0_1_7 _____________ Number of Pages: ____ _ Signer(s) Other Than Named Above: _______________________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: Rasoul Shahbazi IBl Corporate Officer -Title(s): President J. SU. Partner -D Limited D General Individual Attorney in Fact Trustee Guardian or Conservator n Other: ______________ _ Signer Is Representing: _________ _ Signer's Name: ____________ _ D Corporate Officer -Title(s): ______ _ D Partner -D Limited D General Individual Attorney in Fact 0 Trustee D Guardian or Conservator ::-i Other: ______________ _ Signer Is Representing: ________ _ CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 • A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of SAN DIEGO On __ 9_/_25_/_20_1_7 ____ before me, ___ H_E_L_E_N_E_._W_H_E_A_L_D_O_N_, N_O_T_A_R_Y_P_U_B_L_IC ___ _ Date Here Insert Name and Title of the Officer personally appeared __________ M_A_R_K_D_._I_A_T_A_R_O_L_A ___________ _ Name(e) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s-) is}ai:e subscribed to the within instrument and acknowledged to me that he/sheftl='ley executed the same in hi3/fler/-1:heir authorized capacity~, and that by his/.t:ieFA:t:ieir :::iignature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. HELENE. WHEALDON { COMM. #2194350 z Notary Pub I ic . Ca I iforn ia ~ San Diego County Comm. ires . 28, 2021 Place Notary Seal Above 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. Signature_2f:~k~~-£--~-~~--- Signature of Notary Public ---------------oPT/ONAL--------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: _____________ Document Date: _______ _ Number of Pages: ___ Signer(s) Other Than Named Above: ____________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: ____________ _ D Corporate Officer -Title(s): ______ _ D Corporate Officer -Title(s): ______ _ D Partner -D Limited D General D Partner -D Limited D General D Individual IXl Attorney in Fact D Individual D Attorney in Fact D Trustee D Guardian or Conservator D Trustee D Guardian or Conservator D Other: ______________ _ D Other: ______________ _ Signer Is Representing: _________ _ Signer Is Representing: ________ _ • ©2014 National Notary Association· www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725, IRVINE, CA 92623 (949) 263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each hereby make, constitute and appoint: ***Mark D. Iatarola, John G. Maloney, Helen Maloney, , Michelle M. Basuil, Glenda J. Rooney, jointly or severally*** as their true and lawful Attorney(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations, as sureties, bonds, undertakings and contracts of suretyship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of January 1st, 2008. RESOLVED, that a combination of any two of the Chairman of the Board, the President, Executive Vice-President, Senior Vice-President or any Vice President of the corporations be, and that each of them hereby is, authorized to execute this Power of Attorney, qualifying the attorney(s) named in the Power of Attorney to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of either of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary or Assistant Secretary this 6th day of February, 2017. Byc-:o~ Daniel Young, Senior Vice-President By: Mark Lansdon, Vice-President A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On _____ F_eb_r_ua_ry~6~,_2_01_7 ___ ~ before me, Date Lucille Raymond, Notary Public Here Insert Name and Title of the Officer personally appeared ___________________ D_a_ni_el_Y_ou_n~g_a_nd_M_ar_k_L_an_s_do_n ___________________ _ Place Notary Seal Above Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence 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 foregoing paragraph is true and correct. WITNESS my hand and official seal. CERTIFICATE The undersigned, as Secretary or Assistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked and, furthermore, that the provisions of the resolutions of !he respective Boards of Directors of said corporations set forth in the Power of Attorney are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, this 25TH day of SEPTEMBER , 2017 . ATS-1002 (02/17) OPTIONAL ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and whose address is ----------------------------hereinafter called ----------------------------- 11 Contractor" and whose address is ----------------------- hereinafter -------------------------------ca II e d "Escrow Agent." For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows: 1. Pursuant to section 22300 of the Public Contract Code of the State of California, the contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings re- quired to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS, CONTRACT NO. 6014, in the amount of ____________ dated _____ _ (hereinafter referred to as the "Contract"). Alternatively, on written request of the contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The market value of the securities at the time of the substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the City and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner. 2. The City shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. 3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this Contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly. 4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City . . ~ QDBE-02/29/2016 Contract No. 6014 & 6053 Page 65 of 168 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: Title FINANCE DIRECTOR Name _________________ _ Signature ________________ _ Address ----------------- For Contractor: Title Name ------------------ Signature ________________ _ Address ----------------- For Escrow Agent: 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. ft ~DBE-02/29/2016 Contract No. 6014 & 6053 Page 66 of 168 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: ,, •iFDBE-02/29/2016 Title MAYOR Name ----------------- Signature _______________ _ Address ---------------- Title ------------------ Name ----------------- Signature _______________ _ Address ---------------- Title Name ----------------- Signature ---------------- Address _______________ _ Contract No. 6014 & 6053 Page 67 of 168 Pages SUPPLEMENTAL PROVISIONS FOR ENCINA DISCHARGE CHANNEL BRIDGE RAILING IMPROVEMENTS CONTRACT NO. 6014 & 6053 SUPPLEMENTAL PROVISIONS TO 2015 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 1, GENERAL PROVISIONS SECTION 1 --TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-1 GENERAL Add the following section: 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. Add the following section: 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 re- quired to properly complete the work as required and as approved by the Engineer," unless stated otherwise. Add the following section: 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. Add the following section: 1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its expense, shall perform all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete in place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation. 1-2 TERMS AND DEFINITIONS. Modify as follows: The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. Agency -the City of Carlsbad, California. ft QDBE-02/29/2016 Contract No. 6014 & 6053 Page 68 of 168 Pages 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. Dispute Board -persons designated by the City Manager to hear and advise the City Manager on claim~ submitted by the Contractor. The City Manager is the last appeal level for informal dispute resolution. Engineer -the Public Works Director of the City of Carlsbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution. Minor Bid Item -a single Contract item constituting less than 10 percent (10%) of the original Contract Price bid. 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 employ- ees 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 of the Stand- ard Specifications and these Supplemental Provisions. Owner Operator/Lessor -Any person who provides equipment or tools with an operator provided who is employed by neither the Contractor nor a subcontractor and is neither an agent or employee of the Agency or a public utility. Principal Inspector-The Senior Inspector's immediate supervisor and second level of appeal for infor- mal dispute resolution. Project Inspector -the Engineer's designated representative for inspection, contract administration and first level for informal dispute resolution. Senior Inspector -the Project Inspector's immediate supervisor and first level of appeal for informal dispute resolution. 1-3 ABBREVIATIONS 1-3.2 Common Usage, add the following: Abbreviation Word or Words Apts ...................................... Apartment and Apartments Bldg ...................................... Building and Buildings CMWD .................................. Carlsbad Municipal Water District CSSD .................................... Carlsbad Supplemental Standard Drawings cfs ......................................... Cubic Feet per Second Comm ................................... Commercial DBE ...................................... Disadvantaged Business Enterprise DR ........................................ Dimension Ratio E ........................................... Electric G ........................................... Gas gal ......................................... Gallon and Gallons Gar ........................................ Garage and Garages GNV ...................................... Ground Not Visible gpm ....................................... gallons per minute IE .......................................... Invert Elevation LCWD ................................... Leucadia County Water District l' •f'DBE-02/29/2016 Contract No. 6014 & 6053 Page 69 of 168 Pages MSL ...................................... Mean Sea Level (see Regional Standard Drawing M-12) MTBM ................................... Microtunneling Boring Machine NCTD .................................... North County Transit District OHE ...................................... Overhead Electric OMWD .................................. Olivenhain Municipal Water District ROW ..................................... Right-of-Way S ........................................... Sewer or Slope, as applicable SDNR ................................... San Diego Northern Railway SDRSD ................................. San Diego Regional Standard Drawing SFM ...................................... Sewer Force Main T ........................................... Telephone UE ......................................... Underground Electric W .......................................... Water, Wider or Width, as applicable VWD ..................................... Vallecitos Water District SECTION 2 --SCOPE AND CONTROL OF THE WORK 2-3 SUBCONTRACTS. 2-3.1 General, add the following: 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 to 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 City Council 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 City Council 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. 2-4 CONTRACT BONDS, modify the second sentence of paragraph one as follows: Delete, "who is listed in the latest version of U.S. Department of Treasury Circular 570,". Modify paragraphs three and four to read: 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 the amount of 100 percent of the Contract price. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to: 1) One hundred percent (100%) of the total amount payable by the terms of the Contract when the total amount payable does not exceed five million dollars ($5,000,000). 2) Fifty percent (50%) of the total amount payable by the terms of the Contract when the total amount payable is not less than five million dollars ($5,000,000) and does not exceed ten million dollars ($10,000,000). 3) Twenty-five percent (25%) of the total amount payable by the terms of the Contract if the Contract exceeds ten million dollars ($10,000,000). Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section. The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for 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. Add the following: 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: ft f.JDBE-02/29/2016 Contract No. 6014 & 6053 Page 70 of 168 Pages 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 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. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General, add the following: The specifications for the work include the Standard Specifications for Public Works Construction, (SSPWC), 2015 Edition, hereinafter designated "SSPWC", as written and promulgated by Joint Cooperative Committee of the Southern California Chapter American Public Works Association and Southern California Districts Associated General Contractors of California, and as amended by the Supplemental Provisions section of this contract. The construction plan set is designated as "Encina Discharge Channel Bridge Railing Improvements," City of Carlsbad Project Nos. 6014 & 6053, Federal Aid Project No. STPLX-5308(016), Drawing No. 480- 6 and consists of 21 sheets. The standard drawings used for this project are the latest edition of the San Diego Area Regional Standard Drawings, hereinafter designated SDRS, as issued by the San Diego County Department of Public Works, together with the most recent editions of the City of Carlsbad Sup- plemental Standard Drawings, hereinafter designated as CSSD, as issued by the City of Carlsbad. 2-5.2 Precedence of the Contract Documents, replace section 2-5.2 with the following: 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) Supplemental Provisions. 3) Plans. 4) Standard Plans. a) City of Carlsbad Supplemental 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. 5) Standard Specifications for Public Works Construction. 6) Reference Specifications. 7) Manufacturer's Installation Recommendations. Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will take precedence over items 2) through 7) above. Detailed plans and plan views shall have precedence over general plans. Where CAL TRANS specifications are used to modify the SSPWC or added to the SSPWC by any of the contract documents the CALTRANS specifications shall have precedence only in reference to the mate- rials 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 CALTRANS specifications in all other matters. 2-5.3 Submittals, add the following: Each submittal shall be consecutively numbered. ResubmittaL shall be labeled with the number of the original submittal followed by an ascending alphabetical designa- tion (e.g. The label '4-C' would indicate the third instance that the fourth submittal had been given to the ~ f.JDBE-0212912016 Contract No. 6014 & 6053 Page 71 of 168 Pages 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 conform- ance with the requirements of the Contract Documents. The Contractor shall subscribe to and shall place the following certification on all submittals: "I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allo- cated spaces, and is submitted for approval." By: Title: Date: Company Name: Add the following: 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 therefor. 2-9 SURVEYING. 2-9.1 Permanent Survey Markers, Delete section 2-9.1 and replace with the following: The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engi- neer. 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. ~ f.JDBE-0212912016 Contract No. 6014 & 6053 Page 72 of 168 Pages 2-9.2 Survey Service, Delete sections 2-9.2 and replace with the following: 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 profe~ sional services required to satisfy the requirements of the Land Surveyors Act. Surveyor shall be residem on the site during all surveying operations and shall personally supervise and certify the surveying work. Add the following section: 2-9.2.1 Submittal of Surveying Data, All surveying data submittals shall conform to the requirements of section 2-5.3, "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 (8½" by 11") paper. The field notes, calculations and supporting data shall be clear and complete. Sup- porting 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, field crew members and preparer 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 CALTRANS "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 Profes- sions Code when the Surveyor performs any surveying that such map is required under §§ 8762 of the State of California Business and Professions Code and whenever the Surveyor shall establish, set or construct any permanent survey monument. SDRS drawing M-10 type monuments, bolts, spikes, leaded tacks and nails (when set in concrete), iron pipes, reinforcing steel and all monuments and marks that are at, or accessory to, property corners and street centerlines are permanent survey monuments. The Record of Survey shall show all monuments set, control monuments used, the basis of bearings and a'' other data needed to determine the procedure of survey and the degree of accuracy attained by the fiell 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. Add the following section: 2-9.2.2 Survey Requirements, Stakes shall be set at offsets approved by the Engineer. Add the following section: 2-9.2.3 Payment for Survey, Payment for work performed to satisfy the requirements of Section 2-9 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 therefor. Payment for the replacement of disturbed monuments and the filing of records of survey and/or corner records, including filing fees therefor, shall be incidental to the work necessitating the disturbance of said monuments and no additional payment will be made therefor. 2-10 AUTHORITY OF THE BOARD AND THE ENGINEER. Add the following section: 2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records in the Contractor's or subcontractor's possession pertaining to the work that the Engineer may request. ft f.JoBE-0212912016 Contract No. 6014 & 6053 Page 73 of 168 Pages Add the following section: 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 con- tractually 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 Agree- ment, 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 sub- contractors 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 opera- tions. 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. SECTION 3 --CHANGES IN WORK 3-3 EXTRA WORK. 3-3.2.2.3 Tool and Equipment Rental, second paragraph, modify as follows: Regardless of owner- ship, 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 sub- contractors, if any. The labor surcharge rates published therein are not a part of this contract. 3-3.2.3 Markup, Delete section 3-3.2.3 and replace with the following: 3-3.2.3.1 Work by the Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor ................................... 20 2) Materials ............................. 15 3) Equipment Rental ................... 15 4) Other Items and Expenditures .. 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as compen- sation for bonding. 3-3.2.3.2 Work by a Subcontractor. When all or any part of the extra work is performed by a Sub- contractor, the markup established in section 3-3.2.3.1 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. 3-4 CHANGED CONDITIONS. Delete the second sentence of paragraph three, delete paragraph five (5), and add the following: 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 ft f.1DBE-0212912016 Contract No. 6014 & 6053 Page 7 4 of 168 Pages 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 cor nection therewith. The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions. Verbal notifications are disallowed. The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655. "The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code sections 12650-12655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City's proposed final estimate in order for it to be further considered." By: Title: --------------- Date: Company Name: The Contractor's estimate of costs may be updated when actual costs are known. The Contractor shall submit substantiation of its actual costs to the Engineer within 20 working days after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on th, 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. Add the following: The Contractor shall give the agency written notice of potential claim prior to com- mencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in connection therewith. Delete second sentence of paragraph one and add the following: 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. Senior Inspector 3. Principal Inspector 4. Public Works Director 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 documentatior supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the Cit. 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 ~ f.J DBE-02/29/2016 Contract No. 6014 & 6053 Page 75 of 168 Pages 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 pro- ceed 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. 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. ~ f.JosE-0212912016 Contract No. 6014 & 6053 Page 76 of 168 Pages (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 th 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 Sec- tion 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 nonbinding mediation unless waived by mutual stipulation of both parties. The me- diation 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 Chap ter 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 nova 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 nova. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. " •+i'DBE-02/29/2016 Contract No. 6014 & 6053 Page 77 of 168 Pages SECTION 4 -CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.3.1 General, add the following: 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, Chap- ter 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. 4-1.4 Test of Materials, delete the phrase, "and a reasonable amount of retesting", from the third sentence of the first paragraph. add the following: Except as specified in these Supplemental Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications and the Supplemental Provisions. The cost of all other tests shall be borne by the Contractor. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other ap- proved 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 require- ments 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. 4-1.6 Trade names or Equals, add the following: 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, availa- bility 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. Add the following section: 4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quan- tity 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 loca- tion 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 l' •+'DBE-02/29/2016 Contract No. 6014 & 6053 Page 78 of 168 Pages 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 deterio- ration of all stored materials shall be the Contractor's responsibility. Conformance to the requirementr of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work. SECTION 5 --UTILITIES 5-1 LOCATION. 5-1.1 General, Delete the first paragraph and substitute the following: 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. 5-4 RELOCATION. Add the following: In conformance with section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are otherwise shown as installed by others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer's approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb an1 gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Con- tractor's convenience and no additional compensation will be allowed therefor 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. 5-6 COOPERATION. Add the following: When necessary, the Contractor shall 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. The Contractor shall cooperate with Carlsbad Aquafarm and NRG during all stages of work. Additionally, access to NRG west GATE 1 (4600 Carlsbad Boulevard) must be maintained. The Contractor shall reference the project traffic control plans for phasing of work. SECTION 6 --PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK. Add the following section: 6-1.3 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 therefor. l\ • ., DBE-02/29/2016 Contract No. 6014 & 6053 Page 79 of 168 Pages 6-2 PROSECUTION OF WORK. Add the following section: 6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and materials, and performing all operations necessary to complete the Project Work as shown on the Project Plans and as specified in the Specifications. The work includes removing existing asphalt, base, sidewalk, curb, inlet, water main and thrust blocks, gutter, and fencing above the Encina Power Plant discharge outlet at Carlsbad Boulevard; installing new asphalt, base, sidewalk, curb, inlet, water main and thrust blocks, gutter, barrier, metal beam guard rail, and fencing; and slurry seal and restriping. No overnight storage of equipment, construction materials, or excavated materials (including debris) shall occur within native vegetation areas or public parking spaces. Staging and storage of construction equip- ment and materials shall occur in inland areas at least 50 feet from coastal waters, drainage courses, and storm drain inlets, if feasible. Construction is prohibited outside of the defined construction, staging, and storage areas. Stockpiles shall be located away from drainage courses, covered at all times and contained with runoff control measures. Storage and staging areas shall be located in a manner that has the least impact on vehicular and pedestrian traffic. Staging site(s) shall be removed and/or restored immediately following completion of the development. Staging plan on Sheet 7 is to be coordinated and approved by NRG at Encina Power Station. The following descriptions outlining the order of work are provided for the Contractor's review and infor- mation. The descriptions for Phase 1 through 3 are overviews only and shall not relieve the Contractor from its responsibilities to perform the coordination and work in accordance with the plans and specifica- tions. Some phases or portions of phases may overlap each other and/or occur during the same time period. 6-2.1.1 Phase I. Phase I consists of shifting northbound traffic to the right shoulder to construct the water high-line (as shown on Plan Sheet 8). 6-2.1.2 Phase II. Phase 11 consists of closing the northbound shoulder and one outside lane to remove and construct improvements along the east side of the bridge (as shown on Plan Sheet 9). 6-2.1.3 Phase Ill. Phase 111 consists of closing the southbound shoulder and one outside lane to remove and construct improvements along the west side of the bridge (as shown on Plan Sheet 10). 6-2.1.4 Phase IV. Phase IV consists of performing the remainder of work not completed in the previous phases. The work in this phase primarily consists of slurry sealing the asphalt pavement within the limits of work, and installing final signing and striping (as shown on Plan Sheet 11). Add the following section: 6-2.3 Project Meetings. The Engineer will establish the time and location of regular Project Meetings. Each Project Meeting shall be attended by the Contractor's Representative. The Project Representative shall be the individual determined under section 7-6, "The Contractor's Representative", SSPWC. No separate payment for attendance of the Contractor, the Contractor's Representative or any other em- ployee or subcontractor or subcontractor's employee at these meetings will be made. 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.4 Written Notice and Report. Modify as follows: 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 I\ ~f'DBE-02/29/2016 Contract No. 6014 & 6053 Page 80 of 168 Pages supervisor and the make and model of each piece of equipment placed on standby, the cumulative du- ration 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 nc submit any claim(s) therefor. 6-7 TIME OF COMPLETION. Add the following: The Contractor shall diligently prosecute the work to completion within 120 working days after the starting date specified in the Notice to Proceed. 6-7.2 Working Day. Add the following: 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, ex- cluding 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 permis- sion 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. The California Coastal Commission prohibits work by the contractor between Memorial Day weekend and Labor Day of any year. Furthermore, the Coastal Commission prohibits grading work from November 1 to March 31 of any year. The Contractor shall incorporate the dates, areas and types of work prohibited in this section in the Construction Schedule required by section 6.1. No additional payment, adjustment of bid prices or adjustment of Contract time of completion will be allowed as a consequence of the prohi- bition of work being performed within the dates, areas and/or types of work prohibited in this section. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. Delete the second paragraph and add the following: 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 Com- pletion" 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. Delete the first sentence of the third paragraph and substitute the following two sentences: 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. 6-9 LIQUIDATED DAMAGES. Modify the last sentence of the first paragraph and the first sentence of the second paragraph and add the following: For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted in accordance with 6-6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of $500. Execution of the Contract shall constitute agreement by the Agency and Contractor that $500 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, waiver of this paragraph or of any damages. ~ ~,DBE-02/29/2016 Contract No. 6014 & 6053 Page 81 of 168 Pages SECTION 7 --RESPONSIBILITIES of the CONTRACTOR 7-3 LIABILITY INSURANCE. Modify as follows: All insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:V and 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. 7-4 WORKERS' COMPENSATION INSURANCE. Add the following: 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. Delete the first sentence and add the following four sentences: Except as specified herein the agency will obtain, at no cost to the Contractor, all encroachment, right-of-way, grading, resource agency and building permits necessary to perform work for this Contract on Agency property, in streets, highways (except State highway right-of-way), railways 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 therefor. Add the following section: 7-5.1 Resource Agency Permits. Resource agency permits pertaining to this project include: 1) California Coastal Commission permit number 6-13-007-A 1. Add the following section: 7-5.2 Special Conditions for Coastal Development Permit. The Contractor must comply with the ap- proved Construction and Pollution Prevention Plan and the following special conditions as outlined in the Coastal Development Permit: 7-5.2.1 Protect Public Access. Construction shall protect and maximize public access, including by: 1) Construction shall not occur from Memorial Day weekend to Labor Day. 2) Staging and storage of construction equipment and materials (including debris) shall not take place within native vegetation areas or public parking spaces. Staging and storage of construction equipment and materials shall occur in inland areas at least 50 feet from coastal waters, drainage courses, and storm drain inlets, if feasible. Construction is prohibited outside of the defined con- struction, staging, and storage areas. 3) Any fencing or delineation used to keep the construction areas separated from public recreational use areas shall use unobtrusive fencing or equivalent measures to delineate construction areas. 4) All beaches, beach access points, and other recreational use areas impacted by construction activities shall be restored to their pre-construction condition or better within three days of com- pletion of construction. Any beach sand impacted shall be filtered as necessary to remove all construction debris from the beach. 5) Sand from the beach, cobbles, or shoreline rocks shall not be used for construction material. " •+fDBE-02/29/2016 Contract No. 6014 & 6053 Page 82 of 168 Pages 7-5.2.2 Minimize Erosion and Sediment Discharge. During construction, erosion and the discharge of sediment off-site or to coastal waters shall be minimized through the use of appropriate Best Manage- ment Practices (BMPs), including: 1) Land disturbance during construction (e.g., clearing, grading, and cut-and-fill) shall be minimized, and grading activities shall be phased, to avoid increased erosion and sedimentation. 2) Erosion control BMPs (such as mulch, soil binders, geotextile blankets or mats, or temporary seeding) shall be installed as needed to prevent soil from being transported by water or wind. Temporary BMPs shall be implemented to stabilize soil on graded or disturbed areas as soon as feasible during construction, where there is a potential for soil erosion to lead to discharge of sediment off-site or to coastal waters. 3) Sediment control BMPs (such as silt fences, fiber rolls, sediment basins, inlet protection, sand bag barriers, or straw bale barriers) shall be installed as needed to trap and remove eroded sed- iment from runoff, to prevent sedimentation of coastal waters. 4) Tracking control BMPs (such as a stabilized construction entrance/exit, and street sweeping) shall be installed or implemented as needed to prevent tracking sediment off-site by vehicles leaving the construction area. 5) Runoff control BMPs (such as a concrete washout facility, dewatering tank, or dedicated vehicle wash area) that will be implemented during construction to retain, infiltrate, or treat stormwater and non-stormwater runoff. 6) Grading shall be avoided during the rainy season, from November 1 to March 31. 7-5.2.3 Minimize Discharge of Construction Pollutants. The discharge of other pollutants resultinr from construction activities (such as chemicals, paints, vehicle fluids, petroleum products, asphalt anL cement compounds, debris, and trash) into runoff or coastal waters shall be minimized through the use of appropriate BMPs, including: 1) Materials management and waste management BMPs (such as stockpile management, spill pre- vention, and good housekeeping practices) shall be installed or implemented as needed to minimize pollutant discharge and polluted runoff resulting from staging, storage, and disposal of construction chemicals and materials. BMPs shall include, at a minimum: a. Covering stockpiled construction materials, soil, and other excavated materials to prevent contact with rain, and protecting all stockpiles from stormwater runoff using temporary perimeter barriers. b. Cleaning up all leaks, drips, and spills immediately; having a written plan for the clean-up of spills and leaks; and maintaining an inventory of products and chemicals used on site. c. Proper disposal of all wastes; providing trash receptacles on site; and covering open trash receptacles during wet weather. d. Prompt removal of all construction debris from the beach. e. Detaining, infiltrating, or treating runoff, if needed, prior to conveyance off-site during con- struction. 2) Fueling and maintenance of construction equipment and vehicles shall be conducted off site feasible. Any fueling and maintenance of mobile equipment conducted on site shall not take place on the beach, and shall take place at a designated area located at least 50 feet from coastal ft f.JDsE-0212912016 Contract No. 6014 & 6053 Page 83 of 168 Pages waters, drainage courses, and storm drain inlets, if feasible (unless those inlets are blocked to protect against fuel spills). The fueling and maintenance area shall be designed to fully contain any spills of fuel, oil, or other contaminants. Equipment that cannot be feasibly relocated to a designated fueling and maintenance area (such as cranes) may be fueled and maintained in other areas of the site, provided that procedures are implemented to fully contain any potential spills. 7-5.2.4 Minimize Other Impacts of Construction Activities. Other impacts of construction activities shall be minimized through the use of appropriate BMPs, including: 1) The damage or removal of non-invasive vegetation (including trees, native vegetation, and root structures) during construction shall be minimized, to achieve water quality benefits such as tran- spiration, vegetative interception, pollutant uptake, shading of waterways, and erosion control. 2) Soil compaction due to construction activities shall be minimized, to retain the natural stormwater infiltration capacity of the soil. 3) The use of temporary erosion and sediment control products (such as fiber rolls, erosion control blankets, mulch control netting, and silt fences) that incorporate plastic netting (such as polypro- pylene, nylon, polyethylene, polyester, or other synthetic fibers) shall be avoided, to minimize wildlife entanglement and plastic debris pollution. 7-5.2.5 Construction In, Over, or Adjacent to Coastal Waters and Habitat. Construction taking place in, over, or adjacent to coastal waters and habitat shall protect the coastal waters and habitat by imple- menting additional BMPs, including: 1) Construction activity shall not be conducted below the mean high tide line, unless tidal waters have receded and the area is part of the authorized work area. 2) All work shall take place during daylight hours, and lighting of the beach and ocean area is pro- hibited. 3) Tarps or other devices shall be used to capture debris, dust, oil, grease, rust, dirt, fine particles, and spills to protect the quality of coastal waters. 4) All erosion and sediment controls shall be in place prior to the commencement of construction, as well as at the end of each workday. At a minimum, if grading is taking place, sediment control BMPs shall be installed at the perimeter of the construction site to prevent construction-related sediment and debris from entering the ocean, waterways, natural drainage swales, and the storm drain system, or from being deposited on the beach. 7-5.2.6 Manage Construction-Phase BMPs. Appropriate protocols shall be implemented to manage all construction-phase BMPs (including installation and removal, ongoing operation, inspection, mainte- nance, and training), to protect coastal water quality. 7-7 COOPERATION AND COLLATERAL WORK. Add the following section: 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. ft f.JosE-0212912016 Contract No. 6014 & 6053 Page 84 of 168 Pages 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Add the following: Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to preserve the health safe! or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout th& 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 therefor. 7-8.5 Temporary Light, Power and Water. Add the following: The Contractor shall obtain a construc- tion 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 therefor. Said costs shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefor. 7-8.6 Water Pollution Control. 7-8.6.2 Best Management Practices (BMPs), Add the following: The Contractor shall comply with the City SWPPP Manual for Construction BMP's (2016 Edition) for a Tier 2 SWPPP and with the Erosion Control Plan (Sheet 12) for this project. Add the following section: 7-8.7 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 Ordi- nance, Carlsbad Municipal Code Chapter 8.48. 7-10 SAFETY. Add the following section: 7-10.4.6 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. 7-13 LAWS TO BE OBSERVED. Add the following: 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. Add the following section: 7-15 PREVAILING WAGE. Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available at City of Carlsbad, 1635 Faraday Avenue, Carlsbad, CA 92008 and available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov. The Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the books issued for bidding purposes entitled "Proposal an, Contract," and in copies of this book that may be examined at the offices described above where project plans, special provisions, and proposal forms may be seen. Addenda to modify the Federal minimum l' •ii'DBE-02/29/2016 Contract No. 6014 & 6053 Page 85 of 168 Pages wage rates, if necessary, will be issued to holders of "Proposal and Contract" books. Future effective general prevailing wage rates which have been predetermined and are on file with the California Depart- ment of Industrial Relations are referenced but not printed in the general prevailing wage rates. Attention is directed to the Federal minimum wage rate requirements in the "Proposal and Contract" books. If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Indus- trial Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. The Department will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations. Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall pay not less than the Federal minimum wage rate, which most closely approximates the duties of the employees in question. The U.S. Department of Transportation (DOT) provides a toll-free "hotline" service to report bid rigging activities. Bid rigging activities can be reported Mondays through Fridays, between 8:00 a.m. and 5:00 p.m., Eastern Time, Telephone No. 1-800-424-9071. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report these activities. The "hotline" is part of the DOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. Following are the general prevailing wage rates for San Diego County effective May 5, 2017. General Decision Number: CA170001 06/09/2017 CAl Superseded General Decision Number: CA20160001 State: California Construction Types: Building, Heavy (Heavy and Dredging), Highway and Residential County: San Diego County in California. BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS; RESIDENTIAL CONSTRUCTION PROJECTS (consisting of single family homes and apartments up to and including 4 stories) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/06/2017 1 01/27/2017 2 02/17/2017 3 02/24/2017 4 03/03/2017 5 03/10/2017 6 03/24/2017 7 05/05/2017 ft f.JDBE-0212912016 Contract No. 6014 & 6053 Page 86 of 168 Pages 8 05/12/2017 9 05/26/2017 10 06/09/2017 ASBE0005-002 07/04/2016 Rates Fringes Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) ..... $ 38.37 20.13 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls) ........................... $ 26.15 17.31 ASBE0005-004 07/04/2016 Rates Fringes Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not) .... $ 18.38 10.82 BOIL0092-003 10/01/2012 Rates Fringes BOILERMAKER ...................... $ 41.17 28.27 BRCA0004-008 11/01/2016 Rates Fringes BRICKLAYER; MARBLE SETTER ........ $ 35.30 17.35 BRCA0018-004 06/01/2016 Rates Fringes MARBLE FINISHER .................. $ 29.20 12.93 TILE FINISHER .................... $ 24.53 11.08 TILE LAYER ....................... $ 35.89 16.24 BRCA0018-010 09/01/2016 Rates Fringes TERRAZZO FINISHER ................ $ 28.53 12.27 TERRAZZO WORKER/SETTER ........... $ 35.57 13.14 CARP0409-002 07/01/2008 Rates Fringes Diver (1) Wet ..................... $ 663.68 9.82 (2) Standby ................. $ 331.84 9.82 (3) Tender .................. $ 323.84 9.82 (4) Assistant Tender ........ $ 299.84 9.82 Amounts in "Rates' column are per day CARP0409-008 08/01/2010 Rates Fringes ~ f.JosE-0212s12016 Contract No. 6014 & 6053 Page 87 of 168 Pages Modular Furniture Installer ...... $ 17.00 7.41 CARP0547-001 07/01/2016 Rates Fringes CARPENTER (1) Bridge ................. $ 37.28 10.58 (2) Commercial Building .... $ 32.30 10.58 (3) Heavy & Highway ........ $ 37.15 10.58 (4) Residential Carpenter .. $ 25.84 10.58 (5) Residential Insulation Installer ........ $ 18.00 8.16 MILLWRIGHT ....................... $ 40.70 17.03 PILEDRIVERMAN .................... $ 37. 28 10. 58 CARP0547-002 07/01/2009 Rates Fringes Drywall (1) Work on wood framed construction of single family residences, apartments or condominiums under four stories Drywall Installer/Lather ... $ 21.00 8.58 Drywall Stocker/Scrapper ... $ 11.00 6.67 (2) All other work Drywall Installer/Lather ... $ 27.35 9.58 Drywall Stocker/Scrapper ... $ 11.00 6.67 * ELEC0569-001 06/05/2017 Rates Fringes Electricians (Tunnel Work) Cable Splicer ............... $ 49.41 3 +12.63 Electrician ................. $ 46.97 3 +12.63 Electricians: (All Other Work, Including 4 Stories Residential) Cable Splicer ............... $ 44.00 3%+12.63 Electrician ................. $ 43.25 3~+12.63 * ELEC0569-004 06/05/2017 Rates Fringes ELECTRICIAN (Sound & Communications Sound Technician) ...................... $ 31.00 3 +11.53 SOUND TECHNICIAN: Terminating, operating and performing final check-out * ELEC0569-005 06/05/2017 Rates Fringes Sound & Communications Sound Technician ............ $ 31.00 3 +11.53 SOUND TECHNICIAN: Terminating, operating and performing final check-out ELEC0569-006 02/27/2017 Work on street lighting; traffic signals; and underground systems and/or established easements outside of buildings Rates Fringes Traffic signal, street light and underground work Utility Technician #1 ....... $ 30.48 3%+7.70 ft ~DBE-02/29/2016 Contract No. 6014 & 6053 Page 88 of 168 Pages Utility Technician #2 ....... $ 25.45 3~+7.70 STREET LIGHT & TRAFFIC SIGNAL WORK: UTILITY TECHNICIAN #1: Installation of street lights and traffic signals, including electrical circuitry, programmable controller, pedestal-mounted electrical meter enclosures and laying of pre-assembled cable in ducts. The layout of electrical systems and communication installation including proper position of trench depths, and radius at duct banks, location for manholes, street lights and traffic signals. UTILITY TECHNICIAN #2: Distribution of material at jobsite, installation of underground ducts for electrical, telephone, cable TV land communication systems. The setting, leveling, grounding and racking of precast manholes, handholes and transformer pads. * ELEC0569-008 06/05/2017 Rates Fringes ELECTRICIAN (Residential, 1-3 Stories) ......................... $ 32.81 3%+6.61 ELEC1245-001 06/01/2015 Rates Fringes LINE CONSTRUCTION (1) Lineman; Cable splicer .. $ 52.85 15.53 (2) Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead & underground distribution line equipment) ........... $ 42.21 14.32 (3) Groundman ............... $ 32.28 14.03 (4) Powderman ............... $ 47.19 14.60 HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day ELEV0018-001 01/01/2017 Rates Fringes ELEVATOR MECHANIC ................ $ 52.21 31.585 FOOTNOTE: PAID VACATION: Employer contributes 8~ of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. ENGI0012-003 07/01/2016 Rates Fringes OPERATOR: Power Equipment (All Other Work) GROUP 1 .................... $ GROUP 2 .................... $ GROUP 3 .................... $ GROUP 4 .................... $ GROUP 5 .................... $ GROUP 6 .................... $ GROUP 8 .................... $ ft f.J DBE-02/29/2016 39.95 23.35 40.73 23.35 41.02 23.35 42.51 23.35 41. 86 23.35 41. 83 23.35 42.84 23.35 Contract No. 6014 & 6053 Page 89 of 168 Pages GROUP 9 ............ ... . . . . .$ GROUP 10 ......... .... . . . . . . $ GROUP 11. .... .. . .... . . . . . $ GROUP 12 ...... .. . . . . . . . . . . . $ GROUP 13 .... ........ . . . . . . . $ GROUP 14 ..... ........ . . . . . . . $ GROUP 15 ............. .... . . . $ GROUP 16 .. .......... . . . . . . $ GROUP 17 ............. .... . . . $ GROUP 18 ................. . . $ GROUP 19 ................. .. $ GROUP 20 ............. .... ... $ GROUP 21 ............. .... . . . $ GROUP 22 ............. .... . . . $ GROUP 23. ............. . . . . . $ GROUP 24 ............. ..... . . $ GROUP 25 ............. . . . . . . . $ OPERATOR: Power Equipment (Cranes, Piledriving & Hoisting) 42.19 23.35 42. 96 23.35 42.31 23.35 43.13 23.35 43.23 23.35 43.26 23.35 43.34 23.35 43.46 23.35 43.63 23.35 43.73 23.35 43.84 23.35 43. 96 23.35 44.13 23.35 44.23 23.35 44.34 23.35 44.46 23.35 44.63 23.35 GROUP 1. ................... $ 43.20 22.15 GROUP 2 .................... $ 43.98 22.15 GROUP 3 .................... $ 44.27 22.15 GROUP 4 .................... $ 44.41 22.15 GROUP 5 .................... $ 44.63 22.15 GROUP 6 .................... $ 44.74 22.15 GROUP 7 .................... $ 44.86 22.15 GROUP 8 .................... $ 45.03 22.15 GROUP 9 .................... $ 45.20 22.15 GROUP 10 .................... $ 46.20 22.15 GROUP 11 .................... $ 47.20 22.15 GROUP 12 .................... $ 48.20 22.15 GROUP 13 .................... $ 49.20 22.15 OPERATOR: Power Equipment (Tunnel Work) GROUP 1 .................... $ GROUP 2 .............••..... $ GROUP 3 .................... $ GROUP 4 .................... $ GROUP 5 ....•............... $ GROUP 6 ....•............•.. $ GROUP 7 .............•...... $ PREMIUM PAY: 41. 80 23.35 42.58 23.35 42.87 23.35 43.01 23.35 43.23 23.35 43.34 23.35 43.46 23.35 $3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp Pendleton Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman l' • ., DBE-02/29/2016 Contract No. 6014 & 6053 Page 90 of 168 Pages GROUP 2: Asphalt-rubber plant operator (nurse tank operator) Concrete mixer operator-skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd. without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator; Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types -Hughes 100 or 200 or similar types - drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift). GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types -Watson 1000 auger or similar types -Texoma 330, 500 or 600 auger or similar types -drilling depth of 45' maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms); Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; " •.,DBE-02/29/2016 Contract No. 6014 & 6053 Page 91 of 168 Pages Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types -Watson 1500, 2000 2500 auger or similar types -Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pumpcrete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Selfpropelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 -100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator; Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 9: Heavy Duty Repairman GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol-blade operator (single engine); Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment) GROUP 11: Heavy Duty Repairman -Welder Combination, Welder - Certified. ~ ~ DBE-02/29/2016 Contract No. 6014 & 6053 Page 92 of 168 Pages GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types -Watson, auger 6000 or similar types -Hughes Super Duty, auger 200 or similar types -drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); Pipe mobile machine operator; Rubber-tired earth-moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self-loading scraper operator (paddle-wheel-auger type self-loading -two (2) or more units) GROUP 13: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 14: Canal liner operator; Canal trimmer operator; Remote-control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.) GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck) GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem -Quad 9 and similar type) GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 19: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units -multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units -multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) ~ f.JoBE-02/29/2016 Contract No. 6014 & 6053 Page 93 of 168 Pages GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types) GROUP 2: Truck crane oiler GROUP 3: A-frame or winch truck operator; Ross carrier operator (jobsite) GROUP 4: Bridge-type unloader and turntable operator; Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum) GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane repair; Tugger hoist operator (3 drum) GROUP 8: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.) GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and ft f.JosE-0212912016 Contract No. 6014 & 6053 Page 94 of 168 Pages including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2: Power-driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGINEERS ZONES $1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below: That area within the following Boundary: Begin in San Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, Tl7N,m Rl4E, San Bernardino Meridian. Continue Win a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, ft ~,DBE-02/29/2016 Contract No. 6014 & 6053 Page 95 of 168 Pages T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM. Continue S to SW corner of TllN, Rl7W, SBM. Continue E along south boundary of TllN, SBM to SW corner of TllN, R7W, SBM. Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, RlE, SBM. Continue S along west boundary of RlE, SMB to Riverside County line at the SW corner of TlS, RlE, SBM. Continue E along south boundary of Tls, SBM (Riverside County Line) to SW corner of TlS, Rl0E, SBM. Continue S along west boundary of Rl0E, SBM to Imperial County line at the SW corner of TBS, Rl0E, SBM. Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, Tl7N, Rl4E, SBM $1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below: That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, Rl6E, Mt. Diablo Meridian. Continue south along the west side of Rl6E to the SW corner of T30S, Rl6E, MDM. Continue E to SW corner of T30S, Rl7E, MDM. Continue S to SW corner of T31S, Rl7E, MDM. Continue E to SW corner of T31S, Rl8E, MDM. Continue S along West side of Rl8E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM. Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of TSN, R21W. Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of Tl2N, R21W, SBM. Continue West along the north edge of Tl2N, SBM to the SE corner of T32S, R21E, MDM. [Tl2N SBM is a think strip between TllN SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, Rl6E, MDM. $2.00 additional per hour for INYO and MONO Counties and the ft '-losE-0212912016 Contract No. 6014 & 6053 Page 96 of 168 Pages Northern portion of SAN BERNARDINO County as defined below: That area within the following Boundary: Begin at the intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, Tl0N, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, TBS, R29E, MDM. Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM. Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM. Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, Tl7N, Rl4E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, Tl0N, R22E, MDM. REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE ENGI0012-004 08/01/2015 Rates Fringes OPERATOR: Power Equipment (DREDGING) (1) Leverman ................ $ 49.50 23.60 (2) Dredge dozer ............ $ 43.53 23.60 (3) Deckmate ................ $ 43.42 23.60 (4) Winch operator (stern winch on dredge) ............ $ 42.87 23.60 (5) Fireman-Oiler, Deckhand, Bargeman, Leveehand ................... $ 42.33 23.60 (6) Barge Mate .............. $ 42.94 23.60 IRON0377-002 07/01/2016 Rates Fringes Ironworkers: Fence Erector ............... $ 28.33 20.64 Ornamental, Reinforcing and Structural .............. $ 34.75 29.20 PREMIUM PAY: $6.00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms -Marine Corps, U.S. Marine Base -Barstow, U.S. Naval Air Facility -Sealey, Vandenberg AFB $4.00 additional per hour at the following locations: Army Defense Language Institute -Monterey, Fallon Air Base, Naval Post Graduate School -Monterey, Yermo Marine Corps Logistics Center $2.00 additional per hour at the following locations: Port Hueneme, Port Mugu, U.S. Coast Guard Station -Two Rock LABO0089-001 07/18/2016 ~ ~DBE-02/29/2016 Contract No. 6014 & 6053 Page 97 of 168 Pages Rates Fringes LABORER (BUILDING and all other Residential Construction) Group l. .................... $ 29.42 19.78 Group 2 ..................... $ 30.10 19.78 Group 3 ..................... $ 30.81 19.78 Group 4 ..................... $ 31.61 19.78 Group 5 ..................... $ 33.54 19.78 LABORER (RESIDENTIAL CONSTRUCTION -See definition below) (1) Laborer ................. $ 27.32 18.11 (2) Cleanup, Landscape, Fencing (Chain Link & Wood).$ 26.03 18.11 RESIDENTIAL DEFINITION: Wood or metal frame construction of single family residences, apartments and condominums - excluding (a) projects that exceed three stories over a garage level, (b) any utility work such as telephone, gas, water, sewer and other utilities and (c) any fine grading work, utility work or paving work in the future street and public right-of-way; but including all rough grading work at the job site behind the existing right of way LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete Screeding for Rought Strike-off; Concrete, water curing; Demolition laborer; Flagman; Gas, oil and/or water pipeline laborer; General Laborer; General clean-up laborer; Landscape laborer; Jetting laborer; Temporary water and air lines laborer; Material hoseman (walls, slabs, floors and decks); Plugging, filling of Shee-bolt holes; Dry packing of concrete; Railroad maintenance, Repair Trackman and road beds, Streetcar and railroad construction trac laborers; Slip form raisers; Slurry seal crews (mixer operator, applicator operator, squeegee man, Shuttle man, top man), filling of cracks by any method on any surface; Tarman and mortar man; Tool crib or tool house laborer; Window cleaner; Wire Mesh puling-all concrete pouring operations GROUP 2: Asphalt Shoveler; Cement Dumper (on 1 yard or larger mixer and handling bulk cement); Cesspool digger and installer; Chucktender; Chute man, pouring concrete, the handling of the cute from ready mix trucks, such as walls, slabs, decks, floors, foundations, footings, curbs, gutters and sidewalks; Concrete curer-impervious membrane and form oiler; Cutting torch operator (demoliton); Guinea chaser; Headboard man-asphlt; Laborer, packing rod steel and pans; membrane vapor barrier installer; Power broom sweepers (small); Riiprap, stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Tank sealer and cleaner; Tree climber, faller, ch~in saw operator, Pittsburgh Chipper and similar type brush shredders; Underground laborers, including caisson bellower GROUP 3: Buggymobile; Concrete cutting torch; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2 1/2 feet drill steel or longer; Dri Pak-it machine; High sealer (including drilling of same); Hydro seeder and similar type; Impact wrench, mult-plate; Kettlemen, potmen and mean applying asphalt, lay-kold, creosote, line caustic and similar type materials (applying means applying, dipping, brushing or handling of such materials for pipe l\ •.,DBE-02/29/2016 Contract No. 6014 & 6053 Page 98 of 168 Pages wrapping and waterproofing); Operators of pneumatic, gas, electric tools, vibratring machines, pavement breakers, air blasting, come-along, and similar mechanical tools not separately classified herein; Pipelayers back up man coating, grouting, making of joints, sealing, caulking, diapering and inclduing rubber gasket joints, pointing and any and all other services; Rotary Scarifier or multiple head concrete chipping scaarifier; Steel header board man and guideline setter; Tampers, Barko, Wacker and similar type; Trenching machine, handpropelled GROUP 4: Asphalt raker, luterman, ironer, apshalt dumpman and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), Grinder or sander; Concrete saw man; cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Laser beam in connection with laborer's work; Oversize concrete vibrator operator 70 pounds and over; Pipelayer performing all services in the laying, installation and all forms of connection of pipe from the point of receiving pipe in the ditch until completion of oepration, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit, and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid, gas, air or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzleman), Porta shot-blast, water blasting GROUP 5: Blasters Powderman-All work of loading holes, placing and blasting of all pwder and explosives of whatever type, regardless of method used for such loading and placing; Driller-all power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power. LABO0089-002 11/01/2016 Rates Fringes LABORER (MASON TENDER) ........... $ 29.62 15.89 LABO0089-004 07/03/2016 HEAVY AND HIGHWAY CONSTRUCTION Rates Fringes Laborers: Group 1. .................... $ 30.54 17.89 Group 2 ..................... $ 31.00 17.89 Group 3 ..................... $ 31.41 17.89 Group 4 ..................... $ 32.25 17.89 Group 5 ..................... $ 36.37 17.89 LABORER CLASSIFICATIONS GROUP 1: Laborer: General or Construction Laborer, Landscape Laborer. Asphalt Rubber Material Loader. Boring Machine Tender (outside), Carpenter Laborer (cleaning, handling, oiling & blowing of panel forms and lumber), Concrete Laborer, Concrete Screeding for rough strike-off, Concrete water curing. Concrete Curb & Gutter laborer, Certified Confined Space Laborer, Demolition laborer & Cleaning of Brick and lumber,Expansion Joint Caulking; Environmental Remediation, Monitoring Well, Toxic waste and Geotechnical ft f.JosE-0212912016 Contract No. 6014 & 6053 Page 99 of 168 Pages Drill tender, Fine Grader, Fire Watcher, Limbers, Brush Loader, Pilers and Debris Handlers. flagman. Gas Oil and Water Pipeline Laborer. Material Hoseman (slabs, walls, floors, decks); Plugging, filling of shee bolt holes; Dry packing of concrete and patching; Post Holer Digger (manual); Railroad maintenance, repair trackman, road beds; Rigging & signaling; Scaler, Slip-Form Raisers, Filling cracks on any surface, tool Crib or Tool House Laborer, Traffic control (signs, barriers, barricades, delineator, cones etc.), Window Cleaner GROUP 2: Asphalt abatement; Buggymobile; Cement dumper (on 1 yd. or larger mixers and handling bulk cement); Concrete curer, impervious membrane and form oiler; Chute man, pouring concrete; Concrete cutting torch; Concrete pile cutter; driller/Jackhammer, with drill steel 2 1/'2 feet or longer; Dry pak-it machine; Fence erector; Pipeline wrapper, gas, oil, water, pot tender & form man; Grout man; Installation of all asphalt overlay fabric and materials used for reinforcing asphalt; Irrigation laborer; Kettleman-Potman hot mop, includes applying asphalt, lay-klold, creosote, lime caustic and similar tyhpes of materials (dipping, brushing, handling) and waterproofing; Merr~rane vapor barrier installer; Pipelayer backup man (coating, grouting, making of joints, sealing caulkiing, diapering including rubber basket joints, pointing); Rotary scarifier, multiple head concrete chipper; Rock slinger; Roto scraper & tiller; Sandblaster pot tender; Septic tank digger/installer; Tamper/wacker operator; Tank scaler & cleaner; Tar man & mortar man; Tree climber/faller, chainb saw operator, Pittsburgh chipper & similar type brush shredders. GROUP 3: Asphalt, installation of all frabrics; Buggy Mobile Man, Bushing hammer; Compactor (all types), Concrete Curer -Impervious membrane, Form Oiler, Concrete Cutting Torch, Concrete Pile Cutter,Driller/Jackhammer with drill steel 2 1/2 ft or longer, Dry Pak-it machine, Fence erector including manual post hole digging, Gas oil or water Pipeline Wrapper - 6 ft pipe and over, Guradrail erector, Hydro seeder, Impact Wrench man (multi plate), kettleman-Potman Hot Mop includes applying Asphalt, Lay-Kold, Creosote, lime caustic and similar types of materials (dipping, brushing or handling) and waterproofing. Laser Beam in connection with Laborer work. High Scaler, Operators of Pneumatic Gas or Electric Tools, Vibrating Machines, Pavement Breakers, Air Blasting, Come-Alongs and similar mechanical tools, Remote-Controlled Robotic Tools in connection with Laborers work. Pipelayer Backup Man (Coating, grouting,m makeing of joints, sealing, caulking, diapering including rubber gasket joints, pointing and other services). Power Post Hole Digger, Rotary Scarifier (multiple head concrete chipper scarifier), Rock Slinger, Shot Blast equipment (8 to 48 inches), Steel Headerboard Man and Guideline Setter, Tamper/Wacker operator and similar types, Trenching Machine hand propelled. GROUP 4: Any worker exposed to raw sewage. Asphalt Raker, Luteman, Asphalt Dumpman, Asphalt Spreader Boxes, Concrete Core Cutter, Concrete Saw Man, Cribber, Shorer, Head Rock Slinger. Installation of subsurface instrumentation, monitoring wells or points, remediation system installer; Laborer, asphalt-rubber distributor boatman; Oversize ft ~DBE-02/29/2016 Contract No. 6014 & 6053 Page 100 of 168 Pages concrete vibrator operators, 70 pounds or over. Pipelayer, Prfefabricated Manhole Installer, Sandblast Nozzleman (Water Balsting-Porta Shot Blast), Traffic Lane Closure. GROUP 5: Blasters Powderman-All work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Horizontal directional driller, Boring system, Electronic traking, Driller: all power drills excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and all other types of mechanical drills without regard to form of motive power. Environmental remediation, Monitoring well, Toxic waste and Geotechnical driller, Toxic waste removal. Welding in connection with Laborer's work. LABO0300-005 01/01/2017 Rates Fringes Asbestos Removal Laborer ......... $ 31.88 16.82 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos-containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. LABO1184-001 07/04/2016 Rates Fringes Laborers: (HORIZONTAL DIRECTIONAL DRILLING) (1) Drilling Crew Laborer ... $ (2) Vehicle Operator/Hauler.$ (3) Horizontal Directional Drill Operator .............. $ (4) Electronic Tracking Locator ..................... $ Laborers: (STRIPING/SLURRY SEAL) GROUP 1 ..................... $ GROUP 2 ..................... $ GROUP 3 ..................... $ GROUP 4 ..................... $ 33.65 13.95 33.82 13. 95 35.67 13.95 37.67 13.95 34.86 17.03 36.16 17.03 38.17 17.03 39.91 17.03 LABORERS -STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the ft ~,DBE-02/29/2016 Contract No. 6014 & 6053 Page 101 of 168 Pages application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment LABO1414-003 08/03/2016 Rates Fringes LABORER PLASTER CLEAN-UP LABORER .... $ 31.60 19.28 PLASTER TENDER .............. $ 34.15 19.28 Work on a swing stage scaffold: $1.00 per hour additional. Work at Military Bases -$3.00 additional per hour: Coronado Naval Amphibious Base, Fort Irwin, Marine Corps Air Station-29 Palms, Imperial Beach Naval Air Station, Marine Corps Logistics Supply Base, Marine Corps Pickle Meadows, Mountain Warfare Training Center, Naval Air Facility-Seeley, North Island Naval Air Station, Vandenberg AFB. PAIN0036-001 08/01/2016 Rates Fringes Painters: ( Including Lead Abatement) (1) Repaint (excludes San Diego County) ............... $ 27. 59 13. 24 (2) All Other Work .......... $ 31.12 13.24 REPAINT of any previously painted structure. Exceptions: work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities. PAIN0036-010 10/01/2015 Rates Fringes DRYWALL FINISHER/TAPER (1) Building & Heavy Construction ................ $ 27.84 15.20 (2) Residential Construction (Wood frame apartments, single family homes and multi-duplexes up to and including four stories) .................... $ 21.00 13.91 PAIN0036-012 10/01/2016 Rates Fringes GLAZIER .......................... $ 41.55 11.93 PAIN0036-019 01/01/2017 Rates Fringes SOFT FLOOR LAYER ................. $ 28.77 13.31 PLAS0200-005 08/06/2015 Rates Fringes PLASTERER ........................ $ 38. 44 13. 77 ft f.JosE-0212912016 Contract No. 6014 & 6053 Page 102 of 168 Pages NORTH ISLAND NAVAL AIR STATION, COLORADO NAVAL AMPHIBIOUS BASE, IMPERIAL BEACH NAVAL AIR STATION: $3.00 additional per hour. PLAS0500-001 07/01/2016 Rates Fringes CEMENT MASON/CONCRETE FINISHER GROUP 1 ..................... $ 23.84 21.17 GROUP 2 ..................... $ 25.49 21.17 GROUP 3 ..................... $ 2 7. 5 7 21. 1 7 CEMENT MASONS -work inside the building line, meeting the following criteria: GROUP l: Residential wood frame project of any size; work classified as Type III, IV or Type V construction; interior tenant improvement work regardless the size of the project; any wood frame project of four stories or less. GROUP 2: Work classified as type I and II construction GROUP 3: All other work PLUM0016-006 07/01/2016 Rates Fringes PLUMBER, PIPEFITTER, STEAMFITTER Camp Pendleton .............. $ 51.69 21.41 Plumber and Pipefitter All other work except work on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5,000 sq. ft. of floor space and work on strip malls, light commercial, tenant improvement and remodel WO r k ....................... $ 4 7 . 19 21 . 4 1 Work ONLY on new additions and remodeling of commercial buildings, bars, restaurants, and stores not to exceed 5,000 sq. ft. of floor space ...... $ 45.73 20.43 Work ONLY on strip malls, light commercial, tenant improvement and remodel WO r k ........................ $ 3 5 . 6 9 18 . 7 6 PLUM0016-011 07/01/2016 Rates Fringes PLUMBER/PIPEFITTER Residential ................. $ 38.17 17.33 PLUM0345-001 07/01/2014 Rates Fringes PLUMBER Landscape/Irrigation Fitter.$ 29.27 19.75 Sewer & Storm Drain Work .... $ 33.24 17.13 ROOF0045-001 07/01/2014 Rates Fringes ROOFER ........................... $ 27.73 8.12 ~ {.1DBE-02/29/2016 Contract No. 6014 & 6053 Page 103 of 168 Pages SFCA0669-001 04/01/2017 Rates Fringes SPRINKLER FITTER ................. $ 39.17 15.84 SHEE0206-001 07/01/2015 Rates Fringes SHEET METAL WORKER Camp Pendleton .............. $ 37.55 23.23 Except Camp Pendleton ....... $ 35.33 23.23 Sheet Metal Technician ...... $ 25.22 6.69 SHEET METAL TECHNICIAN -SCOPE: a. Existing residential buildings, both single and multi-family, where each unit is heated and/or cooled by a separate system b. New single family residential buildings including tracts. c. New multi-family residential buildings, not exceeding five stories of living space in height, provided each unit is heated or cooled by a separate system. Hotels and motels are excluded. d. LIGHT COMMERCIAL WORK: Any sheet metal, heating and air conditioning work performed on a project where the total construction cost, excluding land, is under $1,000,000 e. TENANT IMPROVEMENT WORK: Any work necessary to finish interior spaces to conform to the occupants of commercial buildings, after completion of the building shell TEAM0036-001 07/04/2016 Rates Fringes Truck drivers: GROUP 1 ..................... $ 15.90 30.69 GROUP 2 ..................... $ 23.49 30.69 GROUP 3 ..................... $ 23.69 30.69 GROUP 4 ..................... $ 23.89 30.69 GROUP 5 ..................... $ 24.09 30.69 GROUP 6 ..................... $ 24.59 30.69 GROUP 7 ..................... $ 26.09 30.69 FOOTNOTE: HAZMAT PAY: Work on a hazmat job, where hazmat certification is required, shall be paid, in addition to the classification working in, as follows: Levels A, Band C -+$1.00 per hour. Workers shall be paid hazmat pay in increments of four (4) and eight (8) hours. TRUCK DRIVER CLASSIFICATIONS GROUP 1: Fuel Man, Swamper GROUP 2: 2-axle Dump Truck, 2-axle Flat Bed,Concrete Pumping Truck, Industrial Lift Truck, Motorized Traffic Control, Pickup Truck on Jobsite GROUP 3: 2-axle Water Truck, 3-axle Dump Truck, 3-axle Flat Bed, Erosion Control Nozzleman, Dump Crete Truck under 6.5 yd, Forklift 15,000 lbs and over, Prell Truck, Pipeline Work Truck Driver, Road Oil Spreader, Cement Distributor or Slurry Driver, Bootman, Ross Carrier GROUP 4: Off-road Dump Truck under 35 tons 4-axles but less than 7-axles, Low-Bed Truck & Trailer, Transit Mix Trucks under 8 yd, 3-axle Water Truck, Erosion Control Driver, Grout Mixer Truck, Dump Crete 6.5yd and over, Dumpster Trucks, DW 10, DW 20 and over, Fuel Truck and Dynamite, Truck Greaser, Truck Mounted Mobile Sweeper 2-axle Winch Truck GROUP 5: Off-road Dump Truck 35 tons and over, 7-axles or more, Transit Mix Trucks 8 yd and over, A-Frame Truck, Swedish Cranes GROUP 6: Off-Road Special Equipment (including but not ~ f.1DBE-02/29/2016 Contract No. 6014 & 6053 Page 104 of 168 Pages limited to Water Pull Tankers, Athey Wagons, DJB, B70 Wuclids or like Equipment) GROUP 7: Repairman WELDERS -Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses ( 2 9 C FR 5 . 5 (a) ( 1) (ii) ) . The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and ~ ~, DBE-02/29/2016 Contract No. 6014 & 6053 Page 105 of 168 Pages non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100~ of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CEA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an ft f.JosE-0212912016 Contract No. 6014 & 6053 Page 106 of 168 Pages interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION Add the following section: 7-16 PUBLIC SAFETY The Contractor shall provide for the safety of traffic and the public in conformance with the provisions in Section 7-1.04, "Public Safety," of the Caltrans Standard Specifications and these special provisions. The Contractor shall install temporary railing (Type K) between a lane open to public traffic and an exca- vation, obstacle or storage area when the following conditions exist: A. Excavations.-The near edge of the excavation is 3.6 m or less from the edge of the lane, except: 1. Excavations covered with sheet steel or concrete covers of adequate thickness to prevent accidental entry by traffic or the public. 2. Excavations less than 0.3-m deep. 3. Trenches less than 0.3-m wide for irrigation pipe or electrical conduit, or excavations less than 0.3-m in diameter. 4. Excavations parallel to the lane for the purpose of pavement widening or reconstruction. 5. Excavations in side slopes, where the slope is steeper than 1 :4 (vertical:horizontal). 6. Excavations protected by existing barrier or railing. B. Temporarily Unprotected Permanent Obstacles.-The work includes the installation of a fixe, obstacle together with a protective system, such as a sign structure together with protective rail- ing, and the Contractor elects to install the obstacle prior to installing the protective system; or the Contractor, for the Contractor's convenience and with permission of the Engineer, removes a portion of an existing protective railing at an obstacle and does not replace such railing complete in place during the same day. C. Storage Areas.-Material or equipment is stored within 3.6 m of the lane and the storage is not otherwise prohibited by the provisions of the Standard Specifications and these special provi- sions. The approach end of temporary railing (Type K), installed in conformance with the provisions in this sec- tion "Public Safety" and in Section 7-1.04, "Public Safety," of the Standard Specifications, shall be offset a minimum of 4.6 m from the edge of the traffic lane open to public traffic. The temporary railing shall be installed on a skew toward the edge of the traffic lane of not more than 0.3-m transversely to 3 m longi- tudinally with respect to the edge of the traffic lane. If the 4.6-m minimum offset cannot be achieved, the temporary railing shall be installed on the 10 to 1 skew to obtain the maximum available offset between the approach end of the railing and the edge of the traffic lane, and an array of temporary crash cushion modules shall be installed at the approach end of the temporary railing. Temporary railing (Type K) shall conform to the provisions in Section 12-3.20, "Type K Temporary Rail- ing," of the Standard Specifications. Temporary railing (Type K), conforming to the details shown on 1999 Standard Plan T3, may be used. Temporary railing (Type K) fabricated prior to January 1, 1993, and conforming to 1988 Standard Plan B11-30 may be used, provided the fabrication date is printed on the required Certificate of Compliance. Temporary crash cushion modules shall conform to the provisions in "Temporary Crash Cushion Module" of these special provisions. ft QDBE-02/29/2016 Contract No. 6014 & 6053 Page 107 of 168 Pages Except for installing, maintaining and removing traffic control devices, whenever work is performed or equipment is operated in the following work areas, the Contractor shall close the adjacent traffic lane unless otherwise provided in the Standard Specifications and these special provisions: Approach Speed of Public Traffic (Posted Limit) Work Areas Over 45 Miles Per Hour Within 1.8 m of a traffic lane but not on a traffic lane 35 to 45 Miles Per Hour Within 0.9-m of a traffic lane but not on a traffic lane The lane closure provisions of this section shall not apply if the work area is protected by permanent or temporary railing or barrier. When traffic cones or delineators are used to delineate a temporary edge of a traffic lane, the line of cones or delineators shall be considered to be the edge of the traffic lane, however, the Contractor shall not reduce the width of an existing lane to less than 3 m without written approval from the Engineer. When work is not in progress on a trench or other excavation that required closure of an adjacent lane, the traffic cones or portable delineators used for the lane closure shall be placed off of and adjacent to the edge of the traveled way. The spacing of the cones or delineators shall be not more than the spacing used for the lane closure. Suspended loads or equipment shall not be moved nor positioned over public traffic or pedestrians. Full compensation for conforming to the provisions in this section "Public Safety," including furnishing and installing temporary railing (Type K) and temporary crash cushion modules, shall be considered as included in the Contract prices paid for the various items of work involved and no additional compensation will be allowed therefor. Add the following section: 7-18 BUY AMERICA REQUIREMENTS. --Attention is directed to the "Buy America" requirements of the Surface Transportation Assistance Act of 1982 (Section 165) and the lntermodal Surface Transpor- tation Efficiency Act of 1991 (ISTEA) Sections 1041(a) and 1048(a), and the regulations adopted pursuant thereto. In conformance with the law and regulations, all manufacturing processes for steel and iron materials furnished for incorporation into the work on this project shall occur in the United States; with the exception that pig iron and processed, pelletized and reduced iron ore manufactured outside of the United States may be used in the domestic manufacturing process for such steel and iron materials. The application of coatings, such as epoxy coating, galvanizing, painting, and other coating that protects or enhances the value of steel or iron materials shall be considered a manufacturing process subject to the "Buy America" requirements. A Certificate of Compliance shall be furnished for steel and iron materials. The certificates, in addition to certifying that the materials comply with the specifications, shall specifically certify that all manufacturing processes for the materials occurred in the United States, except for the above exceptions. The requirements imposed by the law and regulations do not prevent a minimal use of foreign steel and iron materials if the total combined cost of the materials used does not exceed one-tenth of one percent (0.1 percent) of the total Contract cost or $2,500, whichever is greater. The Contractor shall furnish the Engineer acceptable documentation of the quantity and value of the foreign steel and iron prior to incor- porating the materials into the work. Add the following section: 7-19 REMOVAL OF ASBESTOS AND HAZARDOUS SUBSTANCES. --When the presence of asbes- tos or hazardous substances are not shown on the plans or indicated in the specifications and the Contractor encounters materials which the Contractor reasonably believes to be asbestos or a hazardous substance as defined in Section 25914.1 of the Health and Safety Code, and the asbestos or hazardous substance has not been rendered harmless, the Contractor may continue work in unaffected areas rea- sonably believed to be safe. The Contractor shall immediately cease work in the affected area and report the condition to the Engineer in writing. In conformance with Section 25914.1 of the Health and Safety Code, removal of asbestos or hazardous substances including exploratory work to identify and determine the extent of the asbestos or hazardous substance will be performed by separate contract. ~ f.JoBE-0212912016 Contract No. 6014 & 6053 Page 108 of 168 Pages If delay of work in the area delays the current controlling operation, the delay will be considered a right of way delay and the Contractor will be compensated for the delay in conformance with the provisions in Section 8-1.07, "Delays," of the Standard Specifications. Add the following schedule: 7-20 SUBCONTRACTOR AND DBE RECORDS Use each DBE subcontractor as listed on the List of Subcontractors form and the Local Agency Bidder DBE Commitment (Construction Contracts), Exhibit 15-G, forms unless you receive authorization for a substitution. The Agency requests the Contractor to: 1. Notify the Engineer of any changes to its anticipated DBE participation 2. Provide this notification before starting the affected work Maintain records including: 1. Name and business address of each 1st-tier subcontractor 2. Name and business address of each DBE subcontractor, DBE vendor, and DBE trucking company, regardless of tier 3. Date of payment and total amount paid to each business If you are a DBE contractor, include the date of work performed by your own forces and the corresponding value of the work. Before the 15th of each month, submit a Monthly DBE Trucking Verification form. If a DBE is decertified before completing its work, the DBE must notify you in writing of the decertification date. If a business becomes a certified DBE before completing its work, the business must notify you in writing of the certification date. Submit the notifications. On work completion, complete a Disadvantager' Business Enterprises (DBE) Certification Status Change, Exhibit 17-0, form. Submit the form within 3L days of contract acceptance. Upon work completion, complete a Final Report -Utilization of Disadvantaged Business Enterprises (DBE), First-Tier Subcontractors, Exhibit 17-F, form. Submit it within 90 days of contract acceptance. The Agency withholds $10,000 until the form is submitted. The Agency releases the withhold upon sub- mission of the completed form. Add the following section: 7-22 PERFORMANCE OF DISADVANTAGED BUSINESS ENTERPRISES DBEs must perform work or supply materials as listed in the Local Agency Bidder DBE Commitment (Construction Contracts), Exhibit 15-G, included in the Bid. Do not terminate or substitute a listed DBE for convenience and perform the work with your own forces or obtain materials from other sources without authorization from the Agency. The Agency authorizes a request to use other forces or sources of materials if it shows any of the follow- ing justifications: 1. Listed DBE fails or refuses to execute a written contract based on plans and specifications 2. 3. for the project. You stipulated that a bond is a condition of executing the subcontract and the listed DBE fails to meet your bond requirements. Work requires a contractor's license and listed DBE does not have a valid license under Contractors License Law. 4. Listed DBE fails or refuses to perform the work or furnish the listed materials. 5. Listed DBE's work is unsatisfactory and not in compliance with the contract. 6. Listed DBE is ineligible to work on the project because of suspension or debarment. ~ f.JDBE-0212s12016 Contract No 6014 & 60!=53 7. Listed DBE becomes bankrupt or insolvent. 8. Listed DBE voluntarily withdraws with written notice from the Contract 9. Listed DBE is ineligible to receive credit for the type of work required. 10. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the Contract. 11. Agency determines other documented good cause. Notify the original DBE of your intent to use other forces or material sources and provide the reasons. Provide the DBE with 5 days to respond to your notice and advise you and the Agency of the reasons why the use of other forces or sources of materials should not occur. Your request to use other forces or material sources must include: 1. 1 or more of the reasons listed in the preceding paragraph 2. Notices from you to the DBE regarding the request 3. Notices from the DBEs to you regarding the request If a listed DBE is terminated, make good faith efforts to find another DBE to substitute for the original DBE. The substitute DBE must perform at least the same amount of work as the original DBE under the contract to the extent needed to meet the DBE goal. The substitute DBE must be certified as a DBE at the time of request for substitution. Unless the Agency authorizes (1) a request to use other forces or sources of materials or (2) a good faith effort for a substitution of a terminated DBE, the Agency does not pay for work listed on the Local Agency Bidder DBE Commitment (Construction Contracts), Exhibit 15-G, form unless it is performed or supplied by the listed DBE or an authorized substitute. Add the following section: 7-23 SUBCONTRACTING No subcontract releases the Contractor from the contract or relieves the Contractor of their responsibility for a subcontractor's work. If the Contractor violates Pub Cont Code§ 4100 et seq., the City of Carlsbad may exercise the remedies provided under Pub Cont Code § 4110. The City of Carlsbad may refer the violation to the Contractors State License Board as provided under Pub Cont Code § 4111. The Contractor shall perform work equaling at least 30 percent of the value of the original total bid with the Contractor's own employees and equipment, owned or rented, with or without operators. Each subcontract must comply with the contract. Each subcontractor must have an active and valid State contractor's license with a classification appro- priate for the work to be performed (Bus & Prof Code, § 7000 et seq.). Submit copies of subcontracts upon request by the Engineer. Before subcontracted work starts, submit a Subcontracting Request form. Do not use a debarred contractor; a current list of debarred contractors is available at the Department of Industrial Relations' Web site. Upon request by the Engineer, immediately remove and not again use a subcontractor who fails to pros- ecute the work satisfactorily. Each subcontract and any lower tier subcontract that may in turn be made shall include the "Required Contract Provisions Federal-Aid Construction Contracts" in Section 14 of these special provisions. Non- compliance shall be corrected. Payment for subcontracted work involved will be withheld from progress payments due, or to become due, until correction is made. Failure to comply may result in termination of the contract. Add the following section: 7-24 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS A prime contractor or subcontractor shall pay any subcontractor not later than 1 0 days of receipt of each progress payment in accordance with the provision in Section 7108.5 of the California Business and ft f.1DBE-02/29/2016 Contract No. 6014 & 6053 Page 110 of 168 Pages Professions Code concerning prompt payment to subcontractors. The 10 days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over 30 days may take place only for good cause and with the agency's prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanction and other remedies < that section. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompli- ance by a subcontractor. Add the following section: 7-25 PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS The agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the agency, of the contract work, and pay retainage to the prime contractor based on these acceptances. The prime contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satis- factorily completed and accepted including incremental acceptances of portions of the contract work by the agency. Federal law (49CFR26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the agency's prior written approval. Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcon- tractor. SECTION 9 --MEASUREMENT AND PAYMENT 9-3 PAYMENT. 9-3.1 General. Delete the eighth paragraph and substitute the following: Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the "Notice of Completion" 9-3.2 Partial and Final Payment. Delete the second paragraph and substitute the following: 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 9-3 of the Standard Specifications (SSPWC). 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 re- quest is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than seven (7) days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within thirty (30) days after receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdi- vision (a) of Section 685.010 of the Code of Civil Procedure. ft ~,DBE-02/29/2016 Contract No. 6014 & 6053 PaQe 111 of 168 Paaes Add paragraph 6 et seq. as follows: 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 Con- tractor 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 Engi- neer 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 subsection 3-5, Disputed Work. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascer- tain 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 infor- mation 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. Except for those final payment items disputed in the written statement required in subsection 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 subsection 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this Contract including sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor's 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 ap- proved by the Engineer. The Contractor shall proceed with informal dispute resolution under subsection 3-5, Disputed Work, for those claims remaining in dispute. 9-3.3 Delivered Materials. Replace section with the following: The cost of materials and equipment delivered but not incorporated into the will not be included in the progress estimate. 9-3.4 Mobilization and Preparatory Work. Replace section with the following: The Contract lump- sum price paid for mobilization shall not exceed sixty-five thousand dollars ($65,000.00), and includes full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the work involved in mobilization and preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct work on and off the project site and other offsite facilities necessary for ~ f.1DBE-02/29/2016 Contract No. 6014 & 6053 Page 112 of 168 Pages work on the project; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work on various Contract items on or off the project site, excepting those specifically paid for under separate sections of these specifications. The Contractor hereby agrees that the stipulated lump sum amount is sufficient for Mobilization and Preparatory Work, as described in th: section, and that the Contractor shall have no right to additional compensation for Mobilization and Pre- paratory Work. Progress payments for Mobilization and Preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%) of the amount bid for Mobilization and Preparatory Work will be allowed. For the second progress payment, an additional sixty percent (60%) of the amount bid for mobilization and preparatory work will be allowed therefor. Add the following section: 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. Con- tractor 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, improve- ments, landscaping, irrigation systems, and vegetation at his expense. Mobilization (Bid Item No. 1) Lump Sum The contract lump-sum price paid for this bid item shall be in accordance with Section 9-3.4, "Mobiliza- tion," of these special provisions. Storm Water Pollution Control and Erosion Control (Bid Item No. 2) Lump Sum The contract lump sum price for this bid item shall constitute full compensation to meet storm wate· requirements with best management practices (BMPs) and erosion control measures as outlined in tht. City of Carlsbad BMP Manual for Construction Activities (2016 Edition), and in accordance with the plans. This item includes, but is not limited to, implementation, maintenance, management and compliance of erosion control activities per the plans and contract documents. Traffic Control (Bid Item No. 3) Lump Sum The contract lump sum price for this bid item shall constitute full compensation for all traffic control in accordance with the plans, contract documents, and CAMUTCD. This includes, but is not limited to, implementing traffic control, signing, striping, flagging operations, arrow boards, k-rail, resident notifica- tion letters, door hanger, installation, maintenance, and removal of cones, delineators, advanced warning signs, barricades, flagmen, temporary traffic stripe application and sandblasted removal, traffic rerouting and "NO PARKING" signs. Traffic control shall be phased in accordance with the plans. Sawcut Existing Pavement (west) (Bid Item No. 4) Linear Feet The contract unit price paid for this item shall constitute full compensation to sawcut the existing pave- ment along the west side of the road in accordance with the plans and contract documents. Sawcut Existing Pavement (east) (Bid Item No. 5) Linear Feet The contract unit price paid for this item shall constitute full compensation to sawcut the existing pave- ment along the east side of the road in accordance with the plans and contract documents. ft f.JoBE-0212s12016 Contract No. 6014 & 6053 Page 113 of 168 Pages Remove Existing Curb and Gutter (west) (Bid Item No. 6) Linear Feet The contract unit price paid for this item shall constitute full compensation to remove and dispose the existing concrete curb and gutter along the west side of the road and bridge in accordance with the plans and contract documents. This includes, but is not limited to, sawcutting and concrete & rebar disposal. Remove Existing Curb and Gutter (east) (Bid Item No. 7) Linear Feet The contract unit price paid for this item shall constitute full compensation to remove and dispose the existing concrete curb and gutter along the east side of the road and bridge in accordance with the plans and contract documents. This includes, but is not limited to, sawcutting and concrete & rebar disposal. Remove Concrete Sidewalk (west) (Bid Item No. 8) Square Feet The contract unit price paid for this item shall constitute full compensation to remove and dispose the existing concrete sidewalk along the west side of the road and bridge in accordance with the plans and contract documents. This includes, but is not limited to, sawcutting and concrete & rebar disposal. Remove Concrete Sidewalk (east) (Bid Item No. 9) Square Feet The contract unit price paid for this item shall constitute full compensation to remove and dispose the existing concrete sidewalk along the east side of the road and bridge in accordance with the plans and contract documents. This includes, but is not limited to, sawcutting and concrete & rebar disposal. Work Platforms and Protective Covers (Bid Item No. 10) Lump Sum The contract lump sum price for this bid item shall constitute full compensation to construct temporary work platforms alongside the culvert and headwalls and to install protective covers over the discharge channel to prevent debris from falling into the water and rock revetments in accordance with the plans and contract documents. Remove Concrete Deck (Bid Item No. 11) Cubic Yards The contract unit price paid for this item shall constitute full compensation to remove and dispose the existing culvert top slab and headwall curb in accordance with the plans and contract documents. This includes, but is not limited to, sawcutting and concrete & rebar disposal. Structural Concrete (Bridge) (Bid Item No. 12) Cubic Yards The contract unit price paid for this item shall constitute full compensation to construct the concrete cul- vert top slab in accordance with the plans and contract documents. This includes, but is not limited to, expansion joint material and mix design provisions to mitigate against corrosion. Bar reinforcing steel and drill and bond dowels involved in this concrete work are paid for separately. Concrete for sidewalk on the bridge is paid for separately. Bar Reinforcing Steel (Bridge) (Bid Item No. 13) Pounds The contract unit price paid for this item shall constitute full compensation to furnish and install bar rein- forcing steel in the culvert top slab in accordance with the plans and contract documents. This includes, but is not limited to, epoxy coatings, tie wire, and bar supports. Drill and Bond Dowel (Bridge) (Bid Item No. 14) Linear Feet The contract unit price paid for this item shall constitute full compensation to drill holes in bridge concrete and bond dowels into drilled holes in accordance with the plans and contract documents. Unless other- wise stipulated, dowels to be bonded into drilled holes will be paid for as Bar Reinforcing Steel (Bridge). Drill and bond dowels connecting sidewalks to the existing bridge deck is paid for as part of Concrete Barrier. Full Depth AC Pavement Replacement (west) (Bid Item No. 15) Square Feet The contract unit price paid for this item shall constitute full compensation to remove and replace full depth AC pavement on the west side of the bridge in order to construct the concrete walkway in accord- ance with the plans and contract documents. ft Q DBE-02/29/2016 Contract No. 6014 & 6053 Page 114 of 168 Pages Full Depth AC Pavement Replacement (east) (Bid Item No. 16) Square Feet The contract unit price paid for this item shall constitute full compensation to remove full depth AC pave- ment on the east side of the bridge in order to construct the concrete walkway in accordance with the plans and contract documents. Full Depth AC Pavement and Base Replacement (west) (Bid Item No. 17) Square Feet The contract unit price paid for this item shall constitute full compensation to replace full depth AC pave- ment and base along the west side of the road (off the bridge) in order to construct the concrete sidewalk in accordance with the plans and contract documents. Full Depth AC Pavement and Base Replacement (east) (Bid Item No. 18) Square Feet The contract unit price paid for this item shall constitute full compensation to replace full depth AC pave- ment and base along the east side of the road (off the bridge) in order to construct the concrete sidewalk in accordance with the plans and contract documents. Construct Concrete Curb and Gutter (west) (Bid Item No. 19) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to construct concrete curb and gutter along the west side of the road and bridge per SDRSD G-2 Type G in accordance with the plans and contract documents. Construct Concrete Curb and Gutter (east) (Bid Item No. 20) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to construct concrete curb and gutter along the east side of the road and bridge per SDRSD G-2 Type G in accordance with the plans and contract documents. Construct Concrete Sidewalk (west) (Bid Item No. 21) Square Feet The contract unit price paid for this bid item shall constitute full compensation to construct concrete side- walk along the west side of the road (off the bridge) per SDRSD G-7 in accordance with the plans anr' contract documents. Construct Concrete Sidewalk (east) (Bid Item No. 22) Square Feet The contract unit price paid for this bid item shall constitute full compensation to construct concrete side- walk along the east side of the road (off the bridge) per SDRSD G-7 in accordance with the plans and contract documents. Construct Concrete Driveway Entrance (west) (Bid Item No. 23) Square Feet The contract unit price paid for this bid item shall constitute full compensation to construct concrete drive- way entrance on the west side of the road per City of Carlsbad Std. GS-12 in accordance with the plans and contract documents. Reconstruct Curb Inlet (east and west) (Bid Item No. 24) Each The contract unit price paid for this bid item shall constitute full compensation to reconstruct existing concrete curb inlets and gutter transitions in order to construct concrete sidewalk, curb, gutter, and stencil in accordance with the plans and contract documents. Remove Chain Link Fence (Bid Item No. 25) Linear Feet The contract unit price paid for this item shall constitute full compensation to remove and dispose of chain link fence in accordance with the plans and contract documents. Chain Link Fence with Barbed Wire and Black Vinyl Cladding (west) (Bid Item No. 26) Linear Feet The contract unit price paid for this item shall constitute full compensation to construct new chain link fence topped with barbed wire along the west side of the road and bridge in accordance with the plans and contract documents. Height shown on plans. This includes, but is not limited to, epoxy concreh anchors in concrete barrier. The length of gates is not included in the measured length of fencing . .. f.J DBE-02/29/2016 Contract No. 6014 & 6053 Page 115 of 168 Pages 20'-Wide Chain Link Gate with Barbed Wire and Black Vinyl Cladding (west) (Bid Item No. 27) Each The contract unit price paid for this item shall constitute full compensation to furnish and install 20-foot- wide gates topped with barbed wire in accordance with the plans and contract documents. Height shown on plans. 1 O'-Wide Chain Link Gate with Barbed Wire and Black Vinyl Cladding (west) (Bid Item No. 28) Each The contract unit price paid for this item shall constitute full compensation to furnish and install 10-foot- wide gates topped with barbed wire in accordance with the plans and contract documents. Height shown on plans. Shrouded Disc Padlock (for Gates) (Bid Item No. 29) Each The contract unit price paid for this item shall constitute full compensation to furnish padlocks and keys for gates in accordance with the plans and contract documents. Chain Link Fence with Barbed Wire and Black Vinyl Cladding (east) (Bid Item No. 30) Linear Feet The contract unit price paid for this item shall constitute full compensation to construct new chain link fence topped with barbed wire along the east side of the road (off bridge) in accordance with the plans and contract documents. Height shown on plans. Metal Beam Guard Rail (east) (Bid Item No. 31) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to construct metal beam guard rail and flared end treatment with steel posts and recycled plastic blocks along the east side of the road in accordance with the plans and contract documents. Construct Concrete Barrier (Type 80SW MOD) with Sidewalk (west) (Bid Item No. 32) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to construct modified con- crete barrier (Type 80SW) and sidewalk on the west side of the bridge in accordance with the plans and contract documents. This includes, but is not limited to, excavation and backfill, and drilling holes and bonding dowels into the concrete deck. The quantities of bar reinforcing steel required in concrete barri- ers, including the length extending into decks, walls, or footings, will not be paid for as a separate pay item and full compensation therefor will be considered as included in the contract price paid per linear foot for Construct Concrete Barrier. Construct Concrete Barrier (Type 26 MOD) with Sidewalk and Black Vinyl Clad Railing with Barbed Wire (east) (Bid Item No. 33) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to construct modified con- crete barrier (Type 26) and vinyl clad chain link railing (Type 7) with security slats, topped with barbed wire, with concrete shear key in portions off the bridge, on the east side of the bridge in accordance with the plans and contract documents. This includes, but is not limited to, excavation and backfill. The quan- tities of bar reinforcing steel required in concrete barriers, including the length extending into decks, walls, or footings, will not be paid for as a separate pay item and full compensation therefor will be considered as included in the contract price paid per linear foot for Construct Concrete Barrier. 12" Above-Grade DIP Water Main and Appurtenances (Bid Item No. 34) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to construct above-grade 12-inch DIP water main, 1" air-vacuum valve assembly, thrust blocks, bends, fittings, appurtenances, epoxy coating, and testing in accordance with the plans and contract documents. 12" Buried PVC Water Main and Appurtenances (Bid Item No. 35) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to construct buried 12-inch PVC water main with connections to existing water main, couplings, restrained joints, thrust blocks, bends, fittings, appurtenances, and testing in accordance with the plans and contract documents. ~ f.JoBE-0212912016 Contract No. 6014 & 6053 Page 116 of 168 Pages 12" Gate Valve (Bid Item No. 36) Each The contract unit price paid for this bid item shall constitute full compensation to install 12" gate valve with mechanical joints in accordance with the plans and contract documents. Structural Steel (Bridge) (Bid Item No. 37) Pounds The contract unit price paid for this bid item shall constitute full compensation to construct steel support beams for the pipe roller supports on the bridge in accordance with the plans and contract documents. This includes, but is not limited to, installing epoxy concrete anchors, galvanizing, and welding. Pipe Roller Supports (12" Water Line) {Bid Item No. 38) Each The contract unit price paid for this bid item shall constitute full compensation to furnish and install pipe roller supports for the 12-inch water line in accordance with the plans and contract documents. This includes, but is not limited to, furnishing and installing nuts and bolts, and attaching each pipe roller support to its underlying steel support as shown on the plans. Remove Existing 12" Water Main (Above-Grade and Buried) (Bid Item No. 39) Lump Sum The contract unit price paid for this bid item shall constitute full compensation to remove existing 12-inch water line, below ground and from existing bridge, in accordance with the plans and contract documents. Cut and Cap Existing 12" Water Main and Install Temporary Thrust Blocks (Bid Item No. 40) Lump Sum The contract unit price paid for this bid item shall constitute full compensation to cut, cap, and install temporary concrete thrust blocks in order to install temporary 2" high-line in accordance with the plans and contract documents. Temporary 2" Galvanized Steel Water High-Line and Appurtenances (Bid Item No. 41) Lump Sum The contract unit price paid for this bid item shall constitute full compensation to install a 2-inch domestic water galvanized steel high-line, connections to existing water main, thrust blocks, couplings, bends fittings, appurtenances, gravel bag supports, ball valves, and testing in accordance with the plans anL contract documents. Remove Temporary Water High-Line and Appurtenances (Bid Item No. 42) Lump Sum The contract unit price paid for this bid item shall constitute full compensation to remove 2-inch galvanized steel high-line, appurtenances, and gravel bags in accordance with the plans and contract documents. Remove and Replace Concrete Median Curb (Bid Item No. 43) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to remove and replace concrete median curb in order to install temporary 2" water high-line in accordance with the plans and contract documents. Trench Resurfacing (Bid Item No. 44) Square Feet The contract unit price paid for this bid item shall constitute full compensation to resurface asphalt pave- ment after trenching for temporary 2" water high-line and permanent 12" water line construction per City standards and in accordance with the plans and contract documents. Adjust Existing Water Meter to Finish Grade (Bid Item No. 45) Each The contract unit price paid for this bid item shall constitute full compensation to adjust existing water meter to finish grade of proposed sidewalk in accordance with the plans and contract documents. Adjust Existing Telecom Vault to Finish Grade (Bid Item No. 46) Each The contract unit price paid for this bid item shall constitute full compensation to adjust existing Telecom vault to finish grade of proposed sidewalk in accordance with the plans and contract documents. ft f.JosE-0212912016 Contract No. 6014 & 6053 Page 117 of 168 Pages Slurry Seal (west) (Bid Item No. 47) Square Feet The contract unit price paid for this bid item shall constitute full compensation to slurry seal the asphalt pavement on the west side of the road within the project limits in accordance with the plans and contract documents. Slurry Seal (east) (Bid Item No. 48) Square Feet The contract unit price paid for this bid item shall constitute full compensation to slurry seal the asphalt pavement on the east side of the road within the project limits in accordance with the plans and contract documents. Striping (in-kind) (west) (Bid Item No. 49) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to install final striping on the west side of the road after slurry sealing in accordance with the plans and contract documents. Striping (in-kind) (east) (Bid Item No. 50) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to install final striping on the east side of the road after slurry sealing in accordance with the plans and contract documents. Remove and Replace 4" PVC Service to Aquafarm (Bid Item No. 51) Lump Sum The contract unit price paid for this bid item shall constitute full compensation to disconnect and remove existing above-ground 4" PVC service within the limits of bridge work in accordance with the plans and contract documents. Contractor to coordinate with City, Aquafarm, and NRG to maintain service during and after construction. Install BioClean GISB 24-24-24 Catch Basin Inserts (Bid Item No. 52) Each The contract unit price paid for this bid item shall constitute full compensation to install catch basin filter inserts on reconstructed curb inlets (per Bid Item No. 24) in accordance with the plans and contract documents. SECTION 10. FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS GENERAL-The work herein proposed will be financed in whole or in part with Federal funds, and therefore all of the statutes, rnles and regulations promulgated by the Federal Government and applicable to \vork financed in whole or in part with Federal funds will apply to such work. The "Required Contract Provisions, Fed- eral-Aid Constrnction Contracts, "Fom1 FHWA 1273, are included in this Section 14. Whenever in said required contract provisions references are made to "SHA contracting officer", "SHA resident engineer", or "authorized representative of the SHA", such refer- ences shall be constrned to mean "Engineer" as defined in Section 1-1.18 of the Standard Specifications. PERFORMANCE OF PREVIOUS CONTRACT.-In addi- tion to the provisions in Section II, "Nondiscrimination," and Section VI, "Subletting or Assigning the Contract," of the required contract provisions, the Contractor shall comply with the following: The bidder shall execute the CERTIFICATION WITH RE- GARD TO THE PERFORMANCE OF PREVIOUS CON- TRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS located in the proposal. No request for subletting or assigning any portion of the contract in excess of $10,000 will be considered under the provisions of Section VI of the required con- tract provisions unless such request is accompanied by the CERTIFICATION referred to above, executed by the proposed subcontractor. NON-COLLUSION PROVISION.-The provisions in this sec- tion are applicable to all contracts except contracts for Federal /\id Secondary projects. Title 23, United States Code, Section 112, requires as a condition precedent to approval by the Federal Highway Administrator of the contract for tl1is work that each bidder file a sworn statement e:,.;e- cutcd by, or on behalf o( tl1e person, tum, association, or corporation to whom such contract is to be awarded, certil\ing that such person, tum, association, or corporation has not, either directly or indirectly, entered into ,mv agreement, participated in any collu- sion, or otherwise taken any action in restraint of free competitive bidding in cmmection with tl1e submitted bid. A fonn to make the non-collusion affidavit statement required by Section 112 as acer- tification under penalty of perjury rather than as a sworn statement as pennitted by 28, USC, Sec. 1746, is included in the proposal. PARTICIPATION BY MINORITY BUSINESS EN- TERPRISES IN SUBCONTRACTING.-Part 26. Title 49. Code of Federal Regulations applies to this Federal-aid project Pertinent sections of said Code are incorporated in part or in its entiretv \\ithin otl1er sections of these special provisions. Schedule B-Infonnation for Detennining Joint Venture Eligibil- ity (This fonn need not be tilled in if all joint venture tinns are mi- nority owned.) l' •+'DBE-02/29/2016 Contract No. 6014 & 6053 Page 118 of 168 Pages I. Nmne ofjoint venture ___________ _ 2. Address ofjoint venture 3. Phone numher ofjoint venture 4. Identify the fim1s, which comprise the joint venture. (The MBE partner must complete Schedule A.) ______ _ a. Describe the role of the MEE finn in the joint venture. h. Describe very briefly the experience and business qualifi- cations of each 11011-MBE joint venturer: 5. Nature of the joint venture's business ______ _ 6. Provide a copy of the joint venture agreement. 7. What is the claimed percentage ofMBE o,vnership? 8. Ow11ership of joint venture: (This need not be filled in if described in the joint venture agreement, provided by question 6.). ~ QDBE-02/29/2016 Contract No. 6014 & 6053 Page 119 of 168 Pages a. Profit and loss sharing. b. Capital contributions, including equipment. c. Other applicable ownership interests. 9. Control of and participation in this contract. Identify by nmne, race, sex, and "firm" those individuals (and their titles) who are responsible for day-to-day management and policy de- cision-making, including, but not limited to, those with prime responsibility for: a. Financial decisions b. Management decisions, such as: 1. Estimating _______________ _ 2. Marketing and sales 3. Hiring and firing of management perso1mel 4. Purchasing of major items or supplies c. Supervision of field operations _________ _ Note.-If, after filing this Schedule B and before the comple- tion of the joint venture's work on the contract covered by this regulation, there is any significant change in the information sub- mitted, the joint venture must inforn1 the grantee, either directlv or through the prime contractor if the joint venture is a subcon- tractor. Affidavit "TI1e undersigned swear that the foregoing statements are cor- rect and include all material information necessary to identify and explain the terms and operation of our joint venture and the in- tended participation by each joint venturer in the undertaking. Further, the undersigned covenant and agree to provide to grantee current, complete and accurate inforniation regarding actual joint venture work and the payment tlicrefore and any proposed chm1ges in any of the joint venture arrangements and to perniit the audit and examination of the books, records mid files of the joint venture, or those of each joint venturer relevant to the joint ven- hlfe, by authorized representatives of the grantee or the Federal funding agency. Any material misrepresentation will be grounds for tenninating m1y contract which may be awarded and for initi- ating action under Federal or State laws concerning false statements." " Name of Firm Name of Firm Signature Signahlfc Name Name Title Title Date Date Date State of _________________ _ County of ___________________ _ On this day of ________ , 19 _, before me ap- peared (Name) ________ , to me personally known, who, being duly sworn, did execute the foregoing anidavit, m1d did state that he or she was properly authorized by (Name of firni) to execute the affidavit and did ------------- so as his or her fn:e act and deed. Notary Public Commission expires ________________ _ [Seal] Date State of __________________ _ Collllty of __________________ _ On this _ day of , 1 9 _, before me ap- peared (Name) ________ to me personally known, who, being duly sworn, did execute the foregoing affidavit, m1d did state that he or she was properlv authorized by (Name offinn) _____________ to execute the affidavit and did so as his or her free act mid deed. Notary Public Commission expires ________________ _ [Seal] .., DBE-02/29/2016 Contract No. 6014 & 6053 Page 120 of 168 Pages FHWA-1273--Revised May 1, 2012 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS I. General II. Nondiscrimination Ill. Nonsegregated Facilities IV. Davis-Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention VIII. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Form FHWA-1273 must be included in all Federal-aid design- build contracts. in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services) The design-builder shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all wor1< performed on the contract by piecework, station work, or by subcontract. 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension/ debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal-aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal-aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions cf this section related to 23 CFR Part 230 are applicable to all Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200. 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60- 1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Tille 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794 ), and Title VI of the Civil Rights Act of 1964, as amended. and related regulations including 49 CFR Paris 21, 26 and 27: and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 US.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under l' •+'°DBE-02/29/2016 Contract No. 6014 & 6053 Page 121 of 168 Pages this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor ·Nill work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and condij1ons of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre-apprenticeship, and/or on-the- job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met. the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 2 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals. the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action If the review indicates that the discrimination may extend beyond the actions reviewed. such corrective action shall include all affected persons d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints. and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying. and increasing the skills of minorities and women who are ft f.JosE-0212912016 Contract No. 6014 & 6053 Page 122 of 168 Pages applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs. i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color. religion. sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants/ Employees with Disabilities: The contractor must be familiar 3 with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion. sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOTs U.S. DOT-approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non- minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non-minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FH\JVA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor ft QDBE-02/29/2016 Contract No. 6014 & 6053 Page 123 of 168 Pages will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. Ill. NONSEGREGATED FACILITIES This provision is applicable to all Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms. work areas. restaurants and other eating areas, time clocks, restrooms. washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains. recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS-BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all related subcontracts and lower-tier subcontracts (regardless of subcontract size) The requirements apply to all projects located within the right-of- way of a roadway that is functionally classified as Federal-aid highway. This excludes roadways functionally classified as local roads or rural minor collectors. which are exempt. Contracting agencies may elect to apply these requirements to other projects The following provisions are from the U S. Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA- 1273 format and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benerns under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions ft 4 of paragraph 1.d. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)( 4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the lime spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. (1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration. U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or ~, DBE-02/29/2016 Contract No. 6014 & 6053 Page 124 of 168 Pages will notify the contracting officer within the 30-day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally- assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor. so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics. including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1 (b)(2)(B) of the Davis- 5 Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee ( e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency .. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5. and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. ft ~,DBE-02/29/2016 Contract No. 6014 & 6053 Page 125 of 168 Pages (3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) of this section (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the state DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available. the FHVVA may. after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment. advance. or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL) Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration. Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition. any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly ~ 6 rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL) Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. ~, DBE-02/29/2016 Contract No. 6014 & 6053 Page 126 of 168 Pages d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis- Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of ellglbllity. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) c. The penalty for making false statements is prescribed in the U S Criminal Code, 18 U SC 1001. 7 V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6 As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $1 O for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph ( 1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs ( 1.) through ( 4.) of this section. ~ f.JosE-0212912016 Contract No. 6014 & 6053 Page 127 of 168 Pages VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal-aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price. excluding any specialty ttems designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor. and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all of the following conditions: (1) the prime contractor maintains control over the supervision of the day-to-day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees: (3) the prime contractor retains all power to accept or exclude individual employees from work on the project, and ( 4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages. the submission of payrolls. statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities. or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is ft 8 evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self-performance requirement of paragraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self-performance requirements. VII. SAFETY: ACCIDENT PREVENTION This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards. safety devices and protective equipment and take any other needed actions as it determines. or as the contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract. that the contractor and any subcontractor shall not permit any employee, in performance of the contract. to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 USC 3704) 3. Pursuant to 29 CFR 1926 3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conform~y with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal- aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each Federal-aid highway project (23 CFR 635) in one or more places where ii is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows: '-1 DBE-02/29/2016 Contract No. 6014 & 6053 Page 128 of 168 Pages 'Whoever, being an officer. agent, or employee of the United States, or of any State or Territory, or whoever, whether a person. association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work petiormed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts. or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation: or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity. or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer. Federal-aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more -as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification -First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this ~ 9 covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency detenmined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification. in addition to cther remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and ''voluntarily excluded." as used in this clause, are defined in 2 CFR Parts 180 and 1200. ''First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract) "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts) "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that. should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended. declared ineligible. or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions." provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred. suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals. as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https://\w:1w.epls.qov/), which is compiled by the General Services Administration. ~, DBE-02/29/2016 Contract No. 6014 & 6053 Page 129 of 168 Pages i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant Is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -First TI er Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible. or voluntarily excluded from participating in covered transactions by any Federal department or agency; (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification -Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more -2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification. in addition to other remedies available to the Federal Government. the department, or agency with which ft 10 this transaction originated may pursue available remedies. including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended. declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicfations for lower tier covered transactions exceeding the $25.000 threshold. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred. suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants. each participant may, but is not required to, check the Excluded Parties List System website (https://www.eols gov/), which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for !ran sactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government. the ~, DBE-02/29/2016 Contract No. 6014 & 6053 Page 130 of 168 Pages department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Excluslon--Lower Tier Partl clpanls: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed $100,000 (49 CFR 20). 1 The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract. grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan. or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective partici~,ant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 11 ft f.JosE-0212912016 Contract No. 6014 & 6053 Page 131 of 168 Pa!=)es FEDERAL-AID FEMALE AND MINORITY GOALS To comply with Section II, ''Nondiscrimination,'' of ·'Required Contract Provisions Federal-Aid Constrnction Contracts," the follo\,ing are goals for female and minority utilization goals for Federal-aid construction contracts and subcontracts that exceed $10,000: TI1e natiomvide goal for female utilization is 6.9 percent. The goals for minority utilization [45 Fed. Reg. 65984 (l0/3/1980)] are as follows: 174 175 176 177 178 179 Minority Utilization Goals Economic Area Redding CA: Non-SMSA Counties: CA Lassen; CA Modoc; CA Plumas; CA Shasta; CA Siskiyou; CA Tehema Eureka. CA Non-SMSA Counties: CA Del Norte: CA Humboldt: CA Trinity San Francisco-Oakland-San Jose, CA: SMSA Counties: 7120 Salinas-Seaside-Monterey, CA CA Monterey 7360 San Francisco-Oakland CA Alameda: CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo 7400 San Jose. CA CA Santa Clara. CA 7 485 Santa Cruz, CA CA Santa Cmz 7500 Santa Rosa CA Sonoma 8720 Vallejo-Fairfield-Napa, CA CA Napa: CA Solano Non-SMSA Counties: CA Lake; CA Mendocino; CA San Benito Sacramento, CA: SMSA Counties: 6920 Sacramento. CA CA Placer: CA Sacramento; CA Yolo Non-SMSA Counties CA Butte: CA Colusa: CA El Dorado: CA Glenn; CA Nevada; CA Sierra; CA Sutter; CA Yuba Stockton-Modesto. CA: SMSA Counties: 5170 Modesto. CA CA Stanislaus 8120 Stockton. CA CA San Joaquin Non-SMSA Counties CA Alpine; CA Amador; CA Calaveras; CA Mariposa: CA Merced; CA Toulumne Fresno-Bakersfield, CA SMSA Counties: 0680 Bakersfield, CA CAKem 2840 Fresno. CA CA Fresno Non-SMSA Counties: CA Kings: CA Madera; CA Tulare Goal (Percent) 6.8 6.6 28.9 25.6 19.6 14.9 9.1 17. l 23.2 16.1 14.3 12.3 24.3 19.8 19. l 26.1 23.6 ~ \.JosE-0212912016 Contract No. 6014 & 6053 Page 132 of 168 Pages 180 181 Los Angeles, CA: SMSA Counties: 0360 Anaheim-Santa Ana-Garden Grove, CA CA Orange -1-480 Los Angeles-Long Beach, CA CA Los Angeles 6000 Oxnard-Simi Valley-Ventura, CA CA Ventura 6780 Riverside-San Bernardino-Ontario, CA CA Riverside: CA San Bernardino 7480 Santa Barbara-Santa Maria-Lompoc, CA CA Santa Barbara Non-SMSA Counties CA Inyo: CA Mono; CA San Luis Obispo San Diego, CA: SMSA Counties 7320 San Diego, CA CA San Diego Non-SMSA Counties CA Imperial (To be used, when applicable, in Federal-aid projects) *Insert number of trainees. FEDERAL REQUIREMENT TRAINING SPECIAL PROVISIONS This section applies if a number of trainees or apprentices is specified in the special provisions. 11.9 28.3 21.5 19.0 19.7 24.6 16.9 18.2 As part of your equal opportunity affirmative action program, provide on-the-job training to develop full journeymen in the types of trades or job classifications involved. You have primary responsibility for meeting this training requirement. If you subcontract a contract part, detenuine how many trainees or apprentices are to be trained by the subcontractor. Include these training requirements in yom subcontract. Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st year of apprenticeship or train- ing. Distribute the number of apprentices or trainees among the work classifications on the basis of your needs and the availability of jomneymen in the various classifications within a reasonable recmitment area. Before starting work, submit to the City of Carlsbad. l. Number of apprentices or trainees to be trained for each classification 2. Training program to be used 3. Training starting date for each classification Obtain the City of Carlsbad's approval for this submitted information before you start work. The City of Carlsbad credits you for each apprentice or trainee you employ on the work who is currently enrolled or becomes enrolled in an approved pro- gram. The primary objective of this section is to train and upgrade minorities and women toward journeymen stahts. Make every effort to emoll minority and women apprentices or trainees, such as conducting systematic and direct recmitment through public and private sources likely to yield minority and women apprentices or trainees, to the extent they are available within a reasonable recmitment area. Show that you have made the efforts. In making these efforts, do not discriminate against any applicant for training. Do not employ as an apprentice or trainee an employee: l. In any classification in which the employee has successfully completed a training course leading to journeyman stahts or in which the employee has been employed as a journeyman 2. Who is not registered in a program approved by the US Department of Labor, Bmeau of Apprenticeship and Training ft '-losE-0212912016 Contract No. 6014 & 6053 Page 133 of 168 Pages Ask the employee if the employee has successfully completed a training course leading to journeyman status or has been em- ployed as a journeyman. Your records must show the employee's answers to the questions. In your training program, establish the minimum length and training type for each classification. The City of Carlsbad and FHWA approves a program if one of the following is met: 1. It is calculated to: 1.1. Meet the your equal employment opportunity responsibilities 1.2. Qualify the average apprentice or trainee for journeyman status in the classification involved by the end of the training period 2. It is registered with the U.S. Department of Laboe Bureau of Apprenticeship and Training and it is administered in a way consistent with the equal employment responsibilities of federal-aid highway construction contracts Obtain the State's approval for your training program before you start work involving the classification covered by the pro- gram. Provide training in the construction crafts, not in clerk-typist or secretarial-type positions. Training is allowed in lower level management positions such as office engineers, estimators, and timekeepers if the training is oriented toward constrnction applications. Training is allowed in the laborer classification if significant and meaningful training is provided and approved by the division office. Off-site training is allowed if the training is an integral part of an approved training program and does not make up a significant part of the overall training. The City of Carlsbad reimburses you 80 cents per hour of training given an employee on this contract under an approved training program: 1. For on-site training 2. For off-site training if the apprentice or trainee is currently employed on a federal-aid project and you do at least one of the following: 2.1. Contribute to the cost of the training 2.2. Provide the instruction to the apprentice or trainee 2.3. Pay the apprentice's or trainee's wages during the off-site training period 3. If you comply this section. Each apprentice or trainee must: 1. Begin training on the project as soon as feasible after the start of work involving the apprentice's or trainee's skill 2. Remain on the project as long as training opportunities exist in the apprentice's or trainee's work classification or until the apprentice or trainee has completed the training program Furnish the apprentice or trainee: 1. Copy of the program you will comply with in providing the training 2. Certification showing the type and length of training satisfactorily completed Maintain records and submit reports documenting your perfonnance under this section. ~ f.JoBE-02/29/2016 Contract No. 6014 & 6053 Page 134 of 168 Pages SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 2, CONSTRUCTION MATERIALS SECTION 200 -ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS Add the following section: 200-2.9 Class 2 Aggregate Base. Aggregate for Class 2 aggregate base shall be free from organic matter and other deleterious substances, and shall be of such nature that it can be compacted readily under watering and rolling to form a firm, stable base. Aggregate may include material processed from reclaimed asphalt concrete, portland cement concrete, lean concrete base, cement treated base or a combination of any of these materials. Aggregate shall conform to the grading and quality requirements shown in the following tables. At the option of the Contractor, the grading for either the 11/2-inch maximum or 3/4 inch maximum shall be used, except that once a grading is selected it shall not be changed without the Engineer's written approval. Sieve Sizes 211. 11/2'' .. . 111 ...... . 3'4'' ..... . No.4 .......................... . No. 30 .... . No.200 ...................... . AGGREGATE GRADING REQUIREMENTS Percentage Passing 11/2'' Maximum 3/4" Maximum Operating Range 100 90-100 50-85 25-45 10-25 2-9 Operating Range 100 90-100 35-60 10-30 2-9 QUALITY REQUIREMENTS Tests Resistance (R-value) Sand Equivalent Durability Index Operating Range 78 Min. 25 Min. 35 Min. The aggregate shall not be treated with lime, cement or other chemical material before the Durability Index test is performed. If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the re- quirements specified for "Operating Range" but meet the "Contract Compliance" requirements, placement of the aggregate base may be continued for the remainder of that day. However, another day's work may not be started until tests, or other information, indicate to the satisfaction of the Engi- neer that the next material to be used in the work will comply with the requirements specified for "Operating Range." If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the re- quirements specified for "Contract Compliance," the aggregate base which is represented by these tests shall be removed. However, if requested by the Contractor and approved by the Engineer, the aggregate base may remain in place and the Contractor shall pay to the City $2.25 per cubic yard for such aggregate base left in place. The City may deduct this amount from any moneys due, or that may become due, the Contractor under the contract. If both the aggregate grading and Sand Equiv- alent do not conform to the "Contract Compliance" requirements, only one adjustment shall apply. No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one day's production, whichever is smaller. SECTION 201 -CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE TABLE 201-1.1.2 Modify as follows: TABLE 201-1.1.2(A) <3l PORTLAND CEMENT CONCRETE Type of Construction Concrete Class All Concrete Used Within the Right-of-Way 330-C-23 (560-C-3250) (1l Trench Backfill Slurry 115-E-3 ( 190-E-400) Street Light Foundations and Survey Monuments 330-C-23 (560-C-3250) Traffic Signal Foundations 350-C-27 (590-C-3750) Concreted-Rock Erosion Protection 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. 201-1.1.3 Concrete Specified by Special Exposure. Add the following: All concrete used for "Structural Concrete (Bridge)" and "Construct Concrete Barrier" bid items shall be proportioned in accordance with TABLE 201-1.1.3, "SEVERE EXPOSURE." 201-1.2 Materials. 201-1.2.4 Chemical Admixtures. (e) Air-Entraining Admixtures. Substitute the following: The air content shall not deviate from the percentage specified or permitted by more than 1-1/2 percentage points. The air content of freshly mixed concrete will be determined by California Test Method No. 504. 201-2 REINFORCEMENT FOR CONCRETE 201-2.2.1 Reinforcing Steel. Replace the first sentence with: Unless otherwise specified, reinforcing steel shall be deformed bars conforming to ASTM A615/A615M or ASTM A706/A706M, Grade 60, except Grade 40 may be used in curbs, gutters, and curb inlets . .... f.JosE-1112412010 Contract No. 6014 & 6053 Page 136 of 168 Pages Add the following section: 201-2.2.2 Epoxy-Coated Prefabricated Reinforcing Steel. Epoxy coat the following: a) Reinforcement in Structural Concrete (Bridge) b) Reinforcement in concrete barriers c) Reinforcement in sidewalks integral with concrete barriers Epoxy-coated prefabricated bar reinforcement shall comply with ASTM A934/A934M. Coating shall be purple or gray. 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 oth- erwise indicated, all expansion joints located adjacent to colored concrete shall be sealant Type "A" and colored to match the color of the concrete surface. Contractor shall provide joint sealants that have been produced and installed to establish and to main- tain 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 prod- ucts 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 sub- strates, 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, nonex- truding strips of flexible plastic foam either open-cell polyurethane foam or closed-cell polyethylene foam, subject to approval of sealant manufacturer, for cold-applied sealants only. Polystyrene foam is not acceptable. 201-3. 7 Type "D" Joint Sealant. Add the following: Hot-melt rubberized asphalt shall be in solid form at room temperature and fluid at an application temperature of 190°C (375°F) to 205°C (400°F). Fumes from the material shall be non-toxic. Sealant shall be suitable for use in both asphalt concrete and portland cement concrete. Performance characteristics of the cured hot-melt rubberized asphalt shall be as per Table 201-3.7(A). TABLE 201-3. 7(A) CURED HOT-MELT RUBBERIZED ASPHALT Property Measuring Standard (ASTM Results 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 D 36 82 °C, min. Ductility, ASTM D 113 300 mm, min. Flash Point, COC, °C ASTM D 92 288 °C, min. Viscosity, Brookfield ASTM D 4402 2.5-3.5 Pa·s Thermosel, Add the following section: 201-10 Concrete Anchors. Conditions 25°C, 150 g, 5 s 25°C 25°C, 50 mm/min No. 27 Spindle, 20 rpm, 190°C, 201-10.1 Drill and Bond Dowel. Bonding materials for drill and bond dowels shall comply with Section 51-1.02C, "Bonding Materials," of the 2015 Caltrans Standard Specifications. 201-10.2 Drill and Bond Dowel (Chemical Adhesives). Chemical adhesives for bonding dowels shall be on the Caltrans Authorized Material List for chemical adhesive/cartridge epoxies (http://www.dot.ca.gov/hq/esc/approved_products_list/). The chemical adhesive shall be appropriate for the installation conditions. 201-10.3 Anchorage Devices. Concrete anchorage devices shall comply with Section 75-3.02C, "An- chorage Devices," of the 2015 Caltrans Standard Specifications. SECTION 203 -BITUMINOUS MATERIALS 203-5 SLURRY SEAL. 203-5.5 Rubberized Emulsion Aggregate Slurry (REAS). 203-5.5.2 Materials. 203-5.5.2.1 Aggregate. replace with the following: Aggregate shall be Type I conforming to 203-5.3. -~ f.JDBE-1112412010 Contract No. 6014 & 6053 Page 138 of 168 Pages 203-6 ASPHALT CONCRETE. Add the following: 203-6.2. 7 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 203-6.4.4. Deviations in gradation may be con- sidered in conformance with the mix design provided the stability of the completed mix complies with the requirements for Stabilometer Value per Table 203-6.4.4 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 203-6.4.4. 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 O2-PG?0-10 for dikes and class E-PG?0-10 ditches. 203-6.4.4 Composition and Grading. Add the following: Evaluation of asphalt concrete shall be de- termined from samples of asphalt concrete taken after completion of all processing (Wet Mix) or by core sample analysis of the in-place asphalt concrete or by direct central plant inspection that confirms the production of a particular mix design and verifies using samples of aggregate taken before the addition of asphalt and mineral filler (Bin). All samples shall be taken in accordance with Calif. Test 125. When Wet Mix or Core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representative and adequate quantity of material for: 1. Asphalt Content and Gradation of Extraction using Calif. Test 382 or ASTM 2172, and Calif. Test 202. 2. Stability using: a. Hveem stability Value using Calif. Tests 304 and 366 shall be the average of three individual Values or b. Marshall Stability1 in accordance with the Asphalt 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 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 1 O hours, shall not be used in the work. -~ ~~noc ,i ,i ,,..,.11 '"'"'"'"' ,... __ J. ___ J. 1..1_ ""'"'..,. .t n ,,..._r-_ SECTION 204 -LUMBER AND TREATMENT WITH PRESERVATIVES 204-1 LUMBER AND PLYWOOD TABLE 204-1.2 ADD THE FOLLOWING: TABLE 204-1.2 USES Headers for bituminous pavement up to 50 mm x 100 mm (2"x4") Headers for bituminous pavement larger than 50 mm x 100 mm (2"x4") GRADES Construction grade Redwood or preservative treated construction grade Douglas Fir Number 1 grade Redwood, or preservative treated number 1 grade Douglas Fir SECTION 206 -MISCELLANEOUS METAL ITEMS 206-1 STRUCTURAL STEEL, RIVETS, BOLTS, PINS, AND ANCHOR BOLTS Add the following section: 206-1.6 Stainless Steel Fasteners. Stainless steel fasteners for general applications shall be Type 304 or Type 316. Bolts, screws, studs, threaded rods, and nonheaded anchor bolts shall conform to ASTM F593 or F738M. Nuts shall conform to ASTM F594 or F836M. 206-6 CHAIN LINK FENCE 206-6.3.2 Polyvinyl Chloride (PVC) Coated Fabric. add the following: PVC coated chain link fabric shall be Class 2. Add the following section: 206-7 TRAFFIC SIGNS. 206-7 .1 Roadside Signs. This work shall consist of furnishing and installing roadside signs in accord- ance with details shown on the plans, the California Sign Specifications and these special provisions. Permanent and temporary signs shall be free from blemishes that may affect the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of 25 feet. The face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, de- laminated skins, excessive adhesive overspray, and aluminum marks. 206-7.1.2 Sign Identification. The following notation shall be placed on the lower right side of the back of each sign where the notation shall not be blocked by the sign post or frame: A. PROPERTY OF THE CITY OF CARLSBAD, B. Name of the sign manufacturer, C. Month and year of fabrication, D. Type of retroreflective sheeting, and E. Manufacturer's identification and lot number of retroreflective sheeting. The above notation shall be applied directly to the aluminum sign panels in 1/4-inch upper case letters and numerals by die-stamp and applied by similar method to the fiberglass reinforced plastic signs. Painting, screening, or engraving of the notation will not be allowed. The notation shall be applied without damaging the finish of the sign. ft f.JDsE-1112412010 Contract No. 6014 & 6053 Page 140 of 168 Pages 206-7.1.3 Drawings. Standard signs shall be as per the most recently approved California Sign Spec- ifications. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the "Notice to Proceed" of this contract, whichever is most recent. 206-7.1.4 Reflective Sheeting. All advisory signs, warning signs and all regulatory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX prismatic cube lens sheeting (Diamond Grade VIP or equivalent) in accordance to ASTM Designation 04956 and conforming to the requirements of these special provisions. 206-7.1.5 Sign Panel. Sign panels shall be fabricated from sheet aluminum in accordance with ASTM Designation 8209. Sheet aluminium shall be pretreated in accordance to ASTM Designation 8449. The surface of sheet aluminum shall be cleaned, deoxidized, and coated with a light and tightly ad- herent chromate conversion coating free of powdery residue. The conversion coating shall be Class 2 with a mass between 1 0 milligrams per square foot. Following the cleaning and coating process, the sheet aluminum shall be protected from exposure to grease, oils, dust, and contaminants. Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. 206-7.1.6 Mounting Traffic Signs. Traffic signs shall be installed on 10-gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45 or, when the sign area exceeds the maximum area allowed for on that drawing, on multiple 10-gage or 12-gage cold-rolled steel perforated tubing posts. The number of posts shall be determined by the parameters in SDRS drawing M-45 or as approved by the Engineer. Traffic signs will be provided with back braces and mounting blocks as approved by the Engineer consisting of 10-gage or 12-gage cold-rolled steel perforated tubing when multiple posts are used. 206-7.1.6 Traffic Sign Posts. Posts shall be constructed of 10-gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45. 206-7.2 Temporary Traffic Signs. Temporary traffic signs shall consist of all signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic during the Con- tractor's performance of the Work. Temporary traffic signs include both stationary and portable signs. 206-7.2.1 General. This work shall consist of furnishing and installing temporary signs in accordance with details shown on the plans, the California Sign Specifications and these special provisions. Per- manent and temporary signs shall be free from blemishes that may affect the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a dis- tance of 25 feet. The face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, de- laminated skins, excessive adhesive overspray, and aluminum marks. 206-7.2.2 Drawings. Standard signs shall be as per the most recently approved California Sign Spec- ifications. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the "Notice to Proceed" of this contract, whichever is most recent. 206-7.2.3 Reflective Sheeting. All advisory signs, warning signs and all regulatory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX prismatic cube lens sheeting (Diamond Grade VIP or equivalent) in accordance to ASTM Designation 04956 and conforming to the requirements of these special provisions. -~ f.~n.nr-AA/r"\Alnr\. ... r\. 206-7.2.4 Sign Panel. Sign panels shall be fabricated from sheet aluminum in accordance with ASTM Designation B209. Sheet aluminium shall be pretreated in accordance to ASTM Designation B449. The surface of sheet aluminum shall be cleaned, deoxidized, and coated with a light and tightly ad- herent chromate conversion coating free of powdery residue. The conversion coating shall be Class 2 with a mass between 10 milligrams per square foot. Following the cleaning and coating process, the sheet aluminum shall be protected from exposure to grease, oils, dust, and contaminants. Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. 206-7.2.5 Stationary Mounted Temporary Traffic Signs. Stationary mounted temporary traffic signs shall be installed on 10-gage and 12-gage cold-rolled steel perforated tubing posts in the same manner shown on the State of California, Department of Transportation Standard Plans RS1, RS2, RS3 and RS4 for installation of roadside signs, except as follows: a) Wood posts shall not be used. b) Back braces and blocks for sign panels will not be required. c) The height to the bottom of the sign panel above the edge of traveled way shall be at least 2.1 m (?'). d) Unless otherwise shown on the plans traffic sign posts shall conform in materials and installation to SDRS drawing M-45 and shall have one post provided for each 0.48 m2 (5 ft2)of sign area, or the signs may be installed on existing lighting standards when approved by the Engineer. e) Sign panels mounted on temporary traffic sign posts shall conform to the requirements of these special provisions. 206-7.2.6 Temporary Traffic Sign Posts. Posts shall be 10-gage or 12-gage cold-rolled steel perfo- rated tubing used for the support and stabilization of stationary mounted temporary signs. Post size and number of posts shall be as shown on the plans, except that when stationary mounted signs are installed and the type of sign installation is not shown on the plans, post size and the number of posts will be determined by the Engineer. Sign panels for stationary mounted signs shall consist of reflective sheeting applied to a sign substrate. 206-7.2. 7 Portable Temporary Traffic Signs. Each portable temporary traffic sign shall consist of a base, standard or framework and a sign panel. The units shall be capable of being delivered to the site of use and placed in immediate operation. Sign panels for portable signs shall conform to the requirements of these special provisions, or shall be cotton drill fabric, flexible industrial nylon fabric, or other approved fabric. Fabric signs shall not be used during the hours of darkness. Size, color, and legend requirements for portable signs shall be as described for stationary mounted sign panels in section 206-7.2 of these special provisions. The height to the bottom of the sign panel above the edge of traveled way shall be at least 0.3-m (12"). All parts of the sign standard or framework shall be finished with 2 applications of orange enamel which will match the color of the sign panel background. Testing of paint will not be required. Add the following section: 206-8 LIGHT GAGE STEEL TUBING AND CONNECTORS. Add the following section: 206-8.1 General. This Section pertains to 10-gage and 12-gage cold-rolled steel perforated tubing used for the support and stabilization of signs. All shapes shall have a galvanized finish and shall be cold-roll-formed steel conforming to ASTM Designation 446, Grade A. Galvanizing shall conform to ASTM 525, Designation G-90. Galvanizing shall be performed after all forming and punching opera- tions have been completed. Cold-rolled steel perforated tubing shall be perforated on all four faces with 11 mm (7/16") holes on 25 mm (1") centers. Add the following section: ft f.JDBE-1112412010 Contract No. 6014 & 6053 PaQe 142 of 168 PaQes 206-8.2 Tolerances. Wall thickness tolerance shall not exceed +0.28 mm, -0.13 mm (+0.011", -0.005"). Convexity and concavity measured in the center of the flat side shall not exceed a tolerance of +0.25 mm (+0.01 O") applied to the specific size determined at the corner. Straightness tolerance variation shall not exceed 1.6 mm in 1 m (1/16" in 3'). Tolerance for corner radius is 4.0mm (5/32"), plus or minus 0.40 mm (1/64"). Weld flash on corner-welded square tubing shall permit 3.60 mm (9/64") radius gage to be placed in the corner. Using 10-gage or 12-gage square tube, con- secutive size tubes shall telescope freely for 3.1 m (1 O'). Tolerance on hole size is plus or minus 0.40 mm (1/64") on a size. Tolerance on hole spacing is plus or minus 3.2 mm in 6.1 m (1/8" in 20'). In addition, for the following specific sizes of light gage steel tubing, dimensional tolerances shall not exceed those listed in tables 206-8.2 (A) and 206-8.2(8). TABLE 206-8.2(A) LIGHT GAGE STEEL TUBING SIZE TOLERANCE Nominal Outside Dimensions Outside Tolerance for All Sides at Corners mm (inches) mm (inches) 25 x25 (1 X 1) 0.13 0.005 32 X 32 (1¼ X 1¼) 0.15 0.006 38 X 38 (1½ X 1½) 0.15 0.006 44 X 44 (1¾ X 1¾) 0.20 0.008 51 X 51 (2 X 2) 0.20 0.008 56 X 56 (23/16 X 23/15) 0.25 0.010 57 X 57 (2¼ X 2¼) 0.25 0.010 64x64 (2½ X 2½) 0.25 0.010 51 X 76 (2 X 3) 0.25 0.010 TABLE 206-8.2(6) LIGHT GAGE STEEL TUBING SQUARENESS OF SIDES AND TWIST Nominal Outside Dimension Squareness<1> Twist Permissible in 900 mm (3") mm (Inches) mm (Inches) mm<2> (lnches)<2> 25 x25 (1 X 1) 0.15 0.006 1.3 0.050 32 X 32 (1-¼ X 1-¼) 0.18 0.007 1.3 0.050 38 X 38 (1-½ X 1-½) 0.20 0.009 1.3 0.050 44x44 (1-¾ X 1-¾) 0.25 0.010 1.6 0.062 51 X 51 (2 X 2) 0.30 0.012 1.6 0.062 56 X 56 (2-3/16 X 2-3/15) 0.36 0.014 1.6 0.062 57 X 57 (2-¼ X 2-¼) 0.36 1.014 1.6 0.062 64 x64 (2-½ X 2-½) 0.38 0.015 1.9 0.075 51 X 76 (2 X 3) 0.46 0.018 1.9 0.075 <1> Tubing may have its sides failing to be 90 degrees to each other by the tolerance listed. <2> Twist is measured by holding down the edge of one end of a square tube on a surface plate with the bottom side of the tube parallel to the surface plate, a1d noting the height that ei- ther corner on the opposite end of the bottom side is above the surface plate. Add the following section: 206-8.3 Fasteners. Fasteners used to assemble cold-rolled steel perforated tubing shall be steel "pull- through" electrogalvanized rivets with 9.5 mm (3/8") diameter shank, 22 mm (7/8") diameter head, and a grip range of from 5 mm (0.200") to 0.90 mm (0.356"). The fasteners shall conform to ASTM B-633, Type Ill. SECTION 210 -PAINT AND PROTECTIVE COATINGS 210-1 PAINT. 210-1.5 Paint Systems. Add the following to Table 210-1.5 TABLE 210-1.5 Surface to be Painted Pre-reatment I Surface Prepara- tion Temporary Railing type Abrasive Blast Cleaning to a (K) Roughened, Textured Appearance Primer Finish Coats None Two coats white Acrylic Emulsion Paint (1l (1) acrylic emulsion paint designed for use on exterior masonry. This paint shall comply In all respects to Federal Spec1ficat1on TT-P-19 (latest revision), Paint, Acrylic Emulsion, Exterior. This paint may be tinted by using "universal" or "all purpose" concentrates. SECTION 213 -ENGINEERING GEOSYNTHETICS 213-5 GEOTEXTILES AND GEOGRIDS. Add the following: Geotextile types shall be used for the applications listed in Table 213-5.1 TABLE 213-5.1 GEOTEXTILE APPLICATIONS Application of Geotextile Separation of Soil and Street Structural Section Separation of Soil and Subsurface Aggregate Drain Reinforcement of Street Structural Section Remediation and Separation of Soil Reinforcement of Soil Drainage at the Interface of Soil Structures Drainage at the Interface of Soil and Structures Rock Slope Protection Fabric for Rock Sizes Below 225 kg (¼ Ton) Rock Slope Protection Fabric for Rock Sizes Including and Above 225 kg (¼ Ton) Plant Protection Covering Erosion Control Fence with 14 AWG -150 mm x 150 mm (6"x6") Wire and 3 m (10') Post Spacing Erosion Control Fence with 1.8 m (6') Post Spacing and No Wire Fencing Add the following section: 213-6 EROSION CONTROL SPECIAL TIES. Add the following section: Type Desig- nation 90WS 180N 200WS 270WS 270WS N/A N/A 180N 250N 90N 90WS 200WS 213-6.1 Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled with no less than 23kg (50 lbs) of 19 mm (¾") crushed rock and securely tied closed. Plastic bags are not acceptable. ft f.JosE-1112412010 Contract No. 6014 & 6053 Page 144 of 168 Pages SECTION 214 -TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 214-6 REFLECTIVE PAVEMENT MARKERS Add the following section: 214-6.5 Temporary Reflective Pavement Markers. Temporary pavement markers shown on the plans and required in the specifications shall be one of the types shown in Table 214-5.1 (A), or equal thereto. TABLE 214-5.1 (A) TEMPORARY REFLECTIVE PAVEMENT MARKERS Type TOM-Temporary Overlay Markers Add the following section: Manufacturer of Distributor Davidson Traffic Control Products, 3110 70th Avenue East, Tacoma, WA 98424, (877 335-4638 SECTION 215-ENVIRONMENTAL FENCING 215-1. Materials. Environmental fence shall be minimum 4' high, orange colored plastic construction fencing installed prior to performing any work. Environmental fence shall be constructed of non-toxic, non-conductive polyethylene capable of withstanding temperatures from -58F degrees to 194F de- grees. Color shall be non-fading. Posts shall be 6'-6" long, shall be spaced no more than 10'-0" apart and buried portion shall be no less than 2'-6" deep. Used materials may be installed providing the used materials are good, sound, and are suitable for the purpose intended, as determined by the Engineer. Materials may be commercial quality providing the dimensions and sizes of the materials are equal to, or greater than, the dimensions and sizes specified herein. Posts shall be either metal or wood at the Contractor's option. Galvanizing and painting of steel items will not be required. Treating wood with wood preservatives will not be required. Concrete footings for metal posts will not be re- quired. l'} __ _ SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 3, CONSTRUCTION METHODS SECTION 300 -EARTHWORK 300-3 STRUCTURE EXCAVATION AND BACKFILL 300-3.1 General. add the following: The Contractor shall excavate to the lines and levels required and/or shown on the Drawings. The Contractor shall provide all shoring, bracing, cribbing, pumping, and planking required. The Contractor shall excavate and maintain the bottom of all trenches in a condition that is level, firm, clean and free from all debris or foreign matter. Excavations shall be kept free from water at all times. The Contractor shall remove any unsuitable material encountered below grade as directed by the Engineer 300-5 BORROW EXCAVATION. Add the following section: 300-5.2.1 Imported Borrow Properties. The Contractor shall provide imported borrow that is clean well graded soil consisting of material conforming to all of the requirements in Table 300-5.2.1 (A) and the following requirements. Rock included in the top 1 m (3') of imported borrow shall be particles of less than 75 mm (3"). Rock included below the top 1 m (3') of imported borrow shall be particles of less than 150 mm (6"). Tests R-Value Expansion Index Plasticity Index Sieve Analysis TABLE 300-5.2.1 (A) IMPORTED BORROW PROPERTIES Test Method No. Calif. 301 U BC Standard 18-2 ASTM D 424 Requirements 40 Min. 10 Max. 4 Max. ASTM D 422 Percent Passing 75µ (No. 200) 15 Max. 300-9 GEOTEXTILES FOR EROSION CONTROL. Modify as follows: 300-9 GEOTEXTILES FOR EROSION CONTROL AND WATER POLLUTION CONTROL. Add the following section: 300-9.2 General. The Contractor shall provide erosion control and water pollution control conforming to the requirements shown on the plans, as specified herein, and as elsewhere required by the Con- tract Documents. Erosion control and water pollution control shall include the work specified herein, and such additional measures, as may be directed by the Engineer, to meet Best Management Prac- tices, as defined herein, and to properly control erosion and storm water damage of the limits of work and construction impacts upon areas receiving drainage flows from within the limits of work. Add the following section: 300-9.2.1 Grading Controls. The Contractor shall protect all areas that have been graded and/or cleared and grubbed as well as areas that have not been graded and/or cleared and grubbed within -~ f.JDBE-1112412010 Contract No. 6014 & 6053 Page 146 of 168 Pages the limits of work from erosion. The Contractor shall provide temporary earth berms, gravel bags, silt fences, stabilized construction entrances and similar measures, coordinated with its construction pro- cedures, as necessary and as shown on the plans to control on site and off site erosion during the construction period. The Contractor will be required to protect areas which have been cleared and grubbed prior to excavation or embankment operations, and which are subject to runoff during the duration of the contract. The criteria used to determine the appropriate erosion control measures shall be the "Best Management Practices", hereinafter BMP, defined and described in the, "Stormwater Best Management Practices Handbook, Construction", November 2009 edition as published by the California Stormwater Quality Association. The Contractor shall maintain a copy of the "Stormwater Best Management Practices Handbook, Construction", November 2009 edition on the project site and shall conduct its operations in conformity to said Handbook. Temporary erosion control measures provided by the Contractor shall include, but not be limited to, the following: a) Embankment areas, while being brought up to grade and during periods of completion prior to final roadbed construction, shall be graded so as to direct runoff into impoundment areas within the limits of work where such runoff shall have pollutants removed by BMP methods . b) The Contractor shall provide protection by BMP measures to eliminate erosion and the siltation of downstream facilities and adjacent areas. These measures shall include, but shall not be limited to: temporary down drains, either in the form of pipes or paved ditches with protected outfall berms; graded berms around areas to eliminate erosion of embankment slopes by surface runoff; confined ponding areas to desilt runoff; and to desilt runoff. c) Excavation areas, while being brought to grade, shall be protected from erosion and the resulting siltation of downstream facilities and adjacent areas by the use of BMP measures. These measures shall include, but shall not be limited to, methods shown on the plans and described herein. Add the following section: 300-9.2.2 Payment. Full compensation for performing erosion control and water pollution control, con- forming to the operational requirements herein, of the BMP and conforming to the requirements of the Federal Water Pollution Control Act, including the latest amendments thereto, which is not a part of the planned permanent work or included as a separate bid item shall be considered as included in the contract price bid for unclassified excavation, and no additional compensation will be allowed there- fore. SECTION 301 -SUBGRADE PREPARATION, TREATED MATERIALS, 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 con- structed over them to no less than 95 percent maximum dry density as determined by ASTM test 0- 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, mate- rials; including water, operations and equipment to scarify, adjust moisture, compact or recompact the subgrade, both in cut areas and in fill areas, and no further compensation will be allowed. SECTION 302 -ROADWAY SURFACING Replace Section 302-3 with the following section: 302-3 GENERAL. 302-3.1 Vegetation Control. The Contractor shall be responsible for tree trimming along the curb line as noted in Section 300-1 Clearing and Grubbing -so as to provide a clear travel way during the construction of the roadway resurfacing. The Contractor shall treat all vegetation within the limits of the paved area to be surfaced with a post emergent herbicide. Herbicide shall be applied at least 2 (two) working days prior to surfacing the street. Allowance for the two day period shall be shown in the schedule required per section 6-1. Payment for pavement surfacing shall include tree trimming and post emergent herbicide treatment of the areas to be surfaced and no extra payment will be made therefore. 302-3.2 Public Convenience and Traffic Control. The Contractor shall schedule the work so as to prevent damage by all traffic. 302-4 SLURRY SEAL SURFACING. 302-4.8 Spreading and Application. add to the first paragraphs: No slurry shall be applied until the provisions of subsection 800-1.2.6, Herbicide Application, Section 302-5 Asphalt Concrete Pavement, Section 314-2 Removal of Traffic Striping and Curb and Pavement Markings have all been satisfied. The Contractor shall remove all existing markings, legends and striping, either permanent or tempo- rary in those areas to be slurried. Removal of striping by high velocity water jet may be permitted when there is neither potential of the water and detritus from the high velocity water jetting to damage vehicles or private property nor to flow from the street into any storm drain or water course and when approved by the Engineer. The Contractor shall vacuum all water and detritus resulting from high velocity water jet striping removal from the pavement immediately after the water jetting and shall not allow such materials to flow in the gutter, enter the storm drain system or to leave the pavement surface. Surface variation limitations for high velocity water jet striping removal shall be the same as for grinding. The Contractor shall not use dry or wet sandblasting in any areas. All cracks and areas between existing curb and gutter and edge of pavement that contain weeds or plant growth of any kind shall be treated with herbicides. Herbicides shall be applied at least 2(two) working days prior to sealing of street. Allowance for the two day period shall be shown in the schedule required per section 6-1. Contractor shall remove any visible plant growth prior to placement of Herb- icide. Full compensation for removal of striping and herbicide application shall include but not be limited to: furnishing all labor, tools, equipment, and materials necessary for doing the work and shall be consid- ered as included in the contract unit price bid for Rubberized Emulsion Aggregate Slurry and no additional compensation will be allowed therefore. -~ f.JosE-1112412010 Contract No. 6014 & 6053 Page 148 of 168 Pages 302-5 ASPHALT CONCRETE PAVEMENT. Add the following: 302-5.2 Pavement Transitions. The Contractor shall ramp the approaches and termini to all struc- tures and vertical joints in the cold-milled area which are transverse to through traffic with temporary asphalt concrete pavement as specified in section 306-13.1. Ramps shall be constructed the same day as cold milling and removed the same day as permanent paving. Ramp dimensions and com- paction shall be as approved by the Engineer. 302-5.6.1 General. modify as follows: Second paragraph, Part (2), add: Pinched joint rolling procedures shall be required, and vibratory rollers shall be limited to breakdown, unless otherwise directed by the Engineer. modify as follows: After last paragraph, add: Unless directed otherwise by the Engineer, the initial breakdown rolling shall be followed by a pneumatic-tired roller as described in this section. 302-5.8 Manholes (and other structures). delete the first paragraph and replace with the following: When placing the overlay the Contractor shall pave over appurtenances in the roadway which includes sanitary and storm access covers, water valve boxes, air vents, sewer dead end boxes and survey monument boxes. Each appurtenance shall be treated or covered to prevent adhesion of the overlay. Each appurtenance shall be located immediately after the overlay is placed and shall be thoroughly cleaned of any and all construction debris which may have entered due to the Contractor's operation. The contractor shall adjust all CMWD water valve boxes per CMWD Standard Drawing No. W11 or CMWD Standard Drawing No. W13. All City of Carlsbad sanitary sewer access covers shall be ad- justed per CMWD Drawing No. S1. All storm sewer access covers shall be adjusted per SDRSD 0- 10. Riser rings or extensions shall not be used for the adjustment of these appurtenances. Raising and adjusting to grade all appurtenances in the roadway shall be paid for at the contract unit price per each as shown in the Bid. Such price shall constitute full compensation for all labor, materi- als, and equipment necessary for completing the work as described in these specifications and plans. 302-5.9 Measurement and Payment. add the following: Payment for asphalt concrete shall be at the unit price bid per ton. No additional payment shall be made for any tack coat or sand blotter. Add the following section: 302-14 ASPHALT PAVEMENT REPAIRS AND REMEDIATION Add the following section. 302-14.1 General. Asphalt pavement Repairs and Remediation shall consist of the repair and resto- ration of existing asphalt pavement. Repair of asphalt pavement shall consist of the saw cutting, removal and disposal of existing asphalt pavement in conformance with section 300-1.3, compaction of existing subgrade in conformance with section 301-1, grading and compaction of base material in conformance with section 301-2, application of grade SS-1 h emulsified asphalt and the placement of asphalt concrete base and wearing courses as specified herein Add the following section. 302-14.2 Full Depth Asphalt Concrete Patch. Full depth asphalt concrete patch shall consist of removing asphalt concrete and/or aggregate base/subgrade to 300 mm (1 ') below existing asphalt surface and placing replacing the material so removed with asphalt concrete. The area shown on the plans or set forth in the bid item are for estimating purposes only, final quantity will be as measured in the field. The Engineer will designate and mark the final limits of the asphalt patch area by outlining the area to be patched. The Contractor shall cut such areas to straight lines in square or rectangular areas as marked. The area so cut shall have two of the sides at right angles to the direction of traffic. The excavated faces of the base/subgrade shall be straight and vertical. The Contractor shall compact the upper 300mm (1') of subgrade to 95% relative compaction. A tack coat of SS-1h emulsified asphalt shall be applied uniformly to all asphalt to asphalt contact surfaces at a rate of 0.25 L/m2 to 0.45 L/m 2 (0.05 to 0.10gallons per square yard) in accordance with subsection 302-5.4, SSPWC. The Contractor shall fill and compact areas designated to be removed with 300 mm (1.0') full depth asphalt concrete. Asphalt concrete for full depth asphalt concrete patch shall be B-AR-4000. The asphalt concrete so constructed shall have a finish surface and density conforming to subsection 302-5.6.2 SSPWC. Add the following section. 302-14.3 Crack Sealing The Contractor shall wash, blow out and thoroughly dry all cracks designated to be sealed before installing hot poured rubber-asphalt joint sealant material. The sealant shall con- form to the requirements of ASTM 01190. The Contractor shall dispose debris from crack cleaning outside the public way in accordance with Section 7-8.1, "Cleanup and Dust Control." The hot-melt rubberized asphalt shall be melted in a jacketed, double boiler type melting unit. Temperature of the heat transfer medium shall not exceed 245°C (475°F). Application of the hot-melt sealant shall be made with a pressure feed applicator or pour pot. Sealant shall be applied when the pavement surface temperature is greater than 4°C (40°F). Containers of hot-melt sealant shall be delivered to the job- site in unopened containers that are clearly marked with data showing the manufacturer's name, the product designation and the manufacturer's batch number and lot numbers. The level of the sealant shall be flush with the surface of the existing pavement. All excess sealant shall be removed from the crack with a minimum overlap onto adjacent pavement. Add the following section: 302-14.4. Measurement and Payment. Quantities of full depth asphalt concrete patch and crack sealing set forth in the bid item are for estimating purposes only, final quantity will be as designated and measured in the field. The Engineer will designate and mark the limits of the Full depth asphalt concrete patch and crack sealant application areas. Payment for resurfacing shall include post emer- gent herbicide treatment. Full compensation for conforming to the requirements of constructing full depth asphalt concrete patch shall include but not be limited to: furnishing all labor, tools, equipment, and materials necessary for doing the work including, saw cutting and removing and disposing 300 mm (1') thick section of existing asphalt concrete, aggregate base/subbase and basement soil as designated by the engineer, placement of asphalt concrete, compaction of subbase and asphalt con- crete, placement of SS-1 h asphalt emulsion and all other work incidental to full depth asphalt concrete patch shall be considered as included in the contract unit price bid for full depth asphalt concrete patch and no additional compensation will be allowed therefore. Full compensation for conforming to the requirements of crack sealing shall include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals necessary to do the work. Crack cleaning, roadway clean up, application of sealant, removal of excess sealant and all other work incidental to crack sealing shall be considered as included in the contract unit price bid and no additional compensation will be allowed therefore. SECTION -303 CONCRETE AND MASONRY CONSTRUCTION. 303-1 CONCRETE STRUCTURES 303-1.3 Forms. add the following: Concrete barriers must present a smooth, uniform appearance in its final position, conforming closely to the horizontal and vertical lines shown or ordered. The barrier must be free of lumps, sags, or other irregularities. Both the top and face must not vary more than 0.02 foot from the edge of a 10-foot straightedge. ft '-1osE-1112412010 Contract No. 6014 & 6053 Page 150 of 168 Pages 303-1.4.3 Miscellaneous Structures. add the following: Forms for Type 80 series concrete barrier railing shall remain in place for a minimum of 36 hours after the concrete is placed. 303-1.6.2 Falsework Design. add the following: The Contractor shall provide all temporary bracing necessary to withstand all imposed loads during erection, construction, and removal of any falsework. The Contractor shall provide falsework drawings and calculations prepared by a registered profes- sional engineer, civil or structural, that show provisions for resolution of all loads that may be imposed upon the falsework. Such plans and calculations shall include: 1. Resolution of all live, dead, wind, construction and impact loads that may be imposed on the false- work. 2. Temporary bracing or methods to be used during each phase of erection and removal of the false- work. 3. Concrete placement sequence. 4. Erection and removal sequence. 5. Deflection values for the falsework that include recommended methods to compensate for false- work deflections, vertical alignment, and anticipated falsework deflection. Add the following section: 303-1. 7.5 Installing Prefabricated Epoxy-Coated Reinforcement. Do not bend epoxy-coated pre- fabricated reinforcement after coating application. Job site and PC plant practices must comply with sections X2.3.1 through X2.3.15 of appendix X2 of ASTM A934/A934M for bar reinforcement. 303-1.8.6 Joints. add the following: Locate expansion joints in the barrier at deck, pavement, and principal wall joints. Expansion joint filler material must be the same size as the joint or 1/2 inch minimum. 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 spec- ified 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 con- sidered 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. Add the following section: 303-9 CONCRETE REMOVAL. 303-9.1 General. Backfill trenches, holes, depressions, and pits caused by removing existing con- crete structures. In an unsurfaced area, backfill with embankment material under section 300-3. In a surfaced area, backfill with material equal to or better than the surrounding material. Grade backfilled areas to drain and blend in with the surrounding area. Clean earth and other foreign material, including concrete, from material to be salvaged or incorpo- rated into the work. Dispose of removed facilities not to be salvaged or incorporated into the work. If you damage a facility or a portion of a facility to remain in place, repair or replace it. The repair or replacement must be equal or better in quality than the original portion. Where abrasive blasting is performed within 1 0 feet of a lane open to traffic, remove residue with a vacuum attachment operating concurrently with the blast cleaning equipment. 303-9.2 Removing Concrete. Where concrete is described to be removed, remove the concrete to a depth of at least 3 feet below finished grade. Concrete removal includes removal of any steel embedded in the concrete. Before removing a portion of a monolithic concrete element, make a 1-inch-deep saw cut to a true line along the limits of removal on faces of the element that will be visible in the completed work. Protect existing reinforcement to be incorporated into the new work from damage. Where new concrete is to join existing concrete, remove enough concrete to allow splicing of new reinforcement. 303-9.3 Work Platforms and Protective Covers. Provide working platforms and protective covers for removal work over water and revetments. Protective covers must: a) Be constructed before starting removal activities. b) Prevent any materials, equipment, or debris from falling into water or onto revetments. c) Be supported using shoring, falsework, or fastened to the existing structure. d) Remain clear of the variable water surface at all times. e) Not restrict the openings in the existing box culvert. f) Be cleaned of debris and fines before being removed. Add the following section: 303-10 CONCRETE ANCHORS. 303-10.1 Drill and Bond Dowels. For drill and bond dowels, drill the holes without damaging the adjacent concrete. Holes for bonded dowels must be 1/2 inch larger than the nominal dowel diameter. If reinforcement is encountered during drilling before the specified depth is attained, notify the Engi- neer. Unless coring through the reinforcement is authorized, drill a new hole adjacent to the rejected hole to the depth shown. Each drilled hole must be clean and dry when placing the bonding material and dowel. The bonding material and dowel must completely fill the drilled hole. The surface temperature must be at least 40 degrees F when magnesium phosphate concrete is placed. Thoroughly dry finishing tools cleaned with water before working magnesium phosphate concrete. ft ~,DBE-11/24/2010 Contract No. 6014 & 6053 Page 152 of 168 Pages Leave dowels undisturbed for 3 hours or until the dowels can be supported by the concrete. Cure modified high-alumina-based concrete and portland-cement-based concrete using the curing compound method. Do not cure magnesium phosphate concrete. Replace dowels that fail to bond or are damaged. 303-10.2 Drill and Bond Dowels (Chemical Adhesive). For drill and bond dowel (chemical adhe- sive), the drilled hole diameter and depth must comply with the ICBO evaluation report for the size of dowel being installed unless otherwise shown. Increase the drilled hole depth specified in the ICBO evaluation report by 50 percent when dowels are epoxy coated. Drill the holes without damaging the adjacent concrete. If reinforcement is encountered during drilling before the specified depth is attained, notify the Engineer. Unless coring through the reinforcement is authorized, drill a new hole adjacent to the rejected hole to the depth shown. Immediately after inserting the dowels into the chemical adhesive, support the dowels as necessary to prevent movement until the epoxy has cured the minimum time specified in the Caltrans Author- ized Material List for chemical adhesive/cartridge epoxies (http//www.dotca.gov/hq/esc/approved products list/). Replace dowels that fail to bond or are damaged. Drill new holes adjacent to rejected dowels and install replacement dowels. 303-10.3 Anchorage Devices. Install mechanical expansion anchors, resin capsule anchors, and CIP inserts under the manufacturer's instructions, and such that the attached equipment or fixture bears firmly against the concrete. SECTION 304 -METAL FABRICATION AND CONSTRUCTION 304-3 CHAIN LINK FENCE. 304-3.2 Fence Construction. add the following: Replaced fence portions, including vinyl cladding, securing slats, and barbed wire, shall closely match the height, color, and style of existing fencing within and/or adjacent to the project area. SECTION 306 -OPEN TRENCH CONDUIT CONSTRUCTION 306-3 TRENCH EXCAVATION. 306-3.3 Removal and Abandonment of Existing Conduits and Structures. Add the following: Un- less otherwise noted on plans, the Contractor shall remove all existing abandoned pipelines and conduits of any type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of the work and shall replace said pipelines and conduits with properly compacted soils. Payment for removal and disposal of abandoned utilities shall be included in the lump-sum bid for Clearing and Grubbing, and no additional payment will be made. Add the following section: 306-3. 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: 306-3. 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= WEATHER= SPEED= SLOPE= LANES= plate score. average daily traffic as defined in the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2009 Edition as amended by the MUTCD 2012 California Supplement. equivalent wheel loads as defined in the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2009 Edition as amended by the MUTCD 2012 California Supplement. total number of 24 hour periods during which the plates will be utilized at the site being considered. total number of Saturdays, Sundays and holidays that the plates will be utilized at the site being considered. total number of overnight periods that the plates will be in place, exclusive of Saturday, Sunday and holiday nights. total number of 24-hour periods that the plates will be utilized at the site being consid- ered when the possibility of rain exceeds 40 percent. the design speed in kilometers per hour or miles per hour, as applicable in the formu- lae above, of the street where the plates are to be installed. This number shall not be reduced for construction zone speed reductions. 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. 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 ..... f.JDBE-11/24/2010 Contract No. 6014 & 6053 Page 154 of 168 Pages use of steel plate bridging at each location so approved shall not exceed four (4) consecutive working days in any given week. Add the following section: 306-3. 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 regula- tions 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 Stand- ard 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 sub- mitted 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. Add the following section: 306-3. 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 move- ment. Horizontal gaps between the unmilled pavement and the plate shall not exceed 25 mm (1") and shall be filled with elastomeric sealant material which may, at the contractor's option, be mixed with no more that 50%, by volume, of Type I aggregate conforming to the requirements of tables 203-5.2(8) and 203-5.3(A) . Method 2 [For speeds 70 Km/hr (45 MPH) or less]: Approach plate(s) and ending plate (if longitudinal placement) shall be attached to the roadway and shall be secured against displacement by using two adjustable cleats that are no less than 50 mm (2") shorter than the 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 mini- mum 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: 306-3.7.4 Materials. The minimal thickness of steel plate bridging shall be as shown in Table 306- 1.1.7.4(A) l'} __ _ TABLE 306-3.7.4 REQUIRED PLATE THICKNESS FOR A GIVEN TRENCH WIDTH Maximum Trench Width <1> Minimum Plate Thickness 0.3 m (10") 13 mm (½") 0.6 m (23") 19 mm (¾") 0.8 m (31") 22 mm (7/a") 1.0m (41") 25 mm (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 civil engineer and submitted to the Engineer for review and approval in accordance with section 2-5.3. Steel plate bridging shall be steel plate designed to support the HS20-44 truck loading per CAL TRANS Bridge Design Specifications Manual. The Contractor shall maintain a non-skid surface on the steel plate with no less than a coefficient of friction of 0.35 as determined by California Test Method 342. If a different test method is used, the Contractor may utilize standard test plates with known coefficients of friction available from the CAL TRANS District 11 Materials Engineer to correlate skid resistance results to California Test Method 342. In addition to all other required construction signing, the Con- tractor shall install Rough Road (W33) sign with black lettering on an orange background in advance of steel plate bridging. Add the following section: 306-3. 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 pad- ding, signage, placing, installation, removal, relocation, preparation and processing of shop drawings and submittals to support the use of steel plate bridging and all other materials, labor, supervision, overhead of any type or description will be paid for as an incidental to the work that the bridging is installed to facilitate. No separate payment for steel plate bridging will be made. No extension to contract time will be allowed for, or because of, the use of steel plate bridging. 306-6 BEDDING Add the following section: 306-6.6 Bedding for Water Mains. All installation of, and bedding for recycled water, or potable water mains shall conform to Carlsbad Municipal Water District Rules and Regulations for the Con- struction of (Potable or Reclaimed) Water Mains, latest edition. 306-13 Trench Resurfacing. 306-13.1 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 conven- ience 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 re- surfacing materials. 306-13.2 Permanent Resurfacing. Add the following: Except as provided in section 306-13.1, "Tem- porary Resurfacing," the Contractor shall perform permanent trench resurfacing within 24 hours after the completion of backfill and densification of backfill and aggregate base materials. ft f.JDsE-1112412010 Contract No. 6014 & 6053 Page 156 of 168 Pages SECTION 314 -TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-1 GENERAL. Add the following: The Contractor shall furnish all equipment, materials, labor, and supervision necessary for painting traffic lanes, directional arrows, guidelines, curbs, parking lines, crosswalks, and other designated markings in accordance with the Plans, or for approved temporary detours essential for safe control of traffic through and around the construction site. The Contractor shall remove by wet grinding all existing or temporary traffic markings and lines that may confuse the public. When temporary detour striping or markings are no longer required, they shall be removed prior to painting the new traffic stripes or markings. 314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-2.1 General. Add the following: The Contractor shall provide a wet grinding machine with suffi- cient capacity to completely remove all existing or temporary traffic striping or markings that conflict with the striping plan, or are contrary to the Traffic Manual, or that may be confusing to the public. The surface produced by grinding the existing or temporary traffic striping or markings on pavement shall not exceed variations from a uniform plane more than 3 mm (1/a") in 3 m (10') when measured parallel to the centerline of the street or more than 6 mm (¼") in 3 m (10') when measured perpendicular to the centerline of the street. The use of any equipment that leaves ridges, indentations or other objec- tionable marks in the pavement shall be discontinued, and equipment capable of providing acceptable surface shall be furnished by the Contractor. This equipment shall meet all requirements of the air pollution control district having jurisdiction. 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-4.2 Control of Alignment and Layout. 314-4.2.1 General. Modify the first paragraph as follows: The Contractor shall establish the necessary control points for all required pavement striping and markings by surveying methods. No layout of traffic striping shall be performed by the Contractor before establishment of the necessary control points. The Contractor shall establish all traffic striping between these points by string line or other method to provide striping that will vary less than 80mm per 100m (1/2 inch in 50 feet) from the spec- ified alignment. The Contractor shall obliterate, straight stripes deviating more than 80mm per 100mm (1/ 2 inch in 50 feet) by wet grinding, and then correcting the markings. The Contractor shall lay out (cat track) immediately behind installation of surface course asphalt and as the work progresses. 314-4.3 Painted Traffic Striping and Curb and Pavement Markings. 314-4.3.2 Surface Preparation. Modify the first paragraph as follows: The Contractor shall remove all existing markings and striping, either permanent or temporary, which are to be abandoned, oblite- rated or that conflict with the plans by wet grinding methods. Removal of striping by high velocity water jet may be permitted when there is neither potential of the water and detritus from the high velocity water jetting to damage vehicles or private property nor to flow from the street into any storm drain or water course and when approved by the Engineer. The Contractor shall vacuum all water and detritus resulting from high velocity water jet striping removal from the pavement immediately after the water jetting and shall not allow such materials to flow in the gutter, enter the storm drain system or to leave the pavement surface. Surface variation limitations for high velocity water jet striping removal shall be the same as for grinding. The Contractor shall not use dry or wet sandblasting in any areas. Alter- nate methods of paint removal require prior approval of the Engineer. Obliteration of traffic striping with black paint, light emulsion oil or any other masking method other than a minimum 30mm (0.10') thick asphalt concrete overlay is not permitted. SECTION 314-5 PAVEMENT MARKERS. Add the following section: 314-5 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 Con- tractor 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. ft QDBE-11/24/2010 Contract No. 6014 & 6053 Page 158 of 168 Pages SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 6, TEMPORARY TRAFFIC CONTROL SECTION 600 -ACCESS 600-1 General. Add the following: 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 busi- nesses 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. Add the following section: 600-4 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 fol- lowing: 1) The Engineer ........................................................................... . 2) Carlsbad Fire Department Dispatch ........................................ . 3) Carlsbad Police Department Dispatch ..................................... . 4) Carlsbad Traffic Signals Maintenance .................................... .. 5) Carlsbad Traffic Signals Operations ........................................ . 6) North County Transit District. ................................................... . 7) Coast Waste Management ...................................................... . (760) 602-7539 (760) 756-3006 (760) 931-2197 (760) 438-2980 (760) 602-2730 (760) 966-6536 (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 Contrac- tor shall obtain the written approval no less than five working days prior to placing any traffic control that affects bus stops. Traffic controls shall be in accordance with the plans, The California Manual on Uniform Traffic Control Devices (MUTCD 2014 Revision 1 or latest version) and these Supplemental Provisions. If any com- ponent 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 Con- tractor 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. Add the following section: 600-4.1 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 ap- proved traffic control plan. All construction area signs shall conform to the provisions of section 603 et seq. All temporary reflective pavement markers shall conform to the provisions of section 602-2 et seq. All temporary reflective channelizers shall conform to the provisions of section 602-3 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 fur- nished, 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 trav- eled way or shielded from the view of the travelling 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 travelling 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 CALTRANS "Standard Specifications", except the sleeves shall be 180 mm (7") long. Personal vehi- cles 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 1.8 m (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 7.6 m (25') intervals to a point not less than 7.6 m (25') past the last vehicle or piece of equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a sign post or telescoping flag tree with flags. The sign post or flag tree shall be placed where directed by the Engineer. Add the following section: 600-4.2 Maintaining Traffic. The contractor shall maintain traffic during construction in accordance with the traffic control plans included in these contract documents. Add the following section: 600-4.3 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 (MUTCD 2014 Revision 1 or latest version, 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. -~ f.JDBE-1112412010 Contract No. 6014 & 6053 Page 160 of 168 Pages Add the following section: 600-4.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic stripe oper- ations, 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 pro- posed 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. Add the following section: 600-4.5 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 (MUTCD 2014 Revision 1 or latest version) published by CALTRANS. Whenever the work causes obliteration of pavement delineation, temporary or perma- nent 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 tempo- rary pavement delineation shall be performed by the Contractor. When temporary pavement delineation is removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed by grinding. Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other tem- porary 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 tempo- rary 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 pave- ment delineation is required to be removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed. Add the following section: 600-4.6 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 pre- pared 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 ap- proval 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 7-10 of Drawing 480-6 of the contract documents or substitute TCP to further its own interests. 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 (MUTCD 2014 Revision 1 or latest ver- sion) as published by CALTRANS. 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, sup- plements, 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 re- tained 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 prep- aration 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. Add the following section: 602 TEMPORARY TRAFFIC PAVEMENT MARKERS. Add the following section: 602-1 General. The Contractor shall supply and install temporary traffic pavement markers, channel- izers, 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 pub- lic traffic. Add the following section: 602-2 Temporary Pavement Markers. Temporary reflective raised pavement markers shall be placed in accordance with the manufacturer's instructions. Temporary reflective raised pavement markers shall be cemented to the surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive shall not be used to place temporary reflective raised pavement markers in areas where removal of the markers will be required. Pavement striping, legends and markers which conflict with any traffic pattern shall be removed by grinding as determined by the Engineer. The Contractor shall use temporary reflective raised pavement markers for temporary pavement marking, except when the temporary pavement markers are used to replace patterns of temporary traffic stripe that will be in place for less than 30 days. Reflective pavement markers used in place of the remova- ble-type pavement markers shall conform to the section 314 "Traffic Striping, Curb and Pavement Markings, and Pavement Markers"; and epoxy adhesive shall not be used to place pavement markers in areas where removal of the markers will be required. Add the following section: 602-3 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. Channelizers shall be applied only on a clean, dry surface. Channel- izers 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 -~ f.JDBE-1112412010 Contract No. 6014 & 6053 Page 162 of 168 Pages 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: 603 TEMPORARY TRAFFIC SIGNING. Add the following section: 603-1 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: 603-2 Maintenance of Temporary Traffic Signs. If temporary traffic signs are displaced or over- turned, 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: 604 TEMPORARY RAILING (TYPE K) AND CRASH CUSHIONS. Add the following section: 604-1 Temporary Railing and Crash Cushions. Temporary railing (Type K) shall consist of inter- connected new or undamaged used precast concrete barrier units as shown on the plans. Temporary sand-filled crash cushions shall consist of new or undamaged used temporary sand-filled crash cush- ions units as shown on the plans. Add the following section: 604-2 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 31 O "Painting". Contractor shall be responsible for the removal and cleanup or painting over the graffiti from the K-Rails within 48 hours. The Con- tractor 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. 604-3 Manufacture of Temporary Railing. In addition to the requirements herein the temporary rail- ing (Type K) shall be manufactured per CAL TRANS Standard Drawings T3A and T3B. 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 Ce- ment 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 Designa- tion: A 307. A round bar of the same diameter may be substituted for the end-connecting bolt shown on the plans. The bar shall conform to ASTM Designation: A 36/A 36M, shall have a minimum length of 660 mm and shall have a 75 mm (3") diameter by 9 mm (%") thick plate welded on the upper end with a 5-mm (3/15") 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. 604-4 Installation of Temporary Railing. In addition to the requirements herein the temporary railing (Type K) shall be installed per CAL TRANS Standard Drawings T3A and T3B. 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) 2009 Edition as amended by the MUTCD 2012 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 con- crete. 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 condi- tion, or constructed to its planned condition. Add the following section: 604-5 Temporary Sand-Filled Crash Cushions. Temporary sand-filled crash cushion units shall be "Energite Ill" manufactured by Energy Absorption Systems, "Fitch Inertial Barrier System Modules" manufactured by Roadway Safety Service, or equal. Features required to determine equivalence of any other temporary sand-filled crash cushion units shall be approval of the system by CAL TRANS and that the temporary sand-filled crash cushion units meet NCHRP 350 standards. Other features will be suitability to application, operational characteristics, durability and other such characteristics that the Engineer shall determine. Temporary sand-filled crash cushions (TSFCC) shall be of the type and array configurations shown on plans, and installed at every end of, or gap in, the temporary railing (Type K) whenever the closest point of approach of traffic, regardless of direction, is 4.6 m (15') or less to the end of the temporary railing (Type K) being considered. The TSFCC shall be installed per CAL TRANS Standard Drawings T1A, T1 B, and T2 for approach speeds no less than the posted speed of the street prior to construction or 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) 2009 Edition as amended by the MUTCD 2012 California Supple- ment shall also be installed at each TSFCC array as shown in CAL TRANS Standard Drawings T1A, T1 B, 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: 605 MEASUREMENT AND PAYMENT. Temporary traffic pavement markers, temporary channeliz- ers, 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 ., f.JDBE-11/24/2010 Contract No. 6014 & 6053 Page 164 of 168 Pages 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. SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 8, LANDSCAPE AND IRRIGATION SECTION 800 -MATERIALS 800-1 LANDSCAPE MATERIALS. 800-1.2.3 Commercial Fertilizer. add the following: Hydroseed fertilizer shall be long-lasting, con- trolled-release, plastic-coated, uniform in composition, free-flowing, suitable for application with approved equipment, and shall contain the minimum available percentages of nitrogen, phosphoric acid, potash and sulfur required by Table 800-1.2.5.1 (A). 800-1.2.4 Organic Soil Amendment. Add the following: For all types of Organic Soil Amendment mulch materials produced from pine trees grown in Alameda, Monterey, Santa Clara, Santa Cruz or San Mateo Counties shall not be used in the Work. Type 1A Organic Soil Amendment shall conform to the requirements for type 1 Organic Soil Amendment except as modified hereinafter. Type 1A Or- ganic Soil Amendment shall be a wood or rice residual product derived from the bark of pine, white fir, or red fir or cedar or redwood shavings or rice hulls. Type 1A Organic Soil Amendment shall be manufactured from clean wood, free from clods coarse objects and rocks and shall conform to the properties shown in Table 800-1.2.4(A): Table 800-1.2.4(A) SOIL AMENDMENT PROPERTIES Property Minimum Maximum Dry Weight Nitrogen (1) (1) Dry Weight Passing 25 mm (1") Sieve 100% 100% Ory Weight Passing #4 Sieve 95% 100% Dry Weight Passing #16 Sieve 45% 65% Dry Weight Passing #30 Sieve 30% 40% Ory Weight Passing #50 Sieve 0% 10% Dry Weight Passing #100 Sieve 0% 2% Salinity (1) (1) Iron ( Dilute acid soluble on dry weight basis) 0.08% --- Ash (dry weight basis) 0% 6.0% pH 6.0 7.0 Wettability (1) (1) (1) (As Required by Table 800-1.2.4 SSPWC) For all types of Organic Soil Amendment the Contractor shall supply the Engineer a sample of the proposed amendment accompanied by an analytical analysis from a qualified agricultural laboratory certifying compliance to the requirements herein. Qualified agricultural laboratories shall have an on- going quality assurance program that fulfills the requirements of the most recent version of the "West- ern States Laboratory Proficiency Testing Program Soil and Plant Analytical Methods". Certificates of compliance shall contain a statement attesting that the organic soil amendment meets the require- ments of these specifications and that the testing agricultural laboratory does fulfill the requirements .~ ~,DBE-11/24/2010 Contract No. 6014 & 6053 Page 166 of 168 Pages of "Western States Laboratory Proficiency Testing Program Soil and Plant Analytical Methods". Said submittal shall be in accordance with Section 2-5.3.3. 800-1.2.5 Mulch. Add the following: The terms Hydroseeding and Hydroseed shall be synonymous with Hydraulic for the purposes of Section 800. Disturbed Areas, planting areas shall be mulched, fertilized and seeded using method B. Mulch shall be manufactured from virgin wood cellulose fiber mulch and shall not contain growth or germination inhibitors. When mixed with water, the mulch shall remain in uniform suspension and when blended with the seed, fertilizer, and other approved additives, shall form a homogeneous slurry. When applied, the fibers shall form a moisture absorbing membrane with adequate percolation properties sufficient to allow one hundred percent of water applied at the rate of 3.1 liters per minute per square meter (0.075 gallons per minute per square foot) onto a surface inclined at a 2: 1 (horizontal: vertical) slope to pass through the membrane. A non-phyto-toxic wetting agent shall be added to the slurry mixture. A water soluble, non-toxic green dye shall be added in sufficient quantity to clearly delineate the planted areas. When required, binder shall be added to the slurry mixture and shall be "CPA 4000", "AZTAC", "Ecology Control", "M-Binder'', or approved equal. Add the following section: 800-1.2.5.1 Disturbed Area Mulch Fertilizer and Additives. In addition to the seed mix shown in the table for Disturbed Areas the slurry mixture shall be applied at the rates shown in Table 800- 1.2.5.1 (A) Table 800-1.2.5.1(A) DISTURBED AREA MULCH FERTILIZER AND ADDITIVES Component Application Rate grams per sq. meter (pounds per acre) Virgin Wood Cellulose Fiber Mulch 225 (2000) Binder (1) 7 (60) Fertilizer (16-20-0) Ammonium Phosphate 35 (300) Sulfate, Plus 15% Soil Sulfur Wetting Agent Per Mfg. Recommendation Green Colorant Per Mfg. Recommendation (1) Required to be incorporated only when applied between the months of Nov. through Feb. Add the following section: 800-1.2.6 Herbicides and Pesticides. Shall be used in their appropriate applications with strict ad- herence to manufacturer's specifications and instructions. Postemergent herbicide for all areas shall be Glyphosate, N-(phosphonomethyl) glycine, in the form of its isopropylamine salt such as Roundup Pro, Diquat, Montar, or approved equal. Pre-emergent herbicide for shrubs and groundcover areas planted from flats shall be Treflan, Surflan, Eptan, or approved equal. Add the following section: 800-1.2. 7 General Soil Conditioners. Agricultural-grade gypsum shall be a calcium sulfate (CaSO4 H20) product 94.3 percent. 90 percent shall pass a 50 mesh screen. Control of dust during application is mandatory. Iron Sulfate shall be ferrous sulfate in pelletized or granular form containing not less than 20.0 percent iron expressed as metallic iron. Iron Sulfate pellets shall be of size and gradation such that 98 percent is retained on a 10 mesh screen. ft f.~f""\.r""\r A A 11""\.A lt""\r\.Ar\ r,. ----'------'-a. I -,...,.... ... -6. ,.. --r-- Add the following section: 800-1.2.8 Stabilizing Emulsion. Stabilizing emulsion shall be a concentrated liquid chemical that forms a plastic film upon drying and allows water and air to penetrate. The film shall be nonflammable and shall have an effective life of at least one year. Stabilizing emulsion shall be nontoxic to plant and animal life and non-thinning to concrete or painted surfaces. In the cured state the stabilizing emulsion shall not be re-emulsifiable. The material shall be registered with, and licensed by the California, Department of Food and Agriculture, as an "auxiliary soil chemical". Stabilizing emulsion shall be miscible with water at time of mixing and application. 800-1.3 Seed. Add following: The quantity of pure live seed supplied shall meet or exceed the quantity shown in the specified mixes. Seed shall not contain more than 0.5 percent weed seed by volume Seed types shall be as specified on the plans and planting legends, and shall be applied at the rates indicated. All brand-name, patented seed must be received by Contractor in original manufacturer's bag. Seed shall be received by Contractor in separate containers specifying kind, quantity, purity, and germina- tion. Contractor shall provide the Engineer with each seed bag label used in the Work. Add the following section: 800-1.3.1 Seed for Disturbed Areas. Hydroseeding mix for Disturbed Areas shall consist of no less than the seed varieties shown in Table 800-1.3.1 (A). Table 800-1.3.1 (A) SEED FOR DISTURBED AREAS Seed Variety Application Rate grams per sq. meter (pounds per acre) Rose Clover 2.5 20 <1) Festuca Megalura, Zorro Fescue 2.5 20 Eschscholzia Californica 0.35 3 Achillea Millefolia 0.45 4 Alyssum (Carpet Of Snow) 0.35 3 Dimorpholeca 0.25 2 Rose Clover shall be inoculated with a nitrogen fixing bacteria and be applied dry either by drilling or broadcasting immediately before hydraulic application of the remaining seed mix and mulch. Add the following section: 800-1.6 Erosion Control Matting. Erosion control matting shall be made of 100 percent-biodegrada- ble, weed-free wheat straw of thickness and density yielding 270 grams per square meter (0.50 lb./sy) with photodegradable polypropylene netting with a density of 0.89 grams per square meter (1.64 lb/1000 sy) having an approximate mesh interval of 50 mm x 50 mm (2" x 2") on each face of the straw mat. The straw mat shall be sewn together with unidirectional lines of cotton or polypropylene thread spaced approximately 50 mm (2") apart. Erosion control matting shall be "North American Green, DS150", "BonTerra S2", or approved equal. Add the following section: 800-1. 7 Erosion Control Mat Staples. Erosion control mat staples shall be 25 mm x 150 mm (1" x 6"), U shaped 11 gauge mild steel staples. ft ~,DBE-11/24/2010 Contract No. 6014 & 6053 Page 168 of 168 Pages APPENDIX "A" RESIDENT NOTIFICATION EXAMPLE Dear resident: CITY OF CARLSBAD ROADWORK ABC CONTRACTORS OFFICE# (760)XXX-XXXX FIELD# (760)XXX-XXXX As a part of the City of Carlsbad's ongoing program to maintain its streets, your street will be resurfaced with a layer of asphalt concrete over the existing roadway surface. This construction will require the closing of your street to through traffic for one day. Your street, from XYZ St. to XYZ Ave. will be closed to through traffic and resurfaced on: MON. TUE. WED. THU. FRI. DATE: ________ _ from 7:00AM. to 5:00 P.M. If you don't plan to leave your home by 7:00 AM. on the above date please park your car on an adjacent street in your neighborhood that will not be resurfaced. Streets scheduled for resurfacing can be determined by calling either the Contractor or the City of Carlsbad Engineering Inspection Department. When walking to and from your car, remember not to walk on the newly overlaid 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 newly overlaid 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 resurfacing work for the city and you may call them at (760)XXX-XXXX if you have any questions regarding the project. Resurfacing of your street will not occur on the day your trash is collected. Mail delivery may be delayed if the postman cannot reach the mailbox that day. If you have a moving company scheduled for that day please call and inform the Contractor of the date. If you have any concerns which cannot be addressed by the Contractor, you may call the City's Engineering Inspection Department at 438-1161x4323. Thank you for your cooperation as we work to make a better City of Carlsbad. 169 APPENDIX "B" RELEVANT STANDARD DRAWINGS 170 12" PAINT CC)LOR: WHITE STENCIL BY: PIPELINE PRODUCTS SAN MARCOS, CA. PH: 1-800-998-1079 EN() I) U M t:> I NG. ----( ------------,--\ I) I~/-\ I N S T () () C E /-\ N ~----------24"------------'ll,o..j ROUND G/SB HIGH CAPACITY WITH EASY MAINTENANCE SHELF SYSTEM FOR USE IN CURB INLETS IIOJ(l,IAE/t.£ STOIIIJ •• BOOII SI/IU/,l[fl FIGURE I: £2£.TA!l OF PARTS SHfLF srsrrn /'IIOUC/1 llflfl /I[/(',//( CISUl10IJNI) -oura:r PIP£ ' .. :. :' } '·' FIGURE 4: DETAfl _OLPROHlE 1/ifAfll[NT f!OW RAif: l.fl CFS WA/1/W/IY: 5 Y&W iiANVfAC/lfi/[115 ifo Ctulll lNYif/0///,l[llfl,J. S!IMCfS, 11/C. PO {J()X 859 OC&WSI{)[. · Ct 920#.9 f'li(}/IE:76(H.U·16~0 FAX:76tJ-fJJ-Jl76 SCALE:: NTS CJW!fR: J.11.H. ~7PftS!C" .. ,: / STAN..ESS STffL •. 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UNITS a INCHfS RE.WSIONS: OAT£: f'AGE J _...._ ______ _.__ ___ .....__ ________ ",-~·--·-·------- Port # GISB-24-24-RND MEDIA FILTER ¢24 1 TOP VIEW FITS 20-3/8" HOLE STORM BOOM FLOW SCHEMATIC -1 24 SIDE VIEW BioMediaGREEN REMOVAL EFFICIENCIES Tola/ Sllsp«lded Solids "S!7-Co-sn 105• 85% Total Phosphorus 69% Orlho Phosophorus 41% Dissolved Copper 79% Oi!iSO/ved lJiod 98% Dissdvedlinc 78% Fecal Coliform Baclelfa 68% TPH 99% SUNTREE QUALITY PRODUCTS ARE BUILT FOR EASY CLEANING AND ARE DESIGNED TO BE PERMANENT INFRASTRUCTURE AND SHOULD LAST FOR DECADES. FLOW RATES per Basket Q=SO*c d*A J 2*g*h Cd= ~rp.,of = .67 so A(in2) h (in) Q (~) TOP SIDE 1 135.22 5.50 3.42 FILTER MEDIA 253 PERL/TE .4 .113 BioMediaGREEN iscREEN TREATED FLOW 3.42 CFS 'MEDIA TREATED FLOW • 113 cFzj , .. 2~ ... , 1 3 extension · , r for tapered -1\b:1=========== == =========;;:=!JI~ manhole lid -t with center drop FIGURE 2 coconut Mat DETAIL OF INSTALLA T/ON BioMediaWHITE BioMediaGREEN EXPANDED SHALE UNDERDRAIN COARSE SCREEN MEDIA PACK FINE SCREEN BOX MANUFACTURED FROM MARINE GRADE FIBERGLASS & GEL COATED FOR UV PROTECTION 5 YEAR MANUFACTURERS WARRANTY PATENTED ALL FILTER SCREENS ARE STAINLESS STEEL Email: infoCbioc/eonenvironrnentol. net BIO CLEAN E:NVIRONME:NTAL SE:RVICE: ,-,.,,xm PO BOX 869 OCEANSIDE: CA 92049 -..,...., 760 4.:3.:3 7640 FAX:760 4.:3.:3 .31 76 fft.:V,atON~ ... .,,,, GRAT£ INLET SKIMMER BOX FOR MEDIA FILTER TYPE CATCH BASIN INSERT _,,.,.,,.,,., ........ DATE: 01 /1 1 /osl SCALE:SF = 15 l'l;C\l'79#0Na, """" DRAFTER: N.R.a.1 UNITS =INCHES _.,,,,.,o,,,., ... ,., BIO CLEAN ROUND GISB MEDIA FILTER WITH EASY MAINTENANCE SHELF SYSTEM FOR USE IN CURB TYPE INLETS ROUND GISB FOR MOUNTING UNDER MANHOLE FLOW DETAIL OF PARTS FIGURE 1 MANHOLE FIGURE 3 DETAIL OF PROCESS REMOVABLE STORM BOOM WIDTH OF INLET WILL VARY I Fl.OW RAT£S per Basket Q=SO*cd"A ,J 2*g*h Cd=~.,= .67 so A(in2) h (in) Q (-~) TOP SID£ 1 135.22 5.50 3.42 MEDIA .4 253 .113 THROAT Fl.OW RAT£ 2.4 CFS NOTES: 1.SHELF SYSTEM PROVIDES FOR ENTIRE COVERAGE OF INLET OPENING SO TO DIVERT ALL FLOW TO BASKET. 2.SHELF SYSTEM MANUFACTURED FROM MARINE GRADE FTBERGLASS,GEL COATED FOR W PROTECTION. 3.SHELF SYSTEM ATTACHED TO THE CATCH BASIN WITH NON-CORROSIVE HARDWARE. 4.FTLTRATION BASKET STRUCTURE MANUFACTURED OF MARINE GRADE FIBERGLASS,GEL COATED FOR UV PROTECTION. REMOVABLE BASKET CATCHES EVERYTHING AND MAY BE REMOVED THROUGH MANHOLE WITHOUT ENTRY. 5.F/LTRATION BASKET FINE SCREEN AND COARSE CONTAINMENT SCREEN MANUFACTURED FROM STAINLESS STEEL. 6.FILTRATION BASKET HOLDS BOOM OF ABSORBENT MEDIA TO CAPTURE HYDROCARBONS. BOOM IS EASILY REPLACED WITHOUT REMOVING MOUNTING HARDWARE. 7.ALTRATION BASKET LOCATION IS DIRECTLY UNDER MANHOLE FOR EASY MAINTENANCE. BIO CLEAN E:NVIRONME:NTAL SERVICE ,._,_,., PO SOX 869 OCEANSIDE: CA 92049 t-:,..,..,=.,--.=-------.-:-.,.=,,.,c------1 760-4.3.3-7640 FAX: 760-4.3.3-.3 7 76,-.,...,,.,-.,,,,.,-------+-,..-,.,.,----1 GISB MF WITH SHELF DATE: 04/1 2/04 SCALE:SF = 15 DRAFTER: N.R.B. UNITS =INCHES Part # G/58 MEDIA FILTER-24-41-25 1-< 1 ···--41 11 TOP VIEW FLOW SCHEMATIC STORM BOOM -1 -1 Flow Specifications Description Percent Total Square Flow Open Square Inches Rate of filter Inches of Total {Cubic opening Boo«Jon -per Unit Unobstructed Feet per --· Openings Second) Skimmer " protected 100% 243.4 243.4 10.0 cfs By-Poss Coarse Screen 3/4" X 1-3/4" 62% 215.2 133.4 6.4 cfs stainless steel flattened expanded P£RLIT£ (granular) 40% BioMediaGREEN --354 N/A 50.7 gpm (porous blocks) 80% SCREEN TREATED FLOW RATE MEDIA TREATED FLOW RATE Total:6.4 cfs Total: 50.7 gpm FLOW RATES BASED ON UNOBSTRUCTED OPENINGS GRATE REMOVABLE SCREEN Coconut Mat 4 BioMediaWHITE <1 BioMediaGREEN 4. EXPANDED SHALE ~ 4 -'.11£ -4: <t •4 BYPASS <t 4. -I :> .. " COARSE SCREEN 4 q END VIEW 4 4° '• 4 <t '4 j_~~ • .._ ____ _.._+ ___ FINE SCREEN SIDE VIEW 4 q. d .4 . . I CONCRETE STRUCTURE l<T .. <I . . . '<I , 4 BioMediaGREEN REMOVAL EFFICIENCIES Total Suspendtd Softds "s;Kq-Sif t06· 85% Toto/Phosp/Hxus 69% Orlhc Phosophcros 41% IJissolvod Copper 79% DissoMd 1.-1 98% Disso/YOd Zinc 78% Fecal Coifotm Bodona 68% TPH 99% SUNTREF QVALITY PROD/JCTS AR£ BUILT FOR £,!SY CI.EANING AND ARE /J£SIGN£D TO 8£ P£R/JANENT /NFT?$TRUCTUR£ AND SHOULD LAST FOR D£CAlJfS. BOX MANUFACTURED FROM MARINE GRADE FIBERGLASS & GEL COATED FOR UV PROTECTION 5 YEAR MANUFACTURERS WARRANTY PATENTED ALL FILTER SCREENS ARE STAINLESS STEEL BIO CLEAN E:NVIRONME:NTAL SERVICE: PO SOX 1369 OCEANSIDE: CA 92049 760-4.3.3-7640 FAX: 760-4.3.3-.3 1 7/S GRAT£ INLE:T SKIMME:R BOX F"OR ME:DIA FILTER TYPE: CATCH BASIN INSERT ,..,...,,_ DATE: 04/12/04 SCALE:Sr = 15 E:rnail: in'/'o@biocleonenvironrnenta/.net 1-0:-:R::-A-:--FT==E==R-,-N-.--R-.--97_ rU-N--/T::-S:--_-1-N-C_H __ E_S-j-==,,...------+,=----J CURB LINE 4" RADIUS ~ A TRANSITION TO NORMAL CURB I HEIGHT IN 1 Q' ON BOTH SIDES UNLESS OTHERWISE NOTED #4 n AROUND OPENING I B SEE NOTE 7 4" RADIUS WING IF IT OCCURS EDGE OF GUTTER SEE D-12 FOR CONTINUOUS GALVANIZED STEEL FACE ANGLE AND PROTECTION BAR #4 c...@6" . <.O ~A ONEC;J SECTION 8-8 30 D LAP (TYP) 6" MIN (TYPICAL BOTH SIDES) NOTES L LENGTH SHOWN ON PLANS PLAN L = LENGTH SHOWN ON PLANS SLOb~ l~ ~~b~~ 1JUNRBP&~~FILE I SECTION C-C 1. SEE D-11 A, D-11 B, & D-12 FOR ADDITIONAL NOTES AND DETAILS. > w z ::J CD a::: :::, u 2. TYPES ARE DESIGNED ON PLANS AS FOLLOWS: A (NO WING), A-1 (ONE WING), OR A-2 (TWO WINGS). 3. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A RADIUS OF 1 /2". 4.STEPS SHALL BE INSTALLED WHEN V EXCEEDS 4'. SEE D-11A FOR DETAILS. 5.CONCRETE GUTTER TO MATCH ADJACENT GUTTERS. 6.AN EXPANSION JOINT SHALL BE PLACED AT THE ENDS OF THE INLET WHERE THE CURB IS TO ADJOIN. 7.PROVIDE 1/4" TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF ADJACENT CURB. 8. SURFACE OF TOP SLAB TO MATCH SIDEWALK FINISH AND SLOPE. 3" SLOPE GUTTER 3" OR MATCH EXISTING ROADWAY SURFACE STREET L--L+~#4@12" OPTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT LEGEND ON PLANS ~ 9. MAINTAIN 1-1 /2" CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 1 O. IF REQUIRED BY LOCAL AGENCY, EXTEND TOP SLAB STEEL REINFORCEMENT 12" INTO ADJACENT SIDEWALK. 11. ELEVATIONS SHALL BE SHOWN ON PLANS WHERE INDICATED BY "0" SYMBOL. Revision By Approved ORIGINAL Kercheval Reformatted T. Stanton Edited T. Stanton Edited S.S. T. Regello Edited T.R. T. Regello Date 12 75 04/06 02/09 03/11 10/15 RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS coMMlmE CURB INLET -TYPE A DRAWING NUMBER 12. 11. '2015 D-01 6" w z ::J CD 0::: :::, (_) 2" WEAKENED PLANE JOINT ~-, 1/2" R ~ ._: \ .· ~3 1 .. R V. .. . .d ' • "''·.i. .; . _,__!~~:_· _______ W _______ k TYPE w *AREA G 24" 1.34 SQ. FT. H 30" 1.60 SQ FT. * 6" CURB HEIGHT NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER. LEGEND ON PLANS Revision By Approved Date RECOMMENDED BY 1HE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL KERCHEVAL 12/75 -~ . ADD METRIC T. STANTON 03/03 J~ 12/17/2015 ' 'EFORMATTE[ T. STANTON 04/06 CURB AND GUTTER -COMBINED Chaii;person R.C.E. 19246 Date UPDATED MR MR/CV 11/11 DRAWING G-02 UPDATED CV CV 12/15 NUMBER VARIES WIDTH AS SHOWN ON PLANS 1-~""""'y ''<'<1''<, ~-. -----.+.· ......... I ~,, ..__:·--------- 4" 1/2'' R \ ~ ---2% MAX CROSS SLOPE t 1 ~20 .: ) / ~ ' ; .~ 2" WEAKENED . . • / ---__ _J ~ l PLANE JOINT - / I L___ I -------_J NON-CONTIGUOUS I • WIDTH AS SHOWN ON PLANS "' I 4" 1/2" R 1 /2'' R ~ ~ 2% MAX CROSS-SLOPE . t . . , 1 r-1P>:;:--/~-~ ---- - - - --:-.:--~~-1 / 'W'A» 1 2" WEAKENED / ---__ _/ ~ PLANE JOINT - I ( L___ I -------_J CONTIGUOUS NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. Revision By Approved Date ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING ADD METRIC T. STANTON 03/03 REFORMATTE[ T. STANTON 04/06 SIDEWALK -TYPICAL SECTIONS UPDATED MR MR/CV 11/11 REVIEWED CV CV 12/15 LEGEND ON PLANS RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ~ . JJJ!J:l;i;;C5 12/;7 /2015 Chai_werson R.C.E. 19246 Date DRAWING NUMBER G-07 R.O.W. I R.0.W. L12" MIN. 1/2" RADIUS 1-1/2" 3/8" LIP A.G. 6" RESIDENTIAL 811 COMMERCIAL/MUL I-FAMILY NOTES: A.B. AS REQUIRED BY PLAN (6" MINIMUM) COLD JOINT AT EXTENSION OF BACK OF ADJOINING CURB. 1. PROVIDE WEAKENED PLANE AT 15' MAXIMUM, OR AT TOP OF TRANSITION. 2. REMOVE CURB, GUTTER & SIDEWALK AS SHOWN ABOVE TO NEAREST EXISTING JOINTS. FORM ON A.C. SIDE AND SLOT PAVE WITH D -i'1R4000 A.C . ...,R __ E __ V . ....,....AP...,P ..... R ... OV..,.E ... D..,.DA_T_E,..._ __ c_r __ TY_O_F_C __ A __ R __ L_S_B_A_D __ ---a /4L ~ 6-04 TYPICAL Clll' ENGINEER DATE DRIVEWAY ADDITIONS ~~:~t~~iiN~~~ GS-12 w z ::J CD c::: :::, 6" 0 1/2" R "~ __ i 2" WEAKENED • •io· ;;~-~:\ ,..·: PLANE JOINT - " l=!w om 1 co :Z:30 ~ffi \ '12 ':JF' \ GUTTER LINE =r--... :z:O ::, \L:~ ..-:r ~ ·~ ·. ~/.:~ ... :,;~-.. HJ?J: : .. t· ::·~; ~~ ... f -r··.• ; .... : .... f ,;:·~< :-:). : .~:~ ,. 14.5" .1 8" CURB AREA = 1.21 SQ. FT. LEGEND ON PLANS 8" CURB .cV. APPROVED DATE CITY OF CARLSBAD dhm iil -;Jd,· 12/11 MEDIAN CURB CITY ENGINEER DATE SUPPLEMENTAL STANDARD NO. GS-18 LIMIT OF 2" GRIND TYP. ·• •• •• ·1 1 1-FT. MIN. I 25" MAX. 11-FT. MIN~ ASPHALT CONCRETE FINISH COURSE SEE GS-28 SAWCUT LINE TYPICAL NOTES: ASPHALT CONCRETE BASE COURSE, SEE GS-28 AGGREGATE BASE -----PIPE BEDDING AND BACKFILL PER PROJECT PLANS, SPECIFICATIONS, AND CITY STANDARDS. 1. THE DETAIL SHOWN ABOVE APPLIES TO TRENCH WIDTHS LESS THAN 25 INCHES. 2. EXISTING A.C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL. 3. BASE MA TERI AL SHALL BE REPLACED TO DEPTH OF EXISTING BASE. A.C. MAY BE SUBSTITUTED FOR BASE MATERIAL AT THE CITY ENGINEER'S DISCRETION. 4. WHEN THE EDGE OF THE GRIND AREA IS WITHIN 24 INCHES OF EDGE OF PAVEMENT, ANY STRUCTURE, AN ADJACENT TRENCH PATCH OR OTHER PAVING JOIN LINE, THE GRIND AREA SHALL BE EXTENDED TO THE EXISTING STRUCTURE OR JOIN LINE. 5. WHEN THE EDGE OF THE GRIND LIES WITHIN A WHEEL PATH, THE GRIND AREA SHALL BE EXTENDED TO THE NEAREST LANE LINE OR EDGE OF PAVEMENT. REV. APPROVED DATE CITY OF CARLSBAD ..,.._..,._ ___ ..,.._..,. ______________ ....,.~"k •. +-T 2 10 TRENCH RESURFACING -C-ITY_E_N_Gl-++-EE-R--++-DATE ASPHALT CONCRETE PAVEMENT SUPPLEMENTAL GS 25 FOR TRENCH WIDTHS LESS THAN 25" STANDARD NO. - FULL LANE WIDTH 12 FT. MIN. 26" TO 48" NOTES: -ASPHALT CONCRETE FINISH COURSE SEE GS-28 ASPHALT CONCRETE BASE COURSE, SEE GS-28 AGGREGATE BASE PIPE BEDDING AND BACKFILL PER PROJECT PLANS, SPECIFICATIONS, AND CITY STANDARDS. 1. THE DETAIL SHOWN ABOVE APPLIES TO TRENCH WIDTHS FROM 26 INCHES TO 48 INCHES. 2. EXISTING A.C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL. 3. BASE MATERIAL SHALL BE REPLACED TO DEPTH OF EXISTING BASE. A.C. MAY BE SUBSTITUTED FOR BASE MA TERI AL AT THE CITY ENGINEER'S DISCRETION. 4. WHEN THE EDGE OF THE GRIND AREA IS WITHIN 24 INCHES OF EDGE OF PAVEMENT, ANY STRUCTURE, AN ADJACENT TRENCH PATCH, OR OTHER PAVING JOIN LINE, THE GRIND AREA SHALL BE EXTENDED TO THE EXISTING STRUCTURE OR JOIN LINE. 5. WHEN THE EDGE OF THE GRIND LIES WITHIN A WHEEL PATH, THE GRIND AREA SHALL BE EXTENDED TO THE NEAREST LANE LINE OR EDGE OF PAVEMENT. J_R_E_V....,_AP_P_R_ov_E_D...,D_A_T_E ...,.. __ C_I_TY_O_F_C_A_R_L_S_B_A_D __ ------tf.L-.-i-T 2 10 TRENCH RESURFACING ---+>----'-----'-+\- ASPHALT CONCRETE PAVEMENT CITY ENGi ER DATE FOR TRENCH WIDTHS FROM 26" TO 48" ~~:~6;~5N~~~ GS-26 FULL ROAD WIDTH -GUTTER TO GUTTER ASPHALT CONCRETE ~-FINISH COURSE, LIMIT OF 2'' GRIND (TYP.) SAWCUT LINE TYPICAL NOTES: SEE GS-28 = ~ = = = \_ LIMIT OF 2'' GRIND ~~~.L..-.L-.L-..L......I..........X.,-r-\__ (TYP.) EXISTING AC AND BASE ASPHALT CONCRETE BASE COURSE, SEE GS-28 AGGREGATE BASE PIPE BEDDING AND BACKFILL PER PROJECT PLANS, SPECIFICATIONS, AND CITY STANDARDS. 1. THE DETAIL SHOWN ABOVE APPLIES TO TRENCH WIDTHS GREATER THAN 48 INCHES. 2. EXISTING A.C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL. 3. BASE MA TERI AL SHALL BE REPLACED TO DEPTH OF EXISTING BASE. A.C. MAY BE SUBSTITUTED FOR BASE MA TERI AL AT THE CITY ENGINEER'S DISCRETION. REV. APPROVED DATE CITY OF CARLSBAD .,.__....,.. ___ ...,. _______________________ ~ok....1--T, ~'"'', 2 10 TRENCH RESURFACING CITY ENGIN ER DATE ASPHALT CONCRETE PAVEMENT SUPPLEMENTAL FOR TRENCH WIDTHS GREATER THAN 48" STANDARD NO. GS-27 ! NOTES: 1. A TACK COAT OF ASPHALTIC EMULSION OR PAVING ASPHALT SHALL BE APPLIED TO EXISTING A.C. OR P.C.C. CONTACT SURFACES PRIOR TO RESURFACING PER SSPWC SECTION 302-5. 2. ASPHALT CONCRETE RESURFACING -BASE COURSE: a. MINIMUM TOTAL A.C. THICKNESS SHALL BE ONE INCH GREATER THAN EXISTING A.C. b. A.C. SHALL BE B-PG64-10 FOR BASE COURSE, PER SECTION 203-6 OF SSPWC. c. BASE COURSE SHALL BE LAID DOWN WITH SELF PROPELLED PAVING MACHINE AND AND COMPACTED PER SSPWC SECTION 302-5. 3. ASPHALT CONCRETE RESURFACING (FINISH COURSE): a. PROVIDE 2 INCH DEEP GRIND AND A.C. FINISH COURSE C2-PG64-10 PER SECTION 203-6 OF SSPWC. b. FINISH COURSE FOR RESURFACING SHALL BE LAID DOWN USING A SELF-PROPELLED PAVING MACHINE AND COMPACTED. c. SMOOTHNESS AND COMPACTION OF RESURFACING SHALL MEET THE REQUIREMENTS OF SEC 302-5 SSPWC EXCEPT THAT THE SMOOTHNESS SHALL BE DETERMINED OVER THE LENGTH AND WIDTH OF PAVED AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS. 4. SURFACE TREATMENT TO MATCH EXISTING PAVEMENT SURFACE (SLURRY, CHIP SEAL, ETC.) 5. SLOUGHING OF TRENCH UNDER PAVEMENT SHALL BE CAUSE FOR REQUIRING ADDITIONAL PAVEMENT AND BASE. . REV. APPROVED DATE CITY OF CARLSBAD ,..... ....... +--............ -..., ...... _______________ ... p.L.....+-1-lJc"~""' . ? 110 NOTES FOR ASPHALT CONCRETE CITY ENGINfER \] DATE TRENCH RESURFACING SUPPLEMENTAL GS 28 STANDARD NO. - Ci'.'. w > 0 u ::e :::J :::1: z ::E lO .., ITEM :r: I- Q. w 0 I u z w Ci'.'. I- a. (/) w!W -<{ CL OJ w z 0 N I u z w Ci'.'. I- w z 0 N w Q_ a: A \ \ \ \ \ \ \ \ \ \ \ \ N N ~ TOP OF PIPE TRENCH WIDTH -~ T TOP OF TRENCH VARIES AS ORIGINAL GROUND AND MATCH ADJACENT UNDISTURBED GROUND \ TOP OF BACKFILL TO BE SAME I I 1-- 1 ,. I I I MARKl;G T~PE/ I " W1DTH '" I PIPE I I I I I I I AXIMUM ALLOWABLE SLOPE OF EXCAVATION PER REQUIREMENTS OF CAL/OSHA BACKFILL TRENCH WlTH NATIVE EARTH BACKFILL OR IMPORTED MA TERI AL 90% RELATIVE COMPATION* BACKFILL PIPE BASE 0 SPRINGUNE,,:;" 0 AND PIPE ZONE WlTH IMPORTED SAND 90% RELATIVE COMPATION w Q_ a: lO BEDDING PIPE DIAMETER MIN. 1'' THROUGH 8" 6" 10" THROUGH 16" 8 18" THROUGH 24" 1 o·· 2T THROUGH 36 12" ----1----=:;,,;;;i:...::::.._-,.L..----l1L HAUNCHING A PIPE OD A TRENCH WlDTH IN PIPE ZONE LIMITED MAX. g" 12 18" 24' DESCRIPTION *IN PAVED AREA, TRENCH ZONE SHALL BE COMPACTED TO 95% MIN. NO SCALE SPEC DWG BEDDING AND BACKFILL MATERIAL SECT 0222.3 REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT TYPICAL TRENCH SECTION STANDARD DWG. NO. W-2 ENCLOSURE PER ~ APPROVED MATERIAL UST e@H!~3 SEE SIDE ®-- ~EW IQ THE I EEI ~ ~ '---7 T ©y ( I SIDEWALK I . . :F -L(4 i,;' • ..--· < l'c~ ':)')~ :{'.b/. Ir 6t'. ' ·" ·. : .. --~rr·· J -:Jll-·llt-11-.. -u. !] = "ilr=I ~ ~6·~1 6 '. jj] ? I ~ :, 11-[-" >-'--~ -[I Ir -...__--:· ~ -------------'t--lt--t11 ··,~ < :} . ,\ ' ... , ·: i u;:;:-® ~ ~ ...L ... ; ' • :--.-... ;,. ~ "#JI~ -~t;;=i I 90' ex FIP RFND I~ c, (r SILVER SOLDER) ..... z ~ @OR@ m ~ 1 ?~ -..... on• CxC RFND N N k7-:! .L --L !Lt--_ MIN. RI:~ lJ:? (2" SILVER SOLDER) ,~ ~ 2· MIN . CONNE:T TO z .... _____ ._ ... _______________ 30 LB. ZINC ANODE WITH ANODE LEAD WIRE PER STD. DWG. NO. 25 -o~~ NOTES: , OR 1. SEE SPECIFICATIONS FOR \JP® SOLDERING REQUIREMENTS. 4. ALL VALVES AND FITTINGS 2. SEE SPECIFICATIONS FOR SHALL BE SAME SIZE AS PAINTING REQUIREMENTS. AIR VENT INLET. 3. SEE IMPROVEMENT PLANS 5. POSITON ANODE MIDWAY BETWEEN FOR ASSEMBLY SIZE. PIPELINE AND VALVE BOX. ITEM DESCRIPTION SPEC/DWG ITEM DESCRIPTION SPEC/DWG 1 1'' COPPER, (TYPE 'K' , SOFT), 2" 14 2" COPPER ADA TER, COPPER COPPER SER. PIPE. (TYPE "K" SOFT' SOLDER JOINT x MALE IPT, 2 OUTLET ON PVC PRESSURE PIPE W-8 0-300 PSI 3 OUTLET ON AC PIPE W-8 15 2" FLARED TUBE STR CPLG, 4 OUTLET ON CML&C STEEL PIPE W-9 COPPER x MALE IPT 0-150 PSI 5 OUTLET ON DUCTILE IRON PIPE W-9 16 CONCRETE ANCHOR BLOCK 6 1" OR 2" ANGLE METER STOP WITH 2 CUBIC FEET 7 METER BOX & COVER 17 2" CL 125 CAST BRONZE go· (TRAFFIC AREA) ELBOW WITH FEMALE IPT 8 METER BOX & COVER 18 2" BRASS PIPE, REGULAR WALL (NONTRAFFIC AREA) WITH MALE IPT q 1" OR 2" HEAVY DUTY 19 30"x30"x6' CONCRETE PAD COMBINATION AIR RELEASE. 20 2' COMB. AIR RELEASE AND 10 1" OR 2" BRASS STREET "L" VACUUM VALVE, FEMALE IPT 11 1 OR 2 X 6 BRASS NIPPLE 21 AVE ASSEMBLY ENCLOSURE 12 1" OR r SCHEDULE 40 PVC 13 BRASS METER COMPANION FLANGE. 22 1" OR 2" METER STOP (BRASS NUTS AND BOLTS ON 2") ?.-.; ?" BRONZE BA I VAl VF REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT R-~tT.}:J -~ ~ ABOVE SURFACE I & 2" AIR-VACUUM VALVE CITY ENGINE~ ' DATE ASSEMBLY & APPURTENANCE STANDARD DWG. NO. W-7 A ~· I ~--® ' /. ' \ I SECTION A-A B_..,... l RISER SHALL NO REST ON BONNET OF VALVE. (2" MIN. CLEARANCE). B-11111 B...,.... 24" DIA. ~--® ' I SECTION B-B lO DOMESTIC WATER RECLAIMED WATER NOTES: 1. IN NON-ROAD AREAS PLACE MARKER POST NEXT TO VALVE BOX ASSEMBLY AS DIRECTED BY THE ENGINEER. ( SEE DRAWING NO. 23 ). 2. ALL BURIED NUTS AND SOL TS SHALL BE WAX TAPE COATED PER SPEC. 09902 ITEM 3. SEE DRAWING NO. 23 FOR GATE VALVE EXTENSlON. 4. UPPER SIDE OF LID TO RECIEVE 2 COATS OF PAINT. SEE SPECIFICA TlONS FOR PAINTING REQUIREMENTS, ( PAGE 4 ). DESCRIPTION SPEC DWG VAL. BOX & COVER WITH NON-SKID C.I. COVER AND LIFT HOLE, MARKED "WATER". 2 3 4 5 6 REV. VAL. BOX & COVER FOR NORMALLY CLOSED VALVE. VAL. BOX & COVER MARKED 'RECYCLED WATER". 8" C9OO PVC OR ASPHALT COATED WELL CASING. CONCRETE COLLAR IDENTIFY CONC. BY CLASS 560-C-3250 APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT VALVE BOX ASSEMBLY STANDARD OWG. NO. W-13 FITTING OR COUPLING. CAP. 39" MAX. G) 1 (RIGID PIPE) -~L--i1fl1 .,,--.•.• -. · .. 1EI -v=n-,--==--i=f==_==_==-:==5t.·. •.~ 'J -q -~--,<-. . ~trr' END CAP BLOCK '-~ ---H VERTICAL BEND. // fi=111 /4·,221 /2*, 45*,50',60°. 6" ' MIN;II 1 .II ..... ' <I ,.. ..._ ... . ~ : .-4 I FITTING O.D . NO. 4 BAR (2 EA TYP.) • ,. I --r ~-· . -_ .. ·~ ....... + ,...r-.~-... ... .... "". L" ,1·. r ... . .4 .... . . -·-11 § I ~II ~I I El ll~JT!f-' - TEE (SIDE VIEW). 3. CONCRETE SHALL BE 6 SACK, (3250 P.S.I.), NOTES: A MIN. 3 DAY CURING TIME BEFORE 6. ALL BURIED NUTS AND BOLTS SHALL BE HYDROSTATIC TEST. WAX TAPE COATED PER SECT. 09902 1. FITTINGS SHALL BE DUCTILE IRON FOR D.I.P. & P.V.C.; CAST IRON FOR A.C.P. {CEMENT LINED SHORT BODY). 2. FOR A.G. PIPE, A MIN. 3' -3~ TO A 6' -6" MAX. LENGTH INTO AND OUT OF ALL FITTINGS. 4. SEE DWG'S. NO. 17 & 18 FOR REDUCER, PLUG, & BUTTERFLY VAL VE THRUST BLOCKS. 5. ENGINEER TO PROVIDE CAL CU LA TIONS FOR THRUST/ANCHOR BLOCK SIZE. ITEM DESCRIPTION 1 CONCRETE THRUST BLOCK. 560-C-3250 2 POLYETHYLENE ENCASEMEN~ 3 NO. 4 REINFORCING STEEL. 4 VALVE BOX ASSEMBLY. 5 Fl X RT OR FL X MJ GATE VALVE. SPEC DWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT ~~~~~~~~~~~~---~----~=~~~~r~~ CONCRETE THRUST BLOCKS CITY £NGIN R DATE FOR NON-RESTRAINED JOINTS STANDARD DWG. NO. W-15 40 I I I ,,,,~. ,., .-,..,,,.· 'TT .. I / I I I I ta II '+++· I ""~' ,.,,, -,.,_.....,... < /r-,_ • I -' J , ' ,_ 30 -,...., <I) <I) LL.. I ~ I J ,-, C'"" I , I .._ , ~, j ... ., J --, r "" .... I , l l' ,_ I J , <I) I... 0 :::, (./) -~ j ... ,, , .m J 1111 I: II J ,~ , ' , , ' , Ii ..... I ,, , ....,, 'J ~ ' ' L/ u 0 CD -,...., 20 (/') :::, I I -, ,. ' . '' , I ' " , , I ,, I... ..c: f- '+-0 0 <I) I... -<: C ·c 0 (J) CD 10 0 4 NOTES: I l',J' , .., J I II I/ , jJ IIF , , .. .... -~ I , II J , IJ ,, , , If ,,, , ,.. ,,, -"' ., ... "' ., -, .. --- 6 J .. ' ,, , j i\ " ,. I' , , I<' If J IJ "' ~i, -If IF !I ~ , .~ ,, ,, ,r I\ J ~ ,r ,,, ,1m-"'" " 00 _.. V rr I ,.. '/ I ... \j ' ii ~~ . {'\\ ... .... -..... ""' I I I I I I I I I I I I I I I I 8 10 12 Pipe Diameter 1n Inches 1. BASED ON 225 PSl TEST PRESSURE AND BEARING VALUES OF DRY SOILS. / 2. VALUES FROM CUR\ltS ARE FOR TEES AND DEADENDS, I.[ ; STRAIGHT LINE THRUST. FOR 90' BEND: 1.4 VALUE FROM CUR\lt. FOR 45· BEND: 0.8 VALUE FROM CUR\lt. FOR 22 1/2' BEND: 0.4 VALUE FROM CUR\lt. ,~ lo' 3. FOR CONDITlONS NOT COVERED BY CUR\ltS, SPECIAL THRUST WALLS, THRUST BLOCKS AND ANCHORS MUST BE CALCULATED AND APPR0\1£D. REV. APPROVED DAT "' lF ., .. ~ ".J fffl¥w~ 14 16 AB ABBC ABII Abn ABS Abut AC AC+ ACB ACC ACP Adj AOL ADT AFES Ahd AIC Alt All Amend AP APC Approx APS APU ARS ARV AS ASP ASRP Any ATPB ATPII Auto Aux AVB Ave Avg B & B BAGR Batt BB BIB BIB/Pl B-B BBS BC BCR Beg BFII Bit Ctd Bk Bkf Bldg Blk BLII Blvd BIi -Bat A AGGREGATE BASE ASBESTOS BONDED BITUMINOUS COATED AIR-BLOWN MORTAR ABANDON ACRYLONI TR I LE -BUT AD JENE -STYRENE ABUTMENT ASPHALT CONCRETE UNGROUNDED CONDUCTOR ASPHALT CONCRETE BASE ARMOR-CLAD CONDUCTORS ASBESTOS CEMENT PIPE ADJUST, ADJUSTABLE, ADJACENT ADDED DEAD LOAD AVERAGE DAILY TRAFFIC ALTERNATIVE FLARED END SECTION AHEAD AUXILIARY IRRIGATION CONTROLLER ALTERNATE, ALTERNATIVE TIME FROM MIDNIGHT TO NOON AMENDMENT ALTERNATIVE PIPE ALTERNATIVE PIPE CULVERT APPROXIMATE ACCESSIBLE PEDESTRIAN SIGNAL ALTERNATIVE PIPE UNOERORAIN ACCELERATION RESPONSE SPECTRUM AIR RELEASE VALVE AGGREGATE SUBBASE ALTERNATIVE SLOTTED PIPE ALUMINUM SPIRAL RIB PIPE ASSEMBLY ASPHALT TREATED PERMEABLE BASE ASPHALT TREATED PERMEABLE MATERIAL AUTOMATIC AUXILIARY ATMOSPHERIC VACUUM BREAKER AVENUE AVERAGE _B_ BALLED AND BURLAPPED BRIDGE APPROACH GUARD RAILING BATTERY BEGINNING OF BRIDGE BRASS/BRONZE BRASS/BRONZE/PLASTIC BACK-TO-BACK BATTERY BACKUP SYSTEM BEGIN HORIZONTAL CURVE, BOLT CIRCLE BEGIN CURB RETURN BEGIN BONDED FIBER MATRIX BITUMINOUS COATED BACK BACKFILL BUILDING BLACK BRIDGE-LOG MILE BOULEVARD BENCH MARK BEST MANAGEMENT PRACTICE BOTTOM BP BPA BPB BPE B/PI Br Brg BTU BY eve BW CAA CAP CAPA CARY CAS CB CBW c-c CCA CCTV CEC CG CHOPE Chnl Cl CIDH CIP CIPCP CISS CJP Ckt CL CL-6 Cl Cir CII CIIP CIIS CNC Cntl Co Col Comm Cone Conn Conat Cont Coord CP CB continued BOOSTER PUMP, BYPASS BACKFLOW PREVENTER ASSEMBLY BICYCLE PUSH BUTTON BACKFLOW PREVENTER ENCLOSURE BRASS/PLASTIC BRIDGE BEARING BRITISH THERMAL UNIT BALL VALVE BEGIN VERTICAL CURVE BARBED WIRE _C_ CONDUIT, CHANNEL (STRUCTURAL STEEL SHAPE) CABLE ANCHOR ASSEMBLY CORRUGATED ALUMINUM PIPE CORRUGATED ALUMINUM PIPE ARCH COMBINATION AIR RELEASE VALVE CONSTRUCTION AREA SIGN CONCRETE BARRIER, CIRCUIT BREAKER, COUPLING BAND, COMPOST BERM CONCRETE BLOCK WALL CENTER TO CENTER CAM COUPLER ASSEMBLY CLOSED CIRCUIT TELEVISION CONTROLLER ENCLOSURE CABINET CENTER OF GRAVITY CORRUGATED HIGH DENSITY POLYETHYLENE CHANNEL CAST IRON CAST-IN-DRILLED-HOLE CAST-IN-PLACE, CAST IRON PIPE CAST IN PLACE CONCRETE PIPE CAST-IN-STEEL-SHELL COMPLETE JOINT PENETRATION CIRCUIT CHAIN LINK CHAIN LINK FENCE (6 FT) CLASS CLEAR, CLEARANCE CENTER MARGIN LIGHT CORRUGATED METAL PIPE CHANGEABLE MESSAGE SIGN CONTROL ANO NEUTRAL CONDUCTORS CONTROL COUNTY COLUMN COMMUNICATION CONCRETE CONNECTOR CONSTRUCT, CONSTRUCTION CONTINUOUS COORDINATE CANDLEPOWER, CATCH POINT, COPPER PIPE Cr CRCP CRSP cs CSP CSPA CST Ct CTB CTIO CTPB CTPII Ctns Culv CV D Obi DD Deg Del Oet OF OG DHV DI Olo Olaph DIP Diet OIT DLC DIIBB ON Dr DTBB OVA Owy E Eoae EB EC ECR ECTC ED EDC EOO EDY Elec Elect Elev ( C continued CREEK CONTINUOUSLY REINFORCED CONCRETE PAVEMENT CONCRETED ROCK SLOPE PROTECTION COMPOST SOCK CORRUGATED STEEL PIPE CORRUGATED STEEL PIPE ARCH CENTER STRIP COURT CEMENT TREATED BASE CAL TRANS IDENTIFICATION CEMENT TREATED PERMEABLE BASE CEMENT TREATED PERMEABLE MATERIAL CENTERS CULVERT CHECK VALVE Q DEPTH, DIRECTION (IN PERCENT) OF HEAVIER TRAFFIC FLOW DOUBLE DOWNDRAIN DEGREE DELINEATOR DETAIL, DETOUR DOUGLAS FIR DECOMPOSED GRANITE DESIGN HOURLY VOLUME DRAINAGE INLET, DROP INLET DIAMETER DIAPHRAGM DUCTILE IRON PIPE DISTANCE, DISTRICT DRIP IRRIGATION TUBING LOOP DETECTOR LEAD-IN CABLE DOUBLE METAL BEAM BARRIER DIAMETER NOMINAL DRIVE DOUBLE THRIE BEAM BARRIER DRIP VALVE ASSEMBLY DRIVEWAY EAST EASEMENT E ENO OF BRIDGE, EASTBOUND END HORIZONTAL CURVE, EROSION CONTROL END CURB RETURN EROSION CONTROL TECHNOLOGY COUNCIL EDGE DRAIN EDGE DRAIN CLEANOUT EDGE DRAIN OUTLET EDGE DRAIN VENT ELECTROLIER ELECTRIC, ELECTRICAL ELEVATION Ell Emb EIIS Encl Engr EOO EP Eq ERS ES ESA ESAL EST Eatb ETW EVC EVUC EVUD EW Exe Exlat Exp Exp Jt Ext Exwy F & C F & G FB FBCA FBS FCV Fdn FEBT Fert FES FF FG FH Fig FIPT FIS FL FNBT FO FOB FOC F/P FR Fr Rd FS FSBT FSC Ftg FY FWBT Fwy ( E cont i nu-ed ELBOW EMBANKMENT EXTINGUISHABLE MESSAGE SIGN ENCLOSURE ENGINEER EDGE OF DECK EDGE OF PAVEMENT EQUATION EARTH RETAINING STRUCTURE EDGE OF SHOULDER ENVIRONMENTALLY SENSITIVE AREA EQUIVALENT SINGLE AXLE LOADS END STRIP ESTABLISHMENT EDGE OF TRAVELED WAY END VERTICAL CURVE EMERGENCY VEHICLE UNIT CABLE EMERGENCY VEHICLE UNIT DETECTOR ENDWALL EXCAVATION EXISTING EXPANSION EXPANSION JOINT EXTERIOR EXPRESSWAY E FILL, FULL CIRCLE FRAME ANO COVER FRAME ANO GRATE FLOOR BEAM, FLASHING BEACON FLASHING BEACON CONTROL ASSEMBLY FLASHING BEACON WITH SLIP BASE FLOW CONTROL VALVE FOUNDATION FACING EASTBOUND TRAFFIC FERTILIZER FLARED END SECTION FILTER FABRIC FINISH GRADE FIRE HYDRANT, FLEXIBLE HOSE FIGURE FEMALE IRON PIPE THREAD FERTILIZER INJECTOR SYSTEM FLOW LINE FACING NORTHBOUND TRAFFIC FIBER OPTIC FREE ON BOARD FACE OF CONCRETE FULL/PART CIRCLE FIBER ROLL FRONT AGE ROAD FAR SIDE, FINISHED SURF ACE, FLOW SENSOR FACING SOUTHBOUND TRAFFIC FLOW SENSOR CABLE FOOTING FLUSH VALVE FACING WESTBOUND TRAFFIC FREEWAY o,srl cour-.n I Ro1.,-E. ~1-i.~_ 'ilGI S IE.RED CI V: L ENG I ~CER GENERAL BYLES; 1. Words ore preferred over abbreviations and acronyms. 2. Use words In notes, except where space Is limited on the pion sheet. 3. Do not use abbrevioTlons or acronyms where the meaning may be In doubt. 4. Abbreviations and acronyms may be used In cal louts, dimensions, and tables. 5. Use upper and lower case letters for abbreviation of a single word. e.g., Misc = mlscel laneous and BI t Ctd = b I tum i nous coated 6. Use al I upper case letters for acronyms. e.g., BCR = begin curb return UNITS Of MEASYBEMENJ; 1. See Tables A, B and C on Standard Plan A3C. 2. Units of measurement are not part of abbreviations and acronyms. The above abbreviation and acronym general rules do not apply. .s:£MBQLS.; 1. See Table D on Standard Plan A3C • SLOPES FLARES ANQ JAPEBS; 1. Side slopes: X:Y -horlzontal:vertical 2. F I ares and tapers: X:Y -longltudinal:lateral STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ABBREVIATIONS <SHEET 1 OF 3) A3A N 0 ~ CTI en -I )> z C )> :x, C 'ti r )> z )> (.) )> J g Ga Galv GARV GARVA GB GFCI GIi GP GPH GPII GR Gm GSP Gtr GV HAR h, hr HD HOPE hdwl Hex Hex Hd HIIA Horlz HOV HP HPL HPS HS HSS HW HWM Hwy IB IC ICC ID IF IFS IISNS Int Inv IPS IPT Irr ISL Jct JP JPCP JS Jt _g_ GROOVE, EQUIPMENT GROUNDING CONDUCTOR ACCELERATION DUE TO GRAVITY GAUGE GALVANIZED GARDEN VALVE GARDEN VALVE ASSEMBLY GROUND BUS GROUND FAULT CIRCUIT INTERRUPTER GRAVEL MULCH GRAD I NG PLANE GALLONS PER HOUR GALLONS PER MINUTE GUARD RAILING GREEN GALVANIZED STEEL PIPE GUTTER GATE VALVE H HEIGHT I HALF CIRCLE HIGHWAY ADVISORY RADIO HOUR HORIZONTAL DRAIN HIGH DENSITY POLYETHYLENE HEADWALL HEXAGONAL HEXAGONAL HEAD HOT MIX ASPHALT HORIZONTAL HIGH OCCUPANCY VEHICLE HINGE POINT, HORSEPOWER HIGH PRESSURE LINE HIGH PERFORMANCE STEEL, HIGH PRESSURE SODIUM HIGH STRENGTH HOLLOW STRUCTURAL SECTION HEADWALL, HIGH WATER HIGH WATER MARK HIGHWAY IMPORTED BORROW IRRIGATION CONTROLLER IRRIGATION CONTROLLER(S) IN CONTROLLER ENCLOSURE CABINET INSIDE DIAMETER INSIDE FACE IRRIGATION FILTRATION SYSTEM INTERNALLY ILLUMINATED STREET NAME INTERIOR INVERT IRON PIPE SIZE IRON PIPE THREAD IRRIGATION INDUCTION SIGN LIGHTING _..J_ JUNCTION JOINT POLE JOINTED PLAIN CONCRETE PAVEMENT JUNCTION STRUCTURE JOINT Lat LCB LED LIIA Ln Loe LOL Long Longlt LPS LS Lt Ltg Lum K I..._ LENGTH, ANGLE (STRUCTURAL STEEL SHAPE) LATITUDE LEAN CONCRETE BASE LIGHT EMITTING DIODE LUMINAIRE MAST ARM LANE LOCATION LAYOUT LINE LONGITUDE LONGITUDINAL LOW PRESSURE SODIUM LUMP SUM LEFT LIGHTING LUMINAIRE 1,1 METERED MAINTENANCE MAST ARM MOUNTING SIDE ATTACHMENT MAST ARM MOUNTING TOP ATTACHMENT MAXIMUM METAL BEAM METAL BEAM BARRIER METAL BEAM GUARD RAILING MANUAL BYPASS SWITCH MANUAL CONTROL VALVE MEDIAN MIDWEST GUARDRAIL SYSTEM MANHOLE MASTER IRRIGATION CONTROLLER MINIMUM MALE IRON PIPE THREAO MISCELLANEOUS M llalnt IIAS IIAT Max 1111 IIBB IIBGR MBPS IICV lled IIGS 11H IIIC llln IIIPT lllac lllac llkr 11/11 llcd I & S MISCELLANEOUS IRON AND STEEL llon 11P IIPGR 1111 IISE llt lltg SIGN :I IIVDS IIVP MARKER MULTIPLE TO MULTIPLE TRANSFORMER MODIFIED, MODIFY MONUMENT METAL PLATE METAL PLATE GUARD RAILING MOVEMENT RATING MECHANICALLY STABILIZED EMBANKMENT MOUNTAIN, MOUNT MOUNTING MATERIAL MERCURY VAPOR LIGHTING FIXTURE MICROWAVE VEHICLE DETECTION SYSTEM MAINTENANCE VEHICLE PULLOUT N N NORTH, NEUTRAL (GROUNDED CONDUCTOR) NB NORTHBOUND, NEUTRAL BUS NC NORMALLY CLOSE NCN NL NO Ne. Nca. NPS NPT NS NTS Oblr oc 0/C OD OF 0G OGAC OGFC OH OHWM OL 0-0 Opp OSD p PAP PB PBA PC PCC PCIIS PCP PCVC PE PEC Ped Ped OC Ped UC Perm lltl PELI PG Pl PJP Pkt Pkwy C N cont I nued NO COMMON NAME NOZZLE LINE NORMALLY OPEN NUMBER (MUST HAVE PERIOD) NUMBERS (MUST HAVE PERIOD) NOMINAL PIPE SIZE NATIONAL PIPE THREAD NEAR SIDE NOT TO SCALE 0 OBLITERATE OVERCROSSING ON CENTER OUTSIDE OIAMETER OUTSIDE FACE ORIGINAL GROUNO OPEN GRADED ASPHALT CONCRETE OPEN GRADED FRICTION COURSE OVERHEAD ORDINARY HIGH WATER MARK OVERLAP OUT TO OUT OPPOSITE OVERSIDE DRAIN PAGE, PITCH, p_ PART CIRCLE, NUMBER OF POLES FOR A CIRCUIT BREAKER PERFORATED ALUMINUM PIPE PULL BOX PUSH BUTTON ASSEMBLY POINT OF CURVATURE, PRECAST POINT OF COMPOUND CURVE, PORTLAND CEMENT CONCRETE PORTABLE CHANGEABLE MESSAGE SIGN PERFORATED CONCRETE PIPE, PRESTRESSED CONCRETE PIPE POINT OF COMPOUND VERTICAL CURVE POLYETHYLENE PERMIT TO ENTER AND CONSTRUCT, PHOTOELECTRIC CONTROL PEDESTRIAN PEDESTRIAN OVERCROSSING PEDESTRIAN UNDERCROSSING PERMEABLE MATERIAL PHOTOELECTRIC UNIT PROFILE GRADE POINT OF INTERSECTION PARTIAL JOINT PENETRATION PACKET PARKWAY PL Pl P/L PLS Pit Pit Eotb PII PN POC POT POVC pp PPL PPP PR PRC PRF PRLV PRY PRVC PS&E PS PIS PSP PT PTR PVC Pvmt Q QCV Qty R R & D R & S R/C RCA RCB RCP RCPA RCV RCVII RCVIIF RCVP RCW Rd Rdwy RE RECP Relnf C P continued PLATE PLASTIC PROPERTY LINE PURE LIVE SEED PLANT, PLANTING PLANT ESTABLISHMENT POST MILE, TIME FROM NOON TO MIDNIGHT PAVING NOTCH POINT OF HORIZONTAL CURVE POINT OF TANGENT POINT OF VERTICAL CURVE PIPE PILE, PLASTIC PIPE, POWER POLE PREFORMED PERMEABLE LINER PERFORATED PLASTIC PIPE PRESSURE RATED POINT OF REVERSE CURVE PAVEMENT REINFORCING FABRIC PRESSURE RELIEF VALVE PRESSURE REGULATING VALVE POINT OF REVERSE VERTICAL CURVE PLANS, SPECIFICATIONS AND ESTIMATES PRE STRESSED PRE STRESSED PERFORATED STEEL PIPE POINT OF TANGENCY, CONDUIT WITH PULL TAPE POWER TRANSFER RELAY POLYVINYL CHLORIDE PAVEMENT a QUARTER CIRCLE QUICK COUPLING VALVE QUANTITY R RADIUS REMOVE AND DISPOSE REMOVE AND SALVAGE RATE OF CHANGE REINFORCED CONCRETE ARCH REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ARCH REMOTE CONTROL VALVE REMOTE CONTROL VALVE (MASTER) REMOTE CONTROL VALVE (MASTER) W/FLOW SENSOR REMOTE CONTROL VALVE W/PRESSURE REGULATOR RECYCLED WATER ROAD ROADWAY RELOCATED EQUIPMENT ROLLED EROSION CONTROL PRODUCT REINFORCED, REINFORCEMENT, REINFORCING STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ABBREVIAT~ONS (SHEET 2 OF 3) A3B "' I\) 0 ... (11 u, -I )>! z C )> :x, C 'ti r-)> z )> c.> Ill ,------( R continued ) ( S continued ) Rel RELOCATE Sq SQUARE UC Repl REPLACEMENT ss SLOPE STAKE uo Req REQUIRED SSBM STRAP AND SADDLE BRACKET METHOD UG Ret RETAINING SSD STRUCTURAL SECTION DRAIN UON Rev REVISED, SSPA STRUCTURAL STEEL PLATE ARCH UP REVISION SSPP STRUCTURAL STEEL PLATE PIPE UPS RHMA RUBBERIZED HOT MIX ASPHALT SSPPA STRUCTURAL STEEL PLATE PIPE ARCH UPSC RICS REMOTE IRRIGATION CONTROL SYSTEM SSRP STEEL SPIRAL RIB PIPE UPSM Riv RIVER SST SIDE STRIP RII ROAD-MIXED, St STREET RAMP METERING Sta STATION RP RADIUS POINT, STBB SINGLE THRIE BEAM BARRIER V REFERENCE POINT Std STANDARD RR RAILROAD Str STRUCTURE Var RSP ROCK SLOPE PROTECTION, SUrf SURFACING REVISED STANDARD PLAN SW SIDEWALK, vc Rt RIGHT SOUND WALL VCP Rte ROUTE Swr SEWER Veh RW REDWOOD, Sym SYMMETRICAL Vert RETAINING WALL s~s SURF ACE 4 SIDES Via R/W RIGHT OF WAY VIVDS RWIS ROADSIDE WEATHER INFORMATION SYSTEM ( T ) Rwy RAILWAY Vol T SEMI-TANGENT, ( s ) THIRD CIRCLE, THREAD, s SOUTH, TRUCK TRAFFIC VOLUME (IN PERCENT) w SLIP, OF DESIGN HOURLY VOLUME SUPPLEMENT Tan TANGENT W/ SAE STRUCTURE APPROACH EMBANKMENT TB TERMINAL BOARD W/0 5alv SALVAGE TBB THRIE BEAM BARRIER WB vJ SAPP STRUCTURAL ALUMINUM PLATE PIPE Tbr TIMBER WH SB SOUTHBOUND, Tall TOP AND BOTTOM Wht SLIP BASE TCB TRAFF IC CONTROL BOX WIii SC SAND CUSHION TCE TEMPORARY CONSTRUCTION EASEMENT WM S/C SAW CUT LINE TDC TELEPHONE DEMARCATION CABINET Sch SCHEDULE Temp TEMPORARY, WS SCSP SLOTTED CORRUGATED STEEL PIPE TEMPERATURE, SD STORM DRAIN TEMPERED WSA sec SECOND, TG TOP OF GRADE WSP SECTION Tl TRAFF IC INDEX wt Sep SEPARATION TLS TRUCK LOADING STANO PIPE WV SG SUBGRADE TIIS TRAFFIC MONITORING STATION WW Shld SHOULDER TOS TRAFF IC OPERATIONS SYSTEM WWLOL Sht SHEET Tot TOTAL WWII SIC SIGNAL INTERCONNECT CABLE TP TELEPHONE POLE Sig SIGNAL TPB TREATED PERMEABLE BASE Sim SIMILAR TPII TREATED PERMEABLE MATERIAL SM SELECTED MATERIAL Ta THREE-QUARTER CIRCLE Xfmr 511A SIGNAL MAST ARM Trone TRANSITION X sec SNS STREET NAME SIGN TRII TURF REINFORCEMENT MAT Xlng SP STAND PIPE, TS TRANSVERSE, SERVICE POINT TRAFFIC SIGNAL, Spec SPECIAL, TUBULAR STEEL SPECIFICATION(S) TT TWO-THIRDS CIRCLE Yr SPP SLOTTED PLASTIC PIPE TWSA TREE WELL SPRINKLER ASSEMBLY Yre Typ TYPICAL ( u ) UNDERCROSSING UNDERDRAIN UNDERGROUND UNLESS OTHERWISE NOTED UNDERPASS UNINTERRUPTIBLE POWER SUPPLY UNINTERRUPTIBLE POWER SUPPLY CONTROLLER UPS MODE ( V ) UNITS Of MEASUREMENT: VALVE, Some of The units used In the project pion DESIGN SPEED quantity tables and in the Bid Item List are: VARIABLE, TABLE A VARIES UNIT DEFINITION VERTICAL CURVE ~ __ ACRE ACRE VITRIFIED CLAY PIPE CF CUBIC FOOT VEHICLE CY CUBIC YARD __ VERTICAL EA EACH VIADUCT GAL GALLON VIDEO IMAGE VEHICLE LB POUND DETECTION SYSTEM LF -----LXNEAR FOOT VOLUME ~i:Nli1 LANE MILE --------LS LUMP SUM ~SQFT SQUARE FOOT ( w ) SQYD SQUARE YARD --WEST, STA 1 00 FEET 2,000 POUNDS WIDTH TON WITH WITHOUT WESTBOUND WEEP HOLE WHITE Some of The units used In the plans other than in the project plan quantity tables are: WEIGH-IN-MOTION TABLE B WIRE MESH, WATER METER UNIT DEFINITION WATER SURFACE, kal KIPS PER SQUARE INCH WYE STRAINER kaf KIPS PER SQUARE FOOT WYE STRAINER ASSEMBLY ~,----POUNDS PER SQUARE INCH WELDED STEEL PIPE ~paf POUNDS PER SQUARE FOOT ·-WEIGHT ~fb/1t• pcf POUNDS PER CUBIC FOOT--WATER VALVE taf TONS PER SQUARE FOOT WINGWALL mph, MPH * MILES PER HOUR WINGWALL LAYOUT LINE WELDED WIRE MESH oz OUNCE lb POUND ( X ) ~lp 1 , 000 POUNDS col CALORIE TRANSFORMER ft FOOT OR FEET -----CROSS SECTION gol GALLON CROSSING * For use on a sign panel only ( y ) YEAR YEARS ( z ) D1s·i-i COUNTY i ROJTE I TO~~~\.,~b=~~T 1s~EOE,TISTHr[\\ 7-~T I ! , o$.,,i~ a_ fiEGISTEREDClvl_c.NCl"EER ~ ,c 0 :;;"' 11.t.:f.11111 aj.'2. OCtober 301 2015 ~ _t,: e49114 _J ~ j PLANS APPROVAL DAT[ "' •---!,} t-:S0-11 !;;:;',;;i;~ OF UOWRN-' Mm ,man, ~~ • :!IL~ 0, :l:,~L~~p!,~L!. GF x:i~LI s~4,~-c~,~ Some of the units used ln the Electrical plans are: TABLE C UNIT DEFINITION A AMPERE bps BITS PER SECOND Bpe BYTES PER SECOND FC FOOT-CANDLE Hz HERTZ k * KILO kV KILOVOLT --kVA KILOVOLT-AMPERE ---kW KILOWATT ----II * MEGA --·----m * MILLI mA MILLIAMPERE ~----MINUTE p * PICO --s SECOND V VOLT VA VOLT-AMPERE v1 ... , VOLT (DIRECT CURRENT) -Vtaol VOLT (ALTERNATING CURRENT) w WATT 0 OHM ,. * MICRO * Prefix to a unit s:i:MaOL,S,; Commonly used symbols for U.S. customary units TABLED SYMBOL DEFINITION • AT ~-CENTERLINE ·-" NOMINAL DIAMETER, DIAMETER, PHASE t PL:frE ----l STA T!ONLINE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ABBREVIATIONS <SHEET 3 OF 3) I A3C II Ii N 0 ... I• CJI 11 u, -I > z C > :ti C ' : .,, r > z I• Ii > c.., 0 Ii ·--- R/W R/W 11. @ 2017 Ca!TfOr/110 Department of Transportation Al I Rights Reserved WIRES --LINE POST "l<)LlE 611 OR AS SPECIF !ED OR SHOWN ON DETAIL PLANS (SEE NOTE 5) ,.._ 6" OR AS SPECIFIED OR SHOWN ON DETAIL PLANS --LINE POST OTHER HIGHWAYS HIGHWAY (SEE NOTE 5) (L~ ,u-u MOX t= ,u -u MOX ~~ '-DEPTH "L" PER TYPICAL MEMBER DIMENSIONS TABLE FREEWAYS FOOTING W!O MEMBER DIME LESS THAN 3 SECTION OF -LINE POST TRUSS RODS TO ACCOMPANY PLANS DATED-----FENCE LOCATION CHAIN LINK FENCE ON SHARP BREAK BRACED LINE POST C-TENSION WIRES STRETCHER BAR ' .<':-LINE POST ~\ -= LINE POST ,~, ·, ') +--DEPTH "L" PER 1111< ,: ' _J_ 6YtJ2~to~fMfftLE LINE POST INSTALLATION Braced line post at intervals not exceeding 1000' WITH 8'-0" Max GATE PANEL GATE VERTICAL STAY TURNBUCKLE OR TRUSS TIGHTENERS, Typ ~LATCH POST J_j_~ LENGTH AS SPECIF [ED 10'-o" Max j ,i DEPTH "L" PER __) TYPICAL MEMBER DIMENSIONS TABLE FENCE HEIGHT (Mox) SLATTED 5'-o" NO 6'-0" NO B'-0" NO 10'-0" NO 5'-0" YES 6'-0" YES 8'-0" YES GATE POST ROUND PIPE B (in) L (ft) ROUND ti1E.~Grt) SECTION OD PIPE 12u 2'-6" 3 Std 3.50" 7.5B 12" 2'-6" 3 Std 3.50" 7 .5B 12" 3'-0" 3 Std 3.50" 7.5B 14" 3'-6" 3 Std 3.50" 7.58 12" 3'-0" 31/, Std 4,00" 9.12 14" 3'-6" 4 Std 4.50" 10.60 18" 3'-6" 5 Std 5.56' 14.60 CHAIN LINK GATE INSTALLATION 10'-0'1 YES 20" 4'-0" 6 Std 6.63" 19.00 Above post dimensions ond weights ore minimums. ENO ANO CORNER b~nHA~c·~~i~y TYPICAL MEMBER DIMENSIONS TABLE ~I ''" ~' 1 -DEPTH "L" PER TYPICAL MEMBER CONCRETE __J DIMENSIONS TABLE 1o'~Ud_FOOT!NG WIDTH "B" PER TYPICAL MEMBER DIMENSIONS TABLE AND NOT LESS THAN CORNER POST ~R6~~EMfib~u~F pos, WITH MINIMUM OF B' ~ 1 • fg: :~~61fria1rc,enl.j~~tgt~0~~ ~k~~1~~ p~tfda~~s;~Qg~dsfie°sce~a§0~f1J1~~ ~b~7i approval. 2. Sections shown in the tables must also comply with the strength requlrements and other provisions of the SpeciflcoTfons. 3. OTher sections which comply wHh The sTrength requirements and other provisions of the Specifications may be used upon approval. 4. Options exercised shall be uniform on any one project. 5. g;~)J:Je tgff:e-f +~· g: 6"+o1~~:~t zb9~§t\~~i'. measured ot right ongles to R/W I ines. Taper To 6. See Revised Standard Plan RSP A858 for Broce, S-tre'tcher Bar, and Truss Tightener Details. FENCE HEIGHT (Mox) SLATTED B (ln) L (ft) 5'-0" NO 8" 2'-6" 6'-0" NO 10" 2'-6" 8'-0" NO 12" 3'-0" 10'-o" NO 14" 3'-6" 5'-0" YES 12'1 3'-0" 6'-0" YES 14° 3'-0" 8'-0" YES 18" 3'-6" 10'-0" YES 20" 4'-0" ~~~f~Cm s it~le w1~tie i ~sz~. _ug.~n approva i. TYPICAL MEMBER DIMENSIONS (See Notes) ROUND PIPE ROUND SECTION OD PIPE 1½ Std 1.90" 2 Std 2.38" 21/i Std 2.68" 3 Std 3.50" 3½ Std 4.QQH 4 Std 4.5011 5 Std 5.56" 6 STd 6.63" LINE POSTS ROLL FORMED WEIGHT !iii n (lb/ft) WEIGHT SECTION (lb/ft) 2. 72 1 .875" X 1.625" 1.85 3.66 1 .87S" X 1.625" 2.40 5.BO 3.250" X 2.500'' 4.50 7.5B 3.250" X 2,500" 4.50 9.12 NIA -10.80 NIA -14.60 NIA 19.00 NIA BRACES ROUND PIPE ROLL FORMED ROUND WEIGHT !iii SECTION OD PIPE (lb/ft) SECTION 11/," Std 1.90" 2. 72 1.625" X 1,250" 2 Std 2,3B" 3.66 1.625° X 1.250" 2 Std 2.3B" 3.66 1.625" X 1,25011 21/, Std 2.88" 5.80 1.625° X 1,250" 2 Std 2,38" 3.66 NIA 2 Std 2.38" 3.66 N/A 2 Std 2,38" 3.66 NIA 2½ Std 2.B8" 5.80 NIA STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CHAIN LINK FENCE NO SCALE n WEIGHT (lb/ft) 1.35 1.35 1 .35 1.35 --RSP ABS DATED JANUARY 20, 2017 SUPERSEDES RSP ABS DATED JULY 1S, 2016 AND STANDARD PLAN ABS DATED OCTOBER 30, 2015 -PAGE 117 OF THE STANDARD FLANS BOOK DATED 2015, REVISED STANDARD PLAN RSP A85 I\) 0 ..... C1l :i:, ~! en m C, en -I )> z C )> :xi C .,, i, ... )> z :xi en '"CJ )> 0, C1l ~ ' ;,, j CHAIN LlNK RAILING TYPE 7 6'-2" Min EXCEPT AS NOTED CONCRETE BARRIER TYPE 732SW "' ' 13 -~ ~1 -=:i:g: TYPE H CURS SHOWN ~\M~I~~EiH~~~Ei~ PLAN5lj TYPICAL SECTION %" ¢ Hex HEAD BOLT WITH PLAIN WASHER--. 2rr'.__ (9 2017 Co!lfornlO Department of Tronsportot on Al I Rights Reserved _ LENGTH FOH PAYMENT OF CHAIN LINK RAILING TYPE _7J\-·--··-q:'-cr-9" I cc5'-o" Min 10'-o" Mox 5'-o" Min -10'-o" Mox 1 7, : 1 '-0", , {{ -~:-·----.---, .· -{~ 1.1"'-..,v...X), f LL ~ U I• ~ f-l• !I •;--6'-0" WIDE, CHAIN LINK FABRIC 1" MESH. KNUCKLED SELVAGE TOP ANO BOTTOM. a d'.,-~FABRIC CONTINUOUS AT EXPANSION JOINTS AND ELECTROL!ERS---. 1 ANCHOR %t ¢ Golv CABLE AT ~ / END POSTS, AND PDST5 ADJACENT TO ELECTROLIER OPENINGS OR DECK OR WALL JOINTS WITH STUD SOCKET ASSEMBLY OR ½" ¢ WELDED EYE BOLT ANO CRIMPED SLEEVE CLAMP. PROVIDE 1 ½" Min TAKEUP AT ., . EACH ANCHORAGE. -~_M!D., SEE "POST ANCHORAGE DETAIL" TS3X2l<3/is (Typ ALL POSTS) PROVIDE OPENING IN MESH AS REQUIRED f~A~~r \~~~~~O~X~'.,~1;;I~~ JOINT, \, r 0.146" ¢ STEEL WIRE TIES r' _ \ \ o. 1 '-0" TO TENSION WIRE ~, \ AND CABLE ,I, I OMIT CHAMFER AT ELECTROLIER SECURE FABRIC TO INTERMEDIATE POSTS WITH 1/,i" ¢ Hex HEAD SELF-TAPP ING SCREWS WITH t J(," X 3// X 13// WASHER a,. 1 '-2" Mox Diiitj COUNTY I AG,JlE' TO ACCOMPANY PLANS DATED ____ _ o/ii;" ¢ Golv CABLE THREADED THROUGH ¾" ¢ HOLES IN INTERMEDIATE POSTS, END POST DECK OR WALL JOINT ELECTROLJER TUBULAR HANDRAILING ELEVATION \I 1 /~L< X 3 X 1/"i ---·-···-·---21',"' V,t°' ¢ Hex HEAD SELF-TAPPING SCREWS WITH LOCK WASHERS !D. 1 '-2" c-c Max --_..,. TS 3 X 2 X 3/iG ~ 1. Posts shal I be vertical. l{," CAP Ii'. TACK WELD ¾" ¢ Hex NUT TO CAP L, OR DRILL AND TAP ~v HOLE IN CAP If.-SECTION A-A -yf -n:i!:::: ~ ~I"'~ E~ o:: _, :z "':;; 3 X 3/• TWO LEGS OF ANGLE (-~?~rLEf/lf~ rmtti A-A ¾" Mox Cir l{," CAP t-e> END POST ELEVATION !/<1" ¢ ROUND HEAD--MACHINE SCREWS WITH it ¾6" X 11/z" X 1 ½" WASHER, PLAIN WASHERS, LOCK WASHER AND Hex NUT <I 1 '-6" Max POST 'J."¢ Gal v TENSION ROD L31/:z X 21/z X 1/"l 2. Roiling shall conform to horizontal and vertical ollgnment, When ~~~l,~~i ~~ f!~~~';.i;eid cr;:e~~llh~rt~~7:aih~~~~~e¾~· :1:~1~~~ius of eye rods embedded 4u into the top of the conct""ete pot""apet and equol ly apoced to I lmlt the midordinote dis+once between the %;" ¢ cable and the curve to 1" maximum. Horizontal angle shal I be bent to conform to horizontal al tgnment lf radius is "l 48'-0" or less end may be on 1 O'-O" chords lf rod)Us fs over 140'-O" 3. Horlzontat angle shol 1 be continuous over not !ess than +wo intermediate posts, except that a shorter length is permitted at expansion joints, electroliers and other roll dfscontlnuities. 4. When rail Is on slope, place fabric porollel to slope. 5. For details and reinforcement not shown see Revised Stondotd Pion RSP 811-54. SECTION B-B SECTION C-C Expansion Joint some dimension as expansion joint in dee!<. or woll. Increase slotted hole length and splice bar length correspondingly. SEE NOTE 6 1 BOLTED ALTERNATIVE " ~ " It ¾" ¢ Hex HEAD -~5--"""]t..22..\.'--LL...i BOLTS WITH PLAIN AND I 11/2", 2" 11/i'I '/. "1' , ~BiK WASHERS & Hex i ___ j I 1 y;i" jJ H~;,, H~A·'.:l 9fJI T \1/JTH 2 PU-d1\ t•u,SH"E.RS1 lJJCK 1•1;,.SHC!-? i,.1\':l He:x 1\UT ~11\G~~ TJG~IT, p;;::~I\' TµH'.::A0S NOTE 6. SPLICE OR EXPANSION JOINT DETAIL ~I :-1 "' 2-#4 X 1 '-0" -8" "4 "'y TOTAL I JU I I Llf-t-2-#4 X 2'-6" 4" X 5" X 9" OR 5" ¢ 9" POST POCKET STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CHAIN LINK TYPE NO SCALE RAILING 7 R5P B11-52 DATED JANUARY 20, 2017 SUPERSEDES RSP B11-52 POST ANCHORAGE DETAIL DATED OCTOBER 30, 2015 -PAGE 313 OF WE STANDARD PLANS BOOK DATED 2015, REVISED STANDARD PLAN RSP B11-52 II,) 0 ... 01 ::D m < "' m C en -I )> z C )> ::D C "ti r-)> z :x, en "ti DJ ..I, ... I ('1 II,) <t :Y," x 2\1:" BOLT SLOT PA TT~RN IN RAIL ELEMENT 11. POST I Jr; 11. :Y," X 21/," BOLT SLOT PATTERN IN RAIL ELEMENT ( ~) 2017 Col iforri1o Oeparfnlent of Tr"'onspartotian Al I Rights Reserved 11. 3/." x 21/," BOLT SLOT PATTERN IN RAIL ELEMENT R~-lJ./kaf1., Fii:.Cl STEREO C IV/,.. E.~lC I NEER January 20, 2017 f'LoliNS 1>,PPROVA:.. OATE SEE NOTE 14 ll>C Sl-i!C Cl'" CAL/f'OHIIM CW /TS CYFIC€R$ & AC£NfS .SHAU ,lf)f 8£ f'f(Sl"CWS/Btl f"O/i ThF ACClJRAO' Of! CCWPi £ fDVESS CV-SC',INN(:; cr:t"IES OF THIS PlAI." S/.lffl. L __ 1/ I 6'-3" 6'-SJJ RAIL SPLICE i A f RAIL SPLICE ~ RAIL ELEMENTS SPLICED AT 12'-6" INTERVALS SEE NOTE -,:Ii) <;:= <t POST I TI tr RAIL ELEMENT LENGTH 13'-61/,'' PLAN 11. POST I * ,~ /'~ :-!~ TOP OF RAIL1 ~-I;:; "' \ GROUND LINE OR Sf OULDER tr SURF ACING UNDER RAIL ELEMENT ELEVATION MIDWEST GUARDRAIL SYSTEM WITH STEEL POSTS SEE NOTE 14 SECTION THRU RAIL ELEMENT AND NOTCHED WOOD OR NOTCHED RECYCLED PLASTIC BLOCKS TOP OF RAIL ( 6"x 8"x 1'-2'' l RAIL SPLICE AND SLOT FOR %" ¢ BUTTON HEAD SOLT TO CONNECT RAIL TO POST AND BLOCK <;:= 12Vit 2" ..f I I =--t+---t-¾" x 21/," SLOT SEE NOTE 13 ~ 'llz" x 11/a" SLOTS SEE NOTE 14 ELEVATION RAIL ELEMENT SPLICE DETAIL a)Connect the overlapped end of the rail element-s wlth ~~!rtxedi·t~u+A~n~~°xd 1°½~1sT~r~1~~~ t~1 1~~~ b+';;J:+her with %" ¢ recessed hex nuts. Recess of hex nut points toward rol I element. A toTal of 8 Dolts and nuts 01e to be used ct each roll splice connection, b)The ends of the roil elements ore to be overlapped in the direction of traffic (see detoi Is). c)Where end cop is to be attached to the end of o rcdl element, o total of 4 of the above described sp!ice bolts and nuts ore to be used. %" ¢ BUTTON HEAD SOLT WITH Hex NUT. ATTACH RAIL ELEMENT TO WOOD BLOCK AND STEEL POST WITH BOLT ON TRAFFIC APPROACH SIDE OF POST WEB, NO WASHER ON RAIL FACE FOR BOLTED CONNECTION TO LINE POST GROUNO LINE OR SHOULDER SURF ACING UNDER RAILING I ( NOTCHED WOOD BLOCK OR NOTCHEO ,1 PLASTIC BLOCK, SEE NOTES 3, 12 AND 15 ~ i t1r'-1 -i,,.-1 -nil e !:!JI!'.., _):--~ ';' '" JD "S_ W6 X 8.5 OR W6 X 9 STEEL POST, 6'-0" LENGTH _J .. SECTION A-A TYPICAL STEEL LINE POST INSTALLATION See Note 4 TO ACCOMPANY PLANS DATED ____ _ NOTES: 1. For details of wood post installations, see Revised Standard Pion RSP A77L1. 2. For details of standard hardware used to construct MGS, see Standard Plan A77M1-3. For detolls of steel posts and notched wood blocks used to construct MGS, see Revised Standard Pion RSP A77N2~ i:i. For additional lnstollotlon details, see Stondord Plan A77N3. 5. MGS post spoc!ng to be 6'-3" center to center, except as otherwise noted. G. For MGS typical loyouts1 see the A77P, A770 ond A77R Series of Standard Plans. 7, If roiling ia connected to +erminol system end treotmen-t-1 use 31" height terminal sysi"em end treatment. 8. For MGS end anchor details, see Standard Plans A71S1 and A77T2. 9. For details of MGS tronsltlon To bridge rolling, see Standard P!on A77U4~ 10. For additional details of MGS connection to brldge railings, see Stondord Plans A77U1, A77U2 and A77V1. 11. For dike positioning and MGS delineation details, see Standard Pion A77N4~ 12. Notched face of block faces steel post. 13. Slotted hole for bolted connection of roil element to block and poat. 14. Slotted holes for splice bolts to overlap end$ of roll element. 15. 6" x 12" x 1'-2" block mu.st be used with 6" dike. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SYSTEM SECTION NOTCHED MIDWEST GUARDRAIL STANDARD RAILING (STEEL POST WITH WOOD OR NOTCHED RECYCLED PLASTIC BLOCK> NO SCALE RSP A77L2 DATED JANUARY 20, 2017 SUPERSEDES STANDARD PLAN A77L2 DATED OCTOBER 30, 2015 -PAGE 50 OF THE STANDARD PLANS BOOK DATED 2015, REVISED STANDARD PLAN RSP A77L2 I\:)! 0 .... c.n, :x, m < (/) m 0 CJ) -I )> z 0 )> :x, 0 "ti. r )> z :x, (/) "ti )> ""' ""' I""' I\:) :t:) 2017Coffforn1a Department of Transportation A 11 Rights Reserved ( END ANCHOR ASSEMBLY N CENTER OF END POST, {TYPE SFT), SEE NOTE 4 d-\ \ a3'-11/i' ~~ . ~~ / FRONT FACE OF END POST \ j 6'-3"1 I I s'-''(-'"1 ~b~~~=:::::, j • s~ nliiiHOl1'T~ i M nl I/ /6:1 TAPER ~~ / HINGE POINT _L \Lass as as( =aJj : I -<::::= I -<::::= "~~ ~mhii SLOPE 25'-0" SEE NOTE 6 ~ CALTRANS APPROVED 31" lN-UNE TERMINAL SYSTEM END TREATMENT 'io ::S 7 SEE NOTES 6 AND 7 i!iv,~ I -----~SE~~""MA"'NO"'DT""I:c"ES-1~1 ---~ HM~E~IKJoT~y~~ C ADD2I;,~oO~'AtI~~~E~I~EOT~y;~ C TYPE 11A LAYOUT • 'th 31., in-line end treotment (Embankment 0~G;./~;:rcl 1g;~~~o~h end of r-ai I Ing) See Nate 5 ~ =::::=HMA DIKE '-._ES ENO ANCHOR ASSEMBLY 1.~ CENTER OF END POST 1-Mrr1· Min -~* ~ f 6:1 ( (TYPE SFT), SEE NOTE 4 _s~ "' 3'-11/z" ;'[J1 HINGE POINT ;,, · , ,, /r 6,_3,, 6'-3" HINGE j J!i;j _j__FRONT FACE rr'-1. i I I POINT::::::::, "' 1 OF ENO POST . I , . ~r; TAPER ( HINGE POINT ,L_L__ 1./i -ES -<::::= SEE NOTE 8 CAL TRANS APPROVED 31" FLARED TERMINAL SYSTEM END TREATMENT JI~ L10:1 OR FLATTER SLOPE vi'-ES 1>osr Mi1.E.S o;s,rj ::ouNTY I ROUTE TOTAL f_RO.,ls_CT January 20! 2017 Pl.ANS APP~OVAL OA TE {NE srA!E a-C-"./F(Yl,V/,f OR IFS f)Fl'"IC£RS ()I( ACENrS SJl.41.1 NO( !JE MSl'VNSIE!i.E FOR !'NE At"CIJIMCY (YI covn£r£NESS OF SC'ANN,f(J Cat'IES CF f/ffS /Di.I# .SIi££/. TO ACCOMPANY PLANS DATED -----BASE LINE~\ 1/,L 1/,L _=i==-~;<'lt'.t§]~.._ 1 , -.__ti-....-........_ ...._ivl~~~W/16 3: I --+.~ I v1 i v4 L/4 L/4-,., --. TYPICAL PARABOLIC LAYOUT 25'-0"-<::::= I HMA DIKE SEE NOTE 11 SEE NOTE 7 -------HM_A ____ _QJ_l((::1 TYP~ C SEE NOTE 11 AOD!TIONAL HMA DIKE, TYPE C 25'-0" Min1 SEE NOTE 11 >------~~ ____ L __ BEGIN FLARE y " Tl L I (-ENO ANCHOR ASSEMBLY (TYPE SFT)1 SEE NOTE 4 I 3'-w2· \ 6'-3" ;( 6'-3" 6'-3" \1 T I j \I I ht--B -<::::= TYPE 11B LAYOUT (Embankment MGS lnstollotion wlth 31" flared end treatment at' traffic approach end of railing) See Note 5 BEGIN 15: 1 OR FLATTER FLARE (HINGE POINT -, " G'~l-! I ANCHOR, SEE NOTE 10 NG L_l , BURIED POST END G -3 ---~('%_4 ' "/ ~ ..§'.~ ~-".:7' ~"" 1S'1-0R FLATTER FLARE, \ '. BURY END OF RAIL -BEGIN PARABOLA -<:::!= SEE NOTE 9 IN CUT SLOPE 25'-0" PARABOLA ~ 1'-0" Mox OFFSET FOR 15:1 FLARE BASE LINE {EDGE OF PAVED SHOULDER OR 7 I OFFSET LINE OF EDGE OF TRAVELED WAY) j Efil Y = OFFSET FROM BASE LINE W = MAXIMUM OFFSET X = DISTANCE ALONG BASE LINE L = LENGTH OF FLARE PARABOLIC FLARE OFFSETS ( BEGIN PARABOLA ( END PARABOLA 63/," OFFSET\ i5'-0" \ j ,,----BASE LINE ~ TYPE 11C LAYOUT {Embonkment MGS installation with buried end anchor treatment ot tr-offic approach end of railing) ··EDGE OF PAVED SHOULDER OR OFFSET LINE OF TRAVELED WAY 3" OFFSET_ f----CENGTH. OFFLARE-1 ---·1 / I , " 3/," OFFSET-I-----/ // 1, -0 OFFSET t G'-3" G'-3" 6'-3" 6'-3" See Notes 5 and 11 NOTES: 1. Llne pos+, blocks and hordwor-e to be used ore shown on Revised Stondord Plans RSP A77L 1, RSP A77L2, ASP A77N1, RSP A77N2 ond Standard Pion A77M1, 2. MGS post spaclng to be 6'-3" center to center, except os otherwise noted~ 3. Except as noted, I 1ne posts ore 6" x 8" x 6'-0" wood with 6" x B" x 1 '-2" wood blocks. W6 x 8.5 or-W6 x 9 steel posts, 6'-0" in length, with 6" x 8" x 1 '-2" notched wood blocks or recycled plastic blocks moY be used for 6'1 x B" x 6'-0'' wood post with 6" x 8" x 1 '-2" wood o!ocks where appl !coble ond when specified. 4. For-End Anchor Assembly (Type SFT) detofls, see Standor-d Plan A'f7S1. 5. Layout Types 11A, 118 or 11C are typically used where MGS is recommended to shield embankment slopes and o croshworthy end treatment ls required for only one direction of traffic. 7. The type of .31'' termlnol system end treatment to be used will be shown or, the Projec·t' Plons. a. Dependent on site conditions (embankment helght and side s!ope), construction of additional MGS (length equal to multiples of 12'-6" with 61-3" post spacing) may be advisable. 9. The 15:1 or flatter flare used with buried end onchors ls bose<J on the edge of the paved shoulder or offset llne of edge of the traveled woy. The length of MGS within the 15:1 or flatter flare Js based on site conditions and should be a length eqvol to mu!tiples of 12'-6". 10. For details of the buried post end anchor used with Type 11C Layout, see Standard Pion A77T2. 11. ;ri~eAfi~~er~~tdo!e t::i~isonl~%u1J"e~~i~~:h MGS lnstal lotions, see Standard 12. Use this offset for a-inch block. For 12-incn block, use 4'-0" Min offset. -I TYPICAL FLARE OFFSETS FOR 1 FOOT Max END OFFSET STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MIDWEST GUARDRAIL TYPICAL LAYOUTS EMBANKMENTS NO SCALE SYSTEM FOR N 0 _.I UI I I :a m < CJ) m 0 (/) -I )> z 0 )> :a 0 'ti r )> z :a CJ) 'ti )> ..... ..... 'ti ... I 6. 31" ln-!ine terminal system end treatments ore used wher-e site conditions will not occommodote o flared end treatment. RSP A77P1 DATED JANUARY 20, 2017 SUPERSEDES STANDARD PLAN A77P1 I DATED OCTOBER 30, 201S -PAGE 63 DF THE STANDARO PLANS BOOK OATED 2015.ri>ii I REVISED STANDARD PLAN ASP A7=::j = c':':i = = = = It :c) 2016 cciT1f6rf1Jcj" Deportmen+ of i"rOnspor'i·atron Al I Rights Reserved ~ EXPANSION JOINT lN DECK / AND BARRIER AND SIDEWALK = 3'-11/," 9"ITT 9''-~ 1----... 1~ ~ FRONT FACE OF f NOTE 3) 1kf l)j,itl COVN!Y _J_ __ ~~-~--'----' _:-3?,_ --July 15, 2016 f'~ANS M"P-ROVAL PA rt TM'. ST,!fh" OF C-'l/FOf?N/A OR /TS ¥FICO'$ CW AC{"NfS SIIAU M;r BC /1"£;,/'0NS/OlE /'CW l#F A~1:UMC"r' Ofi '°""""-IJ[NESS Of .SCANNnl CfY'/ES OF THIS /'!AN SI/££[, YI !SEE BARRIER TRANSITION 1 1 (SLOPE TO VERTICAL) r SEE PROJECT PLANS FOR LIMITS OF f SIDEWALK·/ ~ TO ACCOMPANY PLANS DATED-----<;::::::, PLAN CONCRETE BEAM CONCRETE POST TUBULAR HAND RAILING CE 1'1" 7½'~7'.· ,._fl --q+ er-l~~~rt~ :N~E~~THIN ELEvAnoN SIDEWALK 0--CONCRETE POST, Typ 1 '-9" 6'-2" I" L, 1' 3" G"\~o'.ot-2 @#8 Cont Tat 2 #5 & #6 BUNDLE 11 b cont Tot 6, , , -SEE NOTE 1 ~1" CHAMFER, Typ #4 EJTot 611 @ #5 Cont Tot 2 @)#600, B ©•6 Ll"' 8 Q'.)#5~7"' 16 'f' ;., j PER POST--.....~ -I' -•GflTot 5 --1-i , I I 1 PER POST-;-71 =i 0-----!_i "'1 -."-'w#4C~12 Cl!~b z SEE TYPE BOSW Relnf 1" CHAMFER #5 x 3'-9" 11> 30 I,-,, I ADDITIONAL WJNGWALL Reinf TYPE aosw (±) CONSTRUCTION JOINT --, ~ TYPE BOSWA 1#5\)Tot ;:.s c:: r7" *, 1'-QH * ' ! 9" ** 1 '-0" ** #S AND #6 ----I I BUNDLED BEAM ------~ Reinf EXTENSION I hl.. .-iu Tot 6 #5 Cont-1" CHAMFER , 3'-0" #8 ir~ 9 1 '-0" BEAM PLAN VIEW ELECTROLIER PEDESTAL <;::::::, ~ <1-SIDEWALK THRIE BEAM RAIL ELEMENT * BEGIN BARRIER TRANSITION ** END BARRIER TRANSITION 1. ~~n16fngsp;~~lrbeol~~6;~e~~d~he longitudinal rail reinforcing. 2. For electrical details, see Revised Standard Plans RSP ES-9A, RSP ES-98, RSP ES-9C, RSP ES-90 and RSP €S-9£. See Project Plona for electrlcol layout. 3. ~~~iJlt~~6n~~;~1 ;~A~nisio:i17y~1°a~dde,t?]~t not shown, see 4. A maximum of five -4" and a minimum of two -4" round openings :f?rmTni~~: ~bl~t~~~-;fesni~~9wsa,i,.tf t~o*e u::~~88ui+, r~~:s 0~~9 e~~e~~ed tt~~d~~~n Pr~~18~4-3°iof' ~r~Fmu~ac;piiirr: 1~e1~e~~11~6~a~f;~i~~d See for conduit detol ls at joints. 5. Chain link roiling is not allowed on Type aosw Barrier. 6. Wal ls ore to be DacKfi I Jed before railing is placed. i. Termlnote al I longitudinal curb, sidewalk, ond deck reinforcement in standard 90° hooks. 8. Dimens[ons wil I vary with cross slope ond with certain thickness of surfacing. 9. Expansion Joint To mat-en deck. joint, see Standord Plan 611-63 for expansion JoTnt details. 10. This barrier Is to be used only for speeds of 45 MPH or less. For speeds greater thon 45 MPH, pedestrians should be protected by o seporotlon traffic barrier. 1'-9" ~---1 '-0" i l ELECTROLIER-~ "-;; ~---#5 C:: \ ,,,--#5\'JTot 2 N 0 ... 0 ::u m < (/) m Cl en -t )> z Cl > ::u Cl ,, ELEcrn1cAL Ir #G BOX-') )> 1~-L.'.i--t-----#S<'.) I Z 1" CHAMFER r 1n "' ,.s.,,_)il> 1s _, , 3'-0" '--#BirQ 9 :lt5 X 3'-9" ~ 30 -#52~ .. 15 j1 1 DECK OVERHANG-NQIE.; Pedestal design for 1 '-0" base plate. BARRIER MODIFICATION FOR ELECTROLIER STATE OF CALIFORNIA DEPARTMENT OF TRANSPORT A TlON ~~?~~JONAL WINGWALL ~\+-WINGWALL Reinf CONCRETE BARRIER TYPE 80SW (SHEET 1 OF 3) SECTION B-8 NO SCALE RSP 811-62 DATED JULY 15, 2016 SUPERSEDES RSP B11-62 DATED NOVEMBER 1S, 2013 AND R~fA~1 J1f~6gAmE~O~f~~~. ki•1 f0: \tir ~g; g: 1 T~~ m~gA~~LiL1~s i'bbi itrE~Tfcii~~D REVISED STANDARD PLAN RSP B11-62 ::u (/)' "1:1 Ill ... ... I Cl> h) J (>J N ' ' ' I I I I I I I I I I I I ---It. PO~ ------(s{~~-~8~~~:c'~~c'x'-c3cc)---l'::_J" I I ~ #5 AND #6 BUNDLED Cont 0 #4Qlll4 -~ ,I I I I I ~ I I I\ I I I I I I ------~OPENING IN BARRIER, Typ --{-I ~t --LONGITUDINAL SECTION 1" ,__ , 3" ~ SEE NOTE 1 ~, TUBE SPLICE #4 ==::J Tot 3 ~ __m:, 1 '-3" I ~ EXPANSION JOINT ,~, II 1VlIT i I I I I I I I I I\ I II n Ii I I I l I I I I I I I I I I I I I I I I '"' , CD ~0 ~ J; ® ~T "' I ! I@ I) ' DECK Relnf EXPANSION JOINT DETAIL I I I -\ I It. POST l'::_J" 1;;;;"7--#4 LJ Tot 4 PER POST \ I I I I I I I I I I I I I I I I/ 1., ~#5 ~" -a, I "' a --~ ,. ..,. c: -'_J,: >< u \ ~ " DECK REINFORCING NOT SHOWN TUBULAR RAILS, SEE STANDARD PLAN 811-64 a TUBULAR RAILS , ST AND ARD PLAN' B ' I -64 "CJ I I l l I I I I I I -a, "' ::, u ,_ ' "' C ;, ,_ >< u -j < "' CONTINUE ALL TYPICAL Reinf----~ #5 i:----.::.,,,_"~ }( ••-O''.l'.:c.L.13''-a ~ CURB-~ " I i I I }' I I \ I \ i i @ #6 LL Tot 6 Ill 4 each side of expansion joint @#6 D Tot 6 Ill 4 each side of expansion joint (D #4 0 Tot 6 per post 0 #4 0 Tot 4 per post .t:mil; POST Mil CS TOTAL PRC-fCT <Ecis~i:1!';-,-,,;;,,uc -~, te'.-:;:::\11: 1..5.!1•:•c;~;:;.·;;~;:•~;;,=:;: 00-;;;:-:::;;,_, cu,;;;;;"Ncc \:~_JS]~-'/,-/ ~°:_!!_';_!f~ 1. Expansion joint to match deck joint. 2. Contfnue(A),@,©, and #4 longltudlnal reinforcing. See Type Bosw typical section on Standard Plan B11-62. 3. Post to be spaced equal IY, typically 6'-8" spaclng. Post s_pacing may be reduced where I oca-t ion of h 1 nges or ex pons ion j o I n-t-s or the length of wlngwal Is wl It no-t accommodate the 6 -8" spacing • Maximum see-through avoi labl I lty is to be strived for I where 6'-8" post spacing can noi" be achieved. I END #4 0 Rei nf \.i 2'-0" . 1'-11¾_" 3'-0" Min END BEAM Longlt Reinf~ #5Tilll8 --..j !--VARIES c""--, ,...._ END SECTION ( Handra 11 Ing not shown) V \ 0 &~i b2'-4" o I o #5 L__ 1---ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE BARRIER TYPE aosw <SHEET 2 OF 3) NO SCALE ROADWAY SURFACE\ 811-63 I\) 0 ..... UI u, -t > z C > ::0 C .,, r-> z m ..... ..... I CJ) c., ITEM 2 3 4 5 6 7 8 SIDEWALK NOTES: ENCLQSURE PER APPROVED MATERIAL LIST SEE SIDE YJEW TO THE l EFT .• 30 LB. ZINC ANODE WITH ANODE LEAD WIRE PER STD. OWG. NO. 25 , .• N N 1. SEE SPECIFICATIONS FOR SOLDERING REQUIREMENTS. 4. ALL VALVES ANO FITTINGS SHALL BE SAME SIZE AS AIR VENT INLET. 2. SEE SPECIFICATIONS FOR PAINTING REQUIREMENTS. 3. SEE IMPROVEMENT PLANS FOR ASSEMBLY SIZE. 5. POSITON ANODE MIOWA Y BETWEEN PIPELINE AND VAL VE BOX. DESCRIPTION 1'' COPPER, (TYPE 'K' , SOFT), 2" COPPER SER. PIPE. TYPE "K" SOFT OUTLET ON PVC PRESSURE PIPE OUTLET ON AC PIPE OUTLET ON CML&C STEEL PIPE OUTLET ON DUCTILE IRON PIPE 1" OR 2" ANGLE METER STOP METER BOX & COVER TRAFFIC AREA METER BOX & COVER NONTRAFFIC AREA SPEC DWG ITEM DESCRIPTION W-8 W-8 W-9 W-9 14 2" COPPER ADATER, COPPER SOLDER JOINT x MALE IPT, 0-300 PSI 15 2" FLARED TUBE STR CPLG, COPPER x MALE IPT 0-150 PSI 16 CONCRETE ANCHOR BLOCK WITH 2 CUBIC FEET 17 2" CL 125 CAST BRONZE go· ELBOW WITH FEMALE IPT 18 2" BRASS PIPE, REGULAR WALL WITH MALE IPT 19 30' x30" x6" CONCRETE PAD COMBINATION AIR RELEASE. 10 1" OR 2'' BRASS STREET "L" 20 2 COMB. AIR RELEASE AND VACUUM VALVE, FEMALE IPT 11 1 OR 2 X 6 BRASS NIPPLE 21 A VE ASSEMBLY ENCLOSURE 12 1 OR 2 SCHEDULE 40 PVC 13 BRASS METER COMPANION FLANGE. NUTS AND BOLTS ON 2" A PEC DWG REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT ~_;___,__;'-f-1---'-"-'-""'~~ ABOVE SURFACE I 8: 2" AIR-VACUUM VALVE CITY ENGINE DATE ASSEMBLY a APPURTENANCE STANDARD DWG. NO. w-7