Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Basile Construction Inc; 2024-05-07; PWS24-2335UTIL
Revised 6/12/18 Contract Nos. 3904 and 5503 Page 1 of 127 City of Carlsbad San Diego County California CONTRACT DOCUMENTS, GENERAL PROVISIONS, SUPPLEMENTAL PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR SEWER AND WATER PIPELINE REPLACEMENT PROGRAM – VALLEY STREET AND FOXTAIL LOOP PROJECT NOS. 3904 AND 5503 BID NO. PWS24-2335UTIL Signed: 12/27/2023 -Bidding Revised 6/12/18 Contract Nos. 3904 and 5503 Page 2 of 127 TABLE OF CONTENTS Item Page Contract Public Works ................................................................................................................. 6 Contractor's Proposal ................................................................................................................ 13 Designation of Subcontractor and Amount of Subcontractor’s Bid Items .................................. 16 Labor and Materials Bond ......................................................................................................... 17 Faithful Performance/Warranty Bond ........................................................................................ 19 Optional Escrow Agreement for Surety Deposits in Lieu of Retention ....................................... 21 GENERAL PROVISIONS Section 1 Terms, Definitions Abbreviations and Symbols 1-1 Terms .......................................................... ..................................................... 24 1-2 Definitions .................................................... ..................................................... 24 1-3 Abbreviations ............................................... ..................................................... 30 1-4 Units of Measure .......................................... ..................................................... 33 1-5 Symbols ....................................................... ..................................................... 34 Section 2 Scope and Control of The Work 2-1 Award and Execution of Contract ................. ..................................................... 35 2-2 Assignment .................................................. ..................................................... 35 2-3 Subcontracts ................................................ ..................................................... 35 2-4 Contract Bonds ............................................ ..................................................... 36 2-5 Plans and Specifications .............................. ..................................................... 37 2-6 Work to be Done .......................................... ..................................................... 42 2-7 Subsurface Data .......................................... ..................................................... 42 2-8 Right-of-Way ................................................ ..................................................... 42 2-9 Surveying ..................................................... ..................................................... 42 2-10 Authority of Board and Engineer .................. ..................................................... 44 2-11 Inspection .................................................... ..................................................... 44 Section 3 Changes in Work 3-1 Changes Requested by the Contractor ........ ..................................................... 45 3-2 Changes Initiated by the Agency .................. ..................................................... 45 3-3 Extra Work ................................................... ..................................................... 46 3-4 Changed Conditions .................................... ..................................................... 49 3-5 Disputed Work ............................................. ..................................................... 50 Section 4 Control of Materials 4-1 Materials and Workmanship ......................... ..................................................... 56 4-2 Materials Transportation, Handling and Storage ................................................ 60 ,~ 4.. Revised 6/12/18 Contract Nos. 3904 and 5503 Page 3 of 127 Section 5 Utilities 5-1 Location ....................................................... ..................................................... 61 5-2 Protection .................................................... ..................................................... 61 5-3 Removal ...................................................... ..................................................... 62 5-4 Relocation .................................................... ..................................................... 62 5-5 Delays .......................................................... ..................................................... 63 5-6 Cooperation ................................................. ..................................................... 63 Section 6 Prosecution, Progress and Acceptance of the Work 6-1 Construction Schedule and Commencement of Work ........................................ 64 6-2 Prosecution of Work ..................................... ..................................................... 66 6-3 Suspension of Work ..................................... ..................................................... 69 6-4 Default by Contractor ................................... ..................................................... 70 6-5 Termination of Contract................................ ..................................................... 70 6-6 Delays and Extensions of Time .................... ..................................................... 71 6-7 Time of Completion ...................................... ..................................................... 71 6-8 Completion, Acceptance, and Warranty ....... ..................................................... 73 6-9 Liquidated Damages .................................... ..................................................... 74 6-10 Use of Improvement During Construction .... ..................................................... 75 Section 7 Responsibilities of the Contractor 7-1 Contractor’s Equipment and Facilities .......... ..................................................... 76 7-2 Labor ........................................................... ..................................................... 76 7-3 Liability Insurance ........................................ ..................................................... 76 7-4 Workers' Compensation Insurance .............. ..................................................... 76 7-5 Permits ........................................................ ..................................................... 77 7-6 The Contractor’s Representative .................. ..................................................... 78 7-7 Cooperation and Collateral Work ................. ..................................................... 79 7-8 Project Site Maintenance ............................. ..................................................... 80 7-9 Protection and Restoration of Existing Improvements ........................................ 83 7-10 Public Convenience and Safety ................... ..................................................... 84 7-11 Patent Fees or Royalties .............................. ..................................................... 91 7-12 Advertising ................................................... ..................................................... 92 7-13 Laws to be Observed ................................... ..................................................... 92 7-14 Antitrust Claims ............................................ ..................................................... 92 Section 8 Facilities for Agency Personnel 8-1 General ........................................................ ..................................................... 93 Section 9 Measurement and Payment 9-1 Measurement of Quantities for Unit Price Work ................................................. 94 9-2 Lump Sum Work .......................................... ..................................................... 94 9-3 Payment ...................................................... ..................................................... 94 9-4 Bid Items ...................................................... ..................................................... 98 SUPPLEMENTAL PROVISIONS TO PART 2, 3, 4 AND 6 OF THE SSPWC Part 2 Construction Materials Section 200 Rock Materials 200-2 Untreated Base Materials ............................. ................................................... 105 Section 201 Concrete, Mortar and Related Materials 201-1 Portland Cement Concrete .......................... ................................................... 106 .,.~ \.. Revised 6/12/18 Contract Nos. 3904 and 5503 Page 4 of 127 201-3 Expansion Joint Filler and Joint Sealants ..... ................................................... 107 Section 203 Bituminous Materials 203-6 Asphalt Concrete ......................................... ................................................... 108 Section 213 Engineering Fabrics 213-5 Geotextiles and Geogrids ............................. ................................................... 109 Section 214 Pavement Markers 214-4 Paint for Striping and Markings .................... ................................................... 110 214-6 Pavement Markers ....................................... ................................................... 110 Part 3 Construction Methods Section 300 Earthwork 300-2 Unclassified Excavation ................................................................................... 112 300-12 Storm Water Pollution Prevention Plan ............................................................ 112 Section 301 Treated Soil, Subgrade Preparation and Placement of Base Materials 301-1 Subgrade Preparation ...................................................................................... 115 Section 302 Roadway Surfacing 302-5 Asphalt Concrete Pavement ............................................................................ 115 302-15 Public Convenience and Traffic Control ........................................................... 116 Section 303 Concrete and Masonry Construction. 303-1 Concrete Structures ......................................................................................... 117 303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, And Driveways ....................................................................... 118 Section 306 Underground Conduit Construction 306-3 Open Trench Operations .................................................................................. 118 306-12 Backfill ............................................................................................................. 119 306-13 Trench Resurfacing .......................................................................................... 119 Section 314 Traffic Striping, Curb and Pavement Markings, and Pavement Markers 314-4 Application of Traffic Striping and Curb and Pavement Markings ..................... 120 314-5 Pavement Markers ........................................................................................... 121 Part 4 Existing Improvements Section 400 Protection and Restoration 400-1 General ............................................................................................................ 122 400-2 Permanent Survey Markers ............................................................................. 122 400-3 Payment .......................................................................................................... 122 Section 401 Removal 401-3 Concrete and Masonry Improvements ............................................................. 122 .,.~ \.. Revised 6/12/18 Contract Nos. 3904 and 5503 Page 5 of 127 Part 6 Temporary Traffic Control Section 601 Temporary Traffic Control for Construction and Maintenance Work Zones 601-1 General ............................................................................................................ 123 601-3 Temporary Traffic Control (TTC) Zone Devices ............................................... 123 601-4 Temporary Traffic Striping and Pavement Markings ......................................... 127 APPENDICES Appendix A Tier II SWPPP Template Appendix B Water Shut Down Request Form (E-28) Appendix C NOT USED Appendix D As-Built Drawings Appendix E EWA Special Use Discharge Permit Template Appendix F CARB Fleet Compliance Certification .,.~ \.. CONTRACT PUBLIC WORKS This agreement is made this 7fh day of }/\ t:11 '--I , 2024, by and between the City of Carlsbad, California, a municipal corporaiion, (hereinafter called "City"), and Basile Construction, Inc. whose principal place of business is 7952 Armour Street, San Diego, California 921112335 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: SEWER AND WATER PIPELINE REPLACEMENT PROGRAM-VALLEY STREET AND FOXTAIL LOOP CONTRACT NOS. 3904 AND 5503 (hereinafter called "project") 2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equipment, and personnel to perform the work specified by the Contract Documents. 3. Contract Documents. The Contract Documents consist of this Contract, Contractor's Proposal, Designation of Subcontractors, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications and General Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference. Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indicated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of this condition of the Contract will not relieve responsibility of compliance. 4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The City shall withhold retention as required by Public Contract Code Section 9203. 5. Independent Investigation. Contractor has made an independent investigation of the jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work and is aware of those conditions. The Contract price includes payment for all work that may be done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any information that may have been furnished to Contractor by City about underground conditions or other job conditions is for Contractor's convenience only, and City does Rftd 6/12/18 Q Contract Nos. 3904 and 5503 Page 6 of 127 Revised 6/12/18 Contract Nos. 3904 and 5503 Page 7 of 127 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 III disposal site in accordance with provisions of existing law. B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those indicated. C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract. In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time required for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. 7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors, and consultants that are included in this Contract. 8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates is on file in the office of the City Engineer and is incorporated by reference herein. Pursuant to California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post copies of all applicable prevailing wages on the job site. Contractor shall comply with California Labor Code, section 1776, 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. 9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure of Contractor to comply with any applicable law, rules or regulations including those relating to .,.~ \.. Revised 6/12/18 Contract Nos. 3904 and 5503 Page 8 of 127 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 contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. 10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City of Carlsbad’s policy for insurance as stated in City Council Policy # 70. (A) Coverages and Limits Contractor shall maintain the types of coverages and minimum limits indicted herein: a. Commercial General Liability (GLC) Insurance: Insurance written on an “occurrence” basis, including products-completed operations, personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b. Business Automobile Liability Insurance: $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers’ Liability limits of $1,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City. (B) Additional Provisions: Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers’ Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions. a. The City, its officials, employees and volunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be ,~ 4.. Revised 6/12/18 Contract Nos. 3904 and 5503 Page 9 of 127 evidenced using separate documents attached to the certificate of insurance; one for each company affording general liability, and employers’ liability coverage. b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers. d. Coverage shall state that the contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (C) Notice of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after ten (10) days' prior written notice has been sent to the City by certified mail, return receipt requested. (D) Deductibles and Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured retention levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. (E) Waiver of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein. (G) Acceptability of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:VII. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy # 70. (H) Verification of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the City and are to be received and approved by the City before the Contract is executed by the City. (I) Cost of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid. ,~ 4.. Revised 6/12/18 Contract Nos. 3904 and 5503 Page 10 of 127 11. Claims and Lawsuits. All claims by Contractor shall be resolved in accordance with Public Contract Code section 9204, which is incorporated by reference. A copy of Section 9204 is included in Section 3 of the General Provisions. In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is included in Section 3 of the General Provisions. In the event of a conflict between Section 9204 and Article 1.5, Section 9204 shall apply. Notwithstanding the provisions of this section of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. (A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. (B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false 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 another jurisdiction is grounds for the City Council of 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. ________ init ________ 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. .,.~ \.. Revised 6/12/18 Contract Nos. 3904 and 5503 Page 11 of 127 13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720 of the Labor Code are incorporated herein by reference. 14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted for any monies withheld by the City to secure performance of this contract for any obligation established by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract. 15. Unfair Business Practices. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties. 16. Provisions Required by Law Deemed Inserted. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and included herein, and if, through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon application of either party, the Contract shall forthwith be physically amended to make such insertion or correction. 17. Additional Provisions. Any additional provisions of this agreement are set forth in the "General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof. /// /// /// /// /// /// /// /// /// /// /// /// .,.~ \.. NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED (CORPORATE SEAL) CONTRACTOR: ~: '~ (oAf:,\-, J::V\ Cc. ~• of Contractor) By:~~(_ (sign here) B\l0 ~-,\e, ~\'et> -6 ~eer. (print name and title) By:--------------(sign here) (print name and title) CITY OF a municipal corporati lifornia By:---~------------LACKBURN, Mayor ATTEST: 04 --fw SHERRI FREISINGER, City Clerk 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: {'\ •;;' Revised 6/12/18 Contract Nos. 3904 and 5503 Page 12 of 127 CALIFORNIA 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 Countyof ~ D:ca~ } On AJI' \ lh 't-vZJ-:f: before me,~ G:,4o~.e.l~ ~ ~\•~ Date <J _, _ /\ '\I _ Here In~; and Title of the Officer personally appeared ~ F-+-L,,c.,,.. ~~k Name(y of Signer(f ) who proved to me on the basis of satisfactory evidence to be the person(1' whose name¢) ~/are subscribed to the within instrument and acknowledged to me that(W/she/they executed the same in ~/her/their authorized capacity(~. and that by @1her/their signature(i1 on th e instrument the person(~ or the entity upon behalf of which the person(sYacted, executed the instrument. KMLAG IIODIIIGUEZ~ERON COMM. #2◄n11111 en NOTARY PUSUC • CALIFORNIA 3: SAN DIEGO COUNTY ~ ~COIIII. ~ C:CEIIBER ~, 2027 I Place Notary Seal and/or Stamp 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. 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: o Corporate Officer -Title(s): ______ _ o Partner -o Limited o General D Individual o Trustee D Other: o Attorney in Fact o Guardian or Conservator Signer is Representing: _________ _ Signer's Name: o Corporate Officer -Title(s): ______ _ o Partner -o Limited o General D Individual o Trustee D Other: o Attorney in Fact o Guardian or Conservator Signer is Representing: _________ _ 0.11..Ull/Jf'D g@"(J Ol:oco:o:o:o:o [}J!J800800:0:0C8006088a D«0000@:010 ):OcO 00808008 0:0:o:o@OOOOOEDcQ0008080000:o ©2019 National Notary Association I llllllll llll 111 11111111111111 11111111111111111 IIIII 1111111111 1111111111 lllll 111111111111111 1111111111111 BA2023 1316785 Entity Details Corporation Name Entity No. Formed In STATE OF CALIFORNIA Office of the Secretary of State STATEMENT OF INFORMATION CORPORATION California Secretary of State 1500 11th Street Sacramento, California 95814 (916) 653-3516 Street Address of Principal Office of Corporation Principal Address Mailing Address of Corporation Mailing Address Attention Street Address of California Office of Corporation Street Address of California Office Officers Officer Name Officer Address PETER ALLEN BASILE 7952 ARMOUR ST SAN DIEGO, CA 92111 Additional Officers Officer Name I Officer Address For Office Use Only -FILED- File No.: BA20231316785 Date Filed: 8/22/2023 BASILE CONSTRUCTION, INC. 1841246 CALIFORNIA 7952 ARMOUR ST SAN DIEGO, CA 92111 7952 ARMOUR ST SAN DIEGO, CA 92111 7952 ARMOUR ST SAN DIEGO, CA 92111 Position(s) Chief Executive Officer, Secretary, Chief Financial Officer I Position I Stated Position None Entered Directors Director Name Director Address Peter Allen Basile 7952 Armour St San Diego, CA 92111 The number of vacancies on Board of Directors is: O Agent for Service of Process Agent Name PETER ALLEN BASILE Agent Address 7952 ARMOUR ST SAN DIEGO, CA 92111 Type of Business Type of Business CONSTRUCTION Email Notifications Opt-in Email Notifications Yes, I opt-in to receive entity notifications via email. Labor Judgment No Officer or Director of this Corporation has an outstanding final judgment issued by the Division of Labor Standards Enforcement or a court of law, for which no appeal therefrom is pending, for the violation of any wage order or provision of the Labor Code. to (\) 0 V1 w I w -.J w -.J 0 (X) -...... (\) (\) -...... (\) 0 (\) w I-' (X) 'tl 3: ~ CD () CD 1--'· <: CD p, tr '< n Ill I-' 1--'· H, 0 Ii ::l 1--'· Ill (/) CD () Ii CD rt Ill Ii '< 0 H, (/) rt Ill rt CD Page 1 of 2 CITY OF CARLSBAD SEWER AND WATER PIPELINE REPLACEMENT PROGRAM -VALLEY STREET AND FOXTAIL LOOP PROJECT NOS. 3904 AND 5503 CONTRACTOR'S PROPOSAL City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, Californ ia 92008 Contractor has carefully examined the location of the work, read the Specifications, General Provisions, Contract Documents, and addenda thereto, examined the Plans and hereby proposes to furnish all labor, materials, equipment, transportation, and services required to do all the work to complete Contract Nos. 3904 and 5503 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit (refer to Section 9-4 for bid item descriptions): Bid Schedule A -Valley Street Water Main Replacement Item Unit Total No. Item Description Unit Quantity Price Amount A-1 Mobilization, not to exceed 10% LS 1 18,500.00 18,500.00 A-2 Traffic Control Plan Preparation, LS 1 16,400.00 16,400.00 Implementation and Maintenance A-3 Excavation Support Systems LS 1 5,200.00 5,200.00 A-4 Tier II SWPPP Preparation, Implementation LS 1 7,500.00 7,500.00 and Maintenance A-5 Utility Potholing and Locating LS 1 11,300.00 11 ,300.00 A-6 Construct Temporary Highline System LS 1 16,000.00 16,000.00 A-7 AC Pipe Removal and Disposal LS 1 18,200.00 18,200.00 A-8 Demolish and Abandon Existing Fire LS 1 5,000.00 5,000.00 Service A-9 Connect to Existing Water Main, STA 0+14 LS 1 8,000.00 8,000.00 A-10 Connect to Existing Water Main, STA 5+57 LS 1 8,000.00 8,000.00 A-11 Construct 8-lnch PVC Water Main LF 545 222.00 120,990.00 A-12 Furnish and Install 8-lnch Gate Valve EA 1 4,810.00 4,810.00 A-13 Furnish and Install 6-lnch Gate Valve EA 1 3,740.00 3,740.00 ft Q Revised 6/12/18 Contract Nos. 3904 and 5503 Page 13 of 127 Item Unit Total No. Item Description Unit Quantity Price Amount A-14 Construct 6-lnch PVC Fire Service LF 45 249.50 11 ,227.50 A-15 Replace 2-lnch Water Service Assembly EA 2 13,100.00 26,200.00 A-16 Construct 2-lnch Manual Air Release Valve EA 1 10,100.00 10,100.00 A-17 Replace Sidewalk SF 125 57.25 7,156.25 A-18 Replace Type G Curb and Gutter LF 40 170.50 6,820.00 A-19 Pavement Restoration LS 1 52,600.00 52,600.00 A-20 Replace Pavement Markings LS 1 2,870.00 2,870.00 Total amount for Schedule "A": $360,613.75 Bid Schedule B -South Agua Hedionda Interceptor Reach T1D Improvements (Foxtail Loop) Item Unit Total No. Item Description Unit Quantity Price Amount B-1 Mobilization, not to exceed 10% LS 1 24,600.00 24,600.00 B-2 Traffic Control Plan Preparation, LS 1 24,400.00 24,400.00 Implementation and Maintenance B-3 Tier II SWPPP Preparation, LS 1 8,300 8,300 Implementation and Maintenance B-4 Sewer By-pass system LS 1 74,635.00 74,635.00 B-5 Excavation Support Systems LS 1 11,000.00 11 ,000.00 B-6 Utility Potholing and Locating LS 1 38,700.00 38,700.00 B-7 Construct 8-lnch PVC Sewer LF 50 247.00 12,350.00 B-8 Connect to and Modify MH#24A-43 LS 1 16,400.00 16,400.00 B-9 Remove Existing 8-inch Sewer and LS 1 2,880.00 2,880.00 Connect to Existinq Sewer Main B-10 Replace Existing 8-inch PVC Sewer with LF 365 268.00 97,820.00 12-lnch PVC Sewer B-11 Replace Existing 8-inch PVC Sewer with LF 200 391.00 78 ,200.00 15-lnch PVC Sewer B-12 Connect to and Modify Manhole No. 24A-LS 1 11 ,600.00 11 ,600.00 38 B-13 Connect to Existing 8-inch PVC Sewer, LS 1 3,460.00 3,460.00 STA 10+57 ft Q Revised 6/12/18 Contract Nos. 3904 and 5503 Page 14 of 127 Item Unit Total No. Item Descriotion Unit Quantity Price Amount B-14 Connect to and Modify Manhole Nos. 24A-LS 1 40,600.00 40,600.00 39 and 40 B-15 Sewer Lateral Reconnection EA 25 2,010.00 50,250.00 B-16 Pavement Restoration SF 21 ,600 5.75 124,200.00 B-17 Replace Private Landscaping LS 1 4,150.00 4,150.00 B-18 Replace Private Concrete Driveway SF 700 38.25 26,775.00 B-19 Replace Survey Monument EA 6 2,850.00 17,100.00 B-20 Replace Street Markings and Striping LS 1 2,640.00 2,640.00 Total amount for Schedule "B'': $670,060.00 Total Price, Schedules A+ B: $1,030,673.75 ft Q Revised 6/12/18 Contract Nos. 3904 and 5503 Page 15 of 127 DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS SEWER AND WATER PIPELINE REPLACEMENT PROGRAM-VALLEY STREET AND FOXTAIL LOOP CONTRACT NOS. 3904 AND 5503 The Bidder certifies that it has used the sub-bid of the following listed su bcontractors in preparing this bid for th e Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contract Code, "Subletti ng and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid, or in the case of bids or offers for construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousa nd 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. Portion of Work SUBCONTRACTOR'S BID ITEMS Subcontractor Name and Location of Business Phone No. and Email Address DIR Registration No. Subcontractor's License No. and Classification* Amount of Work by Subcontractor in Dollars* Page __ of __ pages of this Subcontractor Designation form • Pursuant to section 4104 (a)(3)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids." ,., •;;' Revised 6/12/18 Contract Nos. 3904 and 5503 Page 16 of 127 Bond No. 30209284 Premium is included with the performance bond LABOR AND MATERIALS BOND WHEREAS, the City Council of the City of Carlsbad located in the State of California has awarded to Basile Construction, Inc. (hereinafter designated as the "Principal"), a Contract for: SEWER AND WATER PIPELINE REPLACEMENT PROGRAM -VALLEY STREET AND FOXTAIL LOOP CONTRACT NOS. 3904 AND 5503 in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon or about the performance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, WE, Basile Construction, Inc. as Principal, (hereinafter designated as the "Contractor"), and Western Surety Company as Surety, are held firmly bound unto the City of Carlsbad in the sum One MiUion Thirty Thousand Six Hundred Seventy Three and 75/100ths Dollars ($1,030,673.75). 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 9100, or for amounts due under the Unemployment Insurance Code with respect to the work or labor performed under this Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to section 13020 of the Unemployment Insurance Code with respect to the work and labor, that the Surety will pay for the same, and, also, in case suit ls brought upon the bond, reasonable attorney's fees, to be fixed by the court consistent with California Civil Code section 9554. This bond shall inure to the benefit of any of the persons named in California Civil Code section 9100, so as to give a right of action to those persons or their assigns in any suit brought upon the bond. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed hereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. 0 Revised 6/12/18 Contract Nos. 3904 and 5503 Page 17 of 127 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. SIGNED AND SEALED, this __ 1_2_th ___ day of ____ A..:.p_ril ______ , 20_2_4_ Basile Construction, Inc. (SEAL) ~rincipal) By:{,~- (Signature) Western Surety Company ~fy) By: ) (Signature) Allen Basile, President Lisa Sayno, Attorney-In-Fact (Print Name & Title) (Print Name & Title) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY -ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City Att ft Q Revised 6/12/18 Contract Nos. 3904 and 5503 Page 18 of 127 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 8808Q0l):I) 0 0 9:0 0 011:[18()080( J [) 01 88110:0011:1..: § B 3 000080:0081 I 6 ma II 100 J ]ICI 1:11:00:0 em Bl 10:8 TI J [MI '80000000 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 ~ D Vo On &ff,\ l\p,Z-<>k:-1: beforeme,l~~og,,4,l~N2~~1,~ Date oe ,_,,.. A ,, ,.,. Her~ ame and Title of the Officer personally appeared re ~v vf7 \ ~')l-(' Name(s/ of Signef(s) ---------==---- ------------- ......,_ =-= who proved to me on the basis of satisfactory evidence to be the person(~ whose name~)@/are subscribed to the within instrument and acknowledged to me that~/she/they executed the same in~/her/their authorized capacity(i~). and that by~her/their signature(s,r on the instrument the person~. or the entity upon behalf of which the person(s) acted, executed the instrument. MUG ll0DNGI IEZ-CM.DBION COMM. ftffll11 fa WOT#ffl'Ua.lC •CALlfOIIINIA• MN CIIIGO COUNTY - 0 IYCM.!"!'~!'8:7 ( Place Notary Seal and/or Stamp 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. OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ___________________________ _ Document Date: _____________________ Number of Pages: ____ _ Signer(s) Other Than Named Above: _______________________ _ Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: o Corporate Officer -Title(s): ______ _ o Corporate Officer -Title(s): _______ _ o Partner -o Limited o General o Partner -o Limited o General o Individual o Attorney in Fact o Individual o Attorney in Fact o Trustee o Guardian or Conservator o Trustee o Guardian or Conservator o Other: D Other: Signer is Representing: _________ _ Signer is Representing: _________ _ OODl.lJ •• IA00:0 0:0 B 01 • pl] J ffl08I IIJ00B 1188808III -=t Ill p!f.l D [)"0:0 I m 1:1 coo:O:Q:OIJIJOOOII 1,1 ~a II 0890CO:o OU:0Ul01l80:I~ I ECO ©2019 National Notary Association Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Present,, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Jeffrey W. Cavignac, James P Schabarum U, Jase Hamilton, Lisa Cruz, Oliver Craig, Lisa Sayno, Judith Samuel, Individually of San Diego, CA, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature -In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pwsuant to the authority hereby given, arc hereby ratified and confinned. This Power of Attorney is made and executed pursuant to and by authority of the Authorizing By-Laws and Resolutions printed at the bottom of this page, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 10th day of January, 2024. WESTERN SURETY COMPANY State of South Dakota County of Minnehaha } ss On this 10th day of January, 2024, before me personally came Larry Kasten, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of WESTERN SURETY COMP ANY described in and which executed the above instrument; that Ile knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pwsuant to like authority, and acknowledges same to be the act and deed of said corporation . My commission expires March 2, 2026 ......... ~~...._.... .... _... f@f M.BENT I N01'AR't' PUILIC~J ' IOUTHDAKOl"A~ .................................................. CERTIFICATE M. Bent, Notary Public I, L. Nelson, Assistant Secretary of WESTERN SURETY COMP ANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By-Law and Resolutions of the corporation printed below this certificate are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 12th day of April, 2024. i!!Etr f~o~ '~it WESTERN er Authorizing By-Laws and Resolutions ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authorily of the following By-Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. This Power of Attorney is signed by Larry Kasten, Vice President, who has been authorized pwsuant to the above Bylaw to execute power of attorneys on behalf of Western Surety Company. This Power of Attorney may be signed by digital signature and sealed by a digital or otherwise electronic-formatted corporate seal under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 27"'-day of April, 2022: "RESOLVED: That it is in the best interest of the Company to periodically ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use of a digital or otherwise electronic-formatted corporate seal, each to be considered the act and deed of the Company." Go to www.cnasurety.com >Owner/ Obligce Services> Validate Bond Coverage, if you want to verify bond authenticity. Form F.C280-6-2023 ~NA SURETY Digital Seal Authority and Enforceability This communication is being provided on behalf of all CNA Surety companies, including Western Surety Company, Continental Casualty Company, The Continental Insurance Company, American Casualty Company of Reading, Pennsylvania, and National Fire Insurance Company of Hartford (collectively and individually referred to as "CNA Surety"). The use ofan electronic image of the corporate seal of any CNA Surety company (the "Digital Seal") and the attachment of the Digital Seal to any surety bond issued by a CNA Surety company is authorized. Each CNA Surety company acknowledges and agrees that the Digital Seal may be affixed to any CNA Surety bond and relied upon to the same extent as if a raised corporate seal were physically attached to the bond. Delivery of a digital copy of this Digital Seal Authority and Enforceability notice, executed electronically, to an Obligee or Obligee's representative sha11 constitute effective execution and delivery of this notice and shall have the same legal effect as delivery of a tangible original of the notice with my original "wet" signature. In Witness Whereof, this has been executed by the Vice President and Surety General Counsel for each of the CNA Surety companies. Dated this 31st day of March, 2020. Rosemary Quinn Vice President and Surety General Counsel on behalf of Western Surety Company The Continental Insurance Company Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania CALIFORNIA ALL-PURPOSE CERTIFICATE OF 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 APR ·12 2024. before me, Judith Samuel, Notary Public -----------(Here insert name and title of the officer) personally appeared _L_is_a_S_ay._n_o __________________ _ who proved to me on the basis of satisfactory evidence to be the person(s-) whose name(-s-)@are subscribed to the within instrument and acknowledged to me that he,@they executed the same in hi~their authorized capacity(ies), and that by his~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. ! e ·--•W•·. JUDITH SAMUEL I WITNESS my hand and official seal. ~-,_Nota~P,bUcSeal) 1i: :' •. Commission No. 2452311 ~ ~ NOTARY PUBLIC· CALIFORNIA ] / SAN DIEGO COUNTY ~ ! Commiss10n Expires July 4, 2027 ~ INSTRUCTIONS FOR COMPLETING THIS FORM ADDITIONAL OPTIONAL INFORMATION This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed, should be completed and auached to the document. Acknowledgments from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California nota,y law. (Title or description of attached document) (Title or description of attached document continued) Number of Pages __ Document Date ___ _ CAPACITY CLAIMED BY THE SIGNER D Individual (s) D Corporate Officer (Title) D Partner(s) D Attorney-in-Fact □ Trustee(s) □ Other __________ _ 2015 Version www NotaryClasses com 800-873-9865 • State and County infonnation must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural fonns by crossing off incorrect fonns (i.e. he/she/lftey;-is /are) or circling the correct fonns. Failure to correctly indicate this infonnation may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area pennits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. ❖ Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a di fTerent document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple. Bond No. 30209284 Premium: $10,245.00 Premium is for Contract Term and is subject to adjustment based on the Final Contract Price FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City Council of the City of Carlsbad, State of California has awarded to Basile Construction, Inc. (hereinafter designated as the "Principal"), a Contract for: SEWER AND WATER PIPELINE REPLACEMENT PROGRAM -VALLEY STREET AND FOXTAIL LOOP CONTRACT NOS. 3904 AND 5503 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, Basile Construction, Inc. as Principal, (hereinafter designated as the "Contractor''), and Western Surety Company as Surety, are held firmly bound unto the City of Carlsbad in the sum One Million Thirty Thousand Six Hundred Seventy Three and 75/100ths Dollars {$1,030,673.75), said sum being an amount equal to: One hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the Contract and any alteration thereof made as therein provided on their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, Including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed there under or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. ft Q Revised 6/12/18 Contract Nos. 3904 and 5503 Page 19 of 127 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. SIGNED AND SEALED, this __ 1;.;;;;2:.;;.;th;.__ __ day of __ __.;..A .. pn;.;.;.·I ______ , 20 24 Western Surety Company (Surety) By~[' (lgliiffure) Allen Basile, President Lisa Sayno, Attorney-In-Fact (Print Name & Title) (Print Name & Title) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY -ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City Att 0 Revised 6/12/18 Contract Nos. 3904 and 5503 Page 20 of 127 ~ern Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Meo By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seat herein affixed hereby make, constitute and appoint Jeffrey W. Cavlgnac, James P Schabarum ll, Jase Hamilton, Lisa Cruz, Oliver Craig, Lisa Sayno, Judith Samuel, Individually of San Diego, CA, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seat and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature -In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authoriud officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the Authorizing By-Laws and Resolutions printed at the bottom of this page, duly adopted, as indicated, by the shareholders of the corporation. la Wltneu Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 10th day of January, 2024. State of South Dakota County of Minnehaha } ss WESTERN SURETY COMPANY 0. /4,t.;.. 7 Larry Kasten, Vice President On this t 0th day of January, 2024, before me personally came Larry Kasten, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that --e knows the seal of said corporation; lhat the seal affixed to the said instrument is S11ch corporate seat; that it was so affixed pursuant to authority given by the Board of irectors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation • My commission expires March 2, 2026 ....... ,-. ...................... ~ ......... l M.BENT ®I J~NOTARY ,UIUC f\llflt/lOUTH DAJ«m ................................. ._ .... ...._.. ... M. Bent, Notary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMP ANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By-Law and Resolutions of the corporation printed below this certificate are still in three. In testimony whereof! have hereunto subscribed my name and affixed the seal of the said corporation this 12th day of April, 2024. ~tr.,. r/i~o;o~ ' ~f:,._.:,J, ~~ Authorizing By-Laws and Resolutions ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority oflhe following By-Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authoriu. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. This Power of Attorney is signed by Larry Kasten, Vice President, who has been authoriud pursuant to the above Bylaw to execute power of attorneys on behalf of Western Surety Company. !'his Power of Attorney may be signed by digital signature and sealed by a digital or otherwise electronic-formatted corporate seal under and by the authority of the ollowing Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 27'1' day of April, 2022: "RESOLVED: That it is in the best interest of the Company to periodically ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use ofa digital or otherwise electronic-formatted corporate seal, each to be considered the act and deed of the Company." Go to www.cnasurety.com >Owner/ Obllgee Services> Validate Bond Coverage, If you want to verify bond authenticity. Fonn F428().6.2023 ~NA SURETY Digital Seal Authority and Enforceability This communication is being provided on behalf of all CNA Surety companies, including Western Surety Company, Continental Casualty Company, The Continental Insurance Company, American Casualty Company of Reading, Pennsylvania, and National Fire Insurance Company of Hartford (collectively and individually referred to as "CNA Surety"). The use of an electronic image of the corporate seal of any CNA Surety company (the "Digital Seal") and the attachment of the Digital Seal to any surety bond issued by a CNA Surety company is authorized. Each CNA Surety company acknowledges and agrees that the Digital Seal may be affixed to any CNA Surety bond and relied upon to the same extent as if a raised corporate seal were physically attached to the bond. Delivery of a digital copy of this Digital Seal Authority and Enforceability notice, executed electronically, to an Obligee or Obligee's representative shall constitute effective execution and delivery of this notice and shall have the same legal effect as delivery of a tangible original of the notice with my original ''wet'' signature. In Witness Whereof, this has been executed by the Vice President and Surety General Counsel for each of the CNA Surety companies. Dated this 31st day of March, 2020. ~~ Rosemary Quinn Vice President and Surety General Counsel on behalf of Western Surety Company The Continental Insurance Company Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania CALIFORNIA ALL-PURPOSE CERTIFICATE OF 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 'APR 2024 before me,------.,...;....~~.....__~~~~~---- personally appeared _L_is_a_S_a-'y.._n_o __________________ _ who proved to me on the basis of satisfactory evidence to be the person(-s-) whose name(-s-)@are subscribed to the within instrument and acknowledged to me that hei@they executed the same in his(@J)'their authorized capacity(ies), and that by his@'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. rf)·""'··· JUDITH SAMUEL Mt my hand and official seal. 0: •. , • Commission No. 2452311 > ~ NOTARY PUBLIC· CALIFORNIA i ~ • SAN DIEGO COUNTY -t Commission Expires July 4, 2027 J (Notary Public Seal) INSTRUCTIONS FOR COMPLETING THIS FORM ADDITIONAL OPTIONAL IN FORMATION This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT (TiUe or description of attached document) (Title or description of attached document continued) Number of Pages __ Document Date ___ _ CAPACITY CLAIMED BY THE SIGNER D Individual (s) D Corporate Officer (Title) D Partner(s) D Attorney-in-Fact □ Trustee(s) □ Other _________ _ 2015 Version www NotaryClasses com 800-873-9865 if needetl, should be completed and al/ached to the document. Acknowledgments from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. • Stale and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect fonns (i.e. l!e/she/lAey;-is /are) or circling the correct fonns. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area pennits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. ❖ Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the Litle (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple. CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 ffl 11 IHl808(aJ80008080:€1 HOCO :0001 !:0:81 t8CO D D Jt0:0:80808000800:IJCI 1:03100 8 0:01 I 0:1 IOcO■o [)00000:tl IIJ:H8008fl 188 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 Califo~ } County of Ll 19° PY?()\ \.~p ~ before me, Date 1 ~6:\~~1-~I~ N;>t;;?-,~P--&r.-, 12-~ /\ ~e !MertNkfea,;d Title of the b mcer On personally appeared --------'-rc_____;;--7_ v __ ,_--t"_._..c.~.,.,c..,::....,,S..._1 _k _______________ _ Name(/) of Signer(1) who proved to me on the basis of satisfactory evidence to be the person(f ) whose namef-,)@'are subscribed to the within instrument and acknowledged to me tha~/she/they executed the same in ~/her/their authorized capacity(i~). and that by~/her/their signature~) on the instrument the person'8'), or the entity upon behalf of which the person'8') acted, executed the instrument. KAIi.A G IIOORlGUEZ-CALDERON COMM. #24neu, en NOTARY PUBLIC • CALIFORNIA :iC SAN DIEGO COUNTY ] ~COMll~~BER!·~ l Place Notary Seal and/or Stamp 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 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: o Corporate Officer -Title(s): ______ _ □ Partner -o Limited □ General D Individual D Trustee D Other: o Attorney in Fa ct □ Guardian or Conservator Signer is Representing: _________ _ Signer's Name: D Corporate Officer -Title(s): ______ _ o Partner -D Limited o General o Individual □ Attorney in Fact □ Trustee □ Guardian or Conservator D Other: Signer is Representing: _________ _ Offl]:tJOOa 11 IRO 1:1 a 18811)88088:tJO:(J:8 B ()18888880IJlffl0:0860a COO,a 1:11:1110:11:8 I 1100:ooi CUO'llfflOOB:818 BOO~ ©2019 National Notary Association OPTIONAL ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and __________________________ , whose address is hereinafter called "Contractor" and ______________________ , whose address is hereinafter called "Escrow Agent." For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows: 1. Pursuant to section 22300 of the Public Contract Code of the State of California, the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings required to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for: SEWER AND WATER PIPELINE REPLACEMENT PROGRAM-VALLEY STREET AND FOXTAIL LOOP CONTRACT NOS. 3904 AND 5503 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. Contract Nos. 3904 and 5503 Page 21 of 127 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 1635 Faraday Avenue, Carlsbad, CA 92008 For Contractor: Title ________________ _ Name ---------------- Signature ______________ _ Address _______________ _ For Escrow Agent: Title ________________ _ Name ---------------- Signature ______________ _ Address ______________ _ ft Q Revised 6/12/18 Contract Nos. 3904 and 5503 Page 22 of 127 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. IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. For City: Title. _____ ___:.:Mc:..:.A...:..Y.:....:O:::.;R'--'--------- Name _______________ _ Signature ______________ _ Address 1200 Carlsbad Village Drive, Carlsbad, CA 92008 For Contractor: Title. ________________ _ Name _______________ _ Signature ______________ _ Address _______________ _ For Escrow Agent: Title ________________ _ Name _______________ _ Signature ______________ _ Address _______________ _ ft Q Revised 6/12/18 Contract Nos. 3904 and 5503 Page 23 of 127 FLEET COMPLIANCE CERTIFICATION. Bidder hereby acknowledges that they have reviewed the CARB's policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the "Regulation"). Bidder hereby certifies, subject to the penalty of perjury, that the option checked below relating to the Bidder's fleet, and/or that of their subcontractor(s) ("Fleet") is true and correct: i){ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. □ The Fleet is exempt from the Regulation under Section 2449.1 (f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto. □ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to Section 2449.1 (f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e., third party correspondence or vendor bids). □ The Fleet is exempt from the requirements of the Regulation pursuant to Section 2449(i)(4) because this Project has been deemed an "emergency", as that term is defined in Section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to Section 2449(i)( 4 ). □ The Fleet does not fall under the Regulation or are otherwise exempt and a detailed reasoning is attached to this certification. Name of Bidder: 1?J\S \ l.K"" ~C\l~t\) ,:INL.,, Signature: ~ ~ ::> Au_ -t: N <t, t'\"S \ Lf> Name: ----- Title: Date: City Attorney Approved Version 12/14/2023 1/24/24, 6:01 PM D... CALIFORNIA f"--iTh AIIII •tsOUltC.fS IOAJIO DOORS -Compliance Snapshot Calendars I A-Z Index I DOORS Home f Message Center f Other Tools I i e-ROAR I Hi Chris, I Log Out J I Owner lnfonnation 11 Vehicle & Engine I~ I Compliance Snapshot j I Engine Repower 11 Low-Use 11 Agricultural 11 Vehicle Funding 11 Non Standard Engine 11 Non Diesel Engine 11 Long-Term Rental I DOORS ID: 7675 Company Name: BASCON ENTERPRISES Fleet Type: Off-Road Diesel DOORS Disclaimer Fleet Compliance Snapshot As of Today (January 24, 2024) v I Refresh Fleet Data i Your fleet, as currently reported, has met the off-road regulation performance requirements through the January 1, 2026 compliance date. Please see the Compliance Summary table below for details. •This determination is based on the make up of your CURRENT fleet in DOORS, which includes age and horsepower of engines, retrofits (if any), vehicles sold {credits, if any), eJCempt vehicles such as Low-Usa (if any), subffeets (if any), and other credits (If any). Current Fleet Statistics Fleet Size: Large Number of Vehicles: In Fleet Average: 41 Low-Use: 0 Exempt Not Low-Use: 0 Vehicles in Funding Contracts: 0 Vehicles in Fleet: 41 Horsepower (in fleet average): 6,811 Total Fleet Horsepower: 6,811 First Compliance Date: January 1, 2014 ••• Total family horsepower is the sum of the horsepower of any parent company, subsidiary, or other fleet related to the current fleet. Click the "Show Fleet Family" option button on the reporting home page for more information. Fleet Target and Average Emission Rates (g/bhp-hr) January 1, Year 2014 2015 2016 2017 2018 201 9 2020 2021 2022 2023 Target na 5.9 na 4.9 4.3 3.7 3.0 2.4 1.9 1.5 Average na 5.6 na 4.2 3.5 3.3 2.0 1.5 1.4 1.3 Beyond 2023, Fleet Target Rates will no longer decrease each year, but w,11 still be recalculated using the flnal year target values to account for changes in fleet composition. Requirements Your Current Fleet Average: 1.3 2024 1.5 1.3 To be In compliance each year, the neel average must be lower than or equal to the Reel target, OR the Reet must meet the required BACT amount. For more lnfonnation, please see the FAQs on Fleet Averoge and BACT. Compliance Summary Compliance Date Begin Credit Credit Use/Expired End Credit In Compliance? Compliance Method BACT Requirement 2014-01-01 0 0 0 na na na 2015-01-01 71 0 71 yes met fleet average na 2016-01-01 71 0 71 na na na 2017-01-01 377 0 377 yes met fleet average na 2018-01-01 377 0 377 yes met fleet average na 2019-01-01 377 0 377 yes met fleet average na 2020-01-01 377 0 377 yes met fleet average na 2021-01-01 2,584 0 2,584 yes met fleet average na 2022-01-01 2,724 0 2,724 yes met fleet average na https://ssl.arb.ca.gov/ssldoors/doors_reporting/perm/compliance_snapshot.php 1/2 1/24/24, 6:01 PM DOORS -Compliance Snapshot 2023-01-01' 2,724 0 2,724 yes met fleet average na All existing BACT credits expire after the 1/1/2023 compliance date. 2024-01-01 248 0 248 yes met fleet average na 2025-01-01 248 0 248 yes met fleet average na 2026-01-01 248 0 248 yes met fleet average na Recent Year Fleet Size Year 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 Fleet Size Large Large Medium Large Large Large Large Large Large Large Large -View Snapshot Galculatlon Detail -View SOid Vehkles With No Credit -The Eorly Credit FAQ provides an explanation of tho earty c,edits (which are e<edlts 2H9.1(b)13-18), and shows example calculatlons. ff you have questions about this page, please contact ARB at doors@arb.ca.gov or call 1(877) 59-DOORS, Back to Top I All ARB Contacts I A-Z Index https://ssl.arb.ca.gov/ssldoors/doors_reporting/perm/compliance_snapshot.php 2/2 Graham Jordan From: Sent: To: Cc: Subject: Attachments: Dan Mason <Dan@basile-dig.com> Tuesday, April 23, 2024 7:47 AM Graham Jordan Roger Coburn RE: Notice of Intent to Award -Sewer and Water Pipeline Replacement Program -Valley Street and Foxtail Loop -Contract Nos. 3904 & 5503 -PWS24-2335UTIL LO1320.pdf; TH958.pdf Graham, Basile Construction does not own equipment and rents it from Bascon Enterprises. Bascon Enterprises has the same ownership group as Basile Construction and only rents equipment to Basile Construction. I have attached a copy of 2 lease agreements for an excavator and loader as an example. That is why we submitted CARB Paperwork for Bascon Enterprises and not Basile Construction. Give me a call with any issues and let me know if we need revise the CARB compliance document. Thanks Dan Mason Basile Construction 7952 Armour Street San Diego, CA 92111 Phone: 858-586-7800 Cell: 619-756-3113 From: Graham Jordan <graham.jordan@carlsbadca.gov> Sent: Monday, April 22, 2024 11:38 AM To: Dan Mason <Dan@basile-dig.com> Cc: Roger Coburn <RogerC@basile-dig.com> Subject: RE: Notice of Intent to Award -Sewer and Water Pipeline Replacement Program -Valley Street and Foxtail Loop -Contract Nos. 3904 & 5503 -PWS24-2335UTIL Dan, The attached is for Bascon Enterprises, not Basile Construction. Graham C_cityof Carlsbad Graham Jordan Contract Administrator City of Carlsbad 1635 Faraday Ave Carlsbad CA 92008 www.carlsbadca.gov P: 442-339-2462 M: 442-224-8938 E: Graham.Jordan@carlsbadca.gov ~ Please consider the environment before printing this e-mail From: Dan Mason <Dan@basile-dig.com> Sent: Friday, April 19, 2024 3:44 PM To: Graham Jordan <graham.jordan@carlsbadca.gov> Cc: Roger Coburn <RogerC@basile-dig.com> Subject: FW: Notice of Intent to Award -Sewer and Water Pipeline Replacement Program -Valley Street and Foxtail Loop -Contract Nos. 3904 & 5503 -PWS24-2335UTIL Graham, Basile will be complaint with the CARB requirement. See attached. Thanks Dan Mason Basile Construction 7952 Armour Street San Diego, CA 92111 Phone: 858-586-7800 Cell: 619-756-3113 From: Roger Coburn <RogerC@basile-dig.com> Sent: Thursday, April 18, 2024 4:30 PM To: Dan Mason <Dan@basile-dig.com> Subject: FW: Notice of Intent to Award -Sewer and Water Pipeline Replacement Program -Valley Street and Foxtail Loop -Contract Nos. 3904 & 5503 -PWS24-2335UTIL From: Graham Jordan <Graham.Jordan@carlsbadca.gov> Sent: Thursday, April 18, 2024 4:28 PM To: Roger Coburn <RogerC@basile-dig.com> Cc: Aaron Murphy <aaron@basile-dig.com>; Dave Palmer <Dave@basile-dig.com> Subject: RE: Notice of Intent to Award -Sewer and Water Pipeline Replacement Program -Valley Street and Foxtail Loop -Contract Nos. 3904 & 5503 -PWS24-2335UTIL Roger, I received the contract docs. Thank you. There is one small issue. Please see attached. It is signed and I can fill in the additional information if you tell me the signatory is. Also, none of the boxes were checked. Can you tell me which box to check and provide the information requested? Graham ( City of Carlsbad 2 Graham Jordan Contract Administrat or City of Carlsbad 1635 Faraday Ave Carlsbad CA 92008 www.carlsbadca.gov P: 442-339-2462 M: 442-224-8938 E: Graham.Jordan@carlsbadca.gov J.J Please consider the environment before printing this e-mail From: Graham Jordan Sent: Monday, April 1, 2024 5:08 PM To: rogerc@basile-dig.com Cc: aaron@basile-dig.com; dave@basile-dig.com; Daniel Zimny <Daniel.Zimny@carlsbadca.gov>; Dave Padilla <Dave.Padilla@carlsbadca.gov>; Emily Hasegawa <Emily.Hasegawa@carlsbadca.gov>; Scott Workman <scott.workman@carlsbadca.gov>; Jennifer Chapman <Jennifer.Chapman@carlsbadca.gov>; Kim Mccary <Kim . McCa ry@ca rlsbadca .gov>; Pat Downie <Pat. Down ie@ca rlsbadca .gov> Subject: Notice of Intent to Award -Sewer and Water Pipeline Replacement Program -Valley Street and Foxtail Loop - Contract Nos. 3904 & 5503 -PWS24-2335UTIL Dear Roger, The City of Carlsbad/Carlsbad Municipal Water District hereby presents Basile Construction, Inc. with the Notice of Intent to Award of the subject contract. Please see attached letter. Attached is the above referenced document for your review, approval and signature execution. Do not print all the pages, I only need the following pages printed and filled out/signed and returned back to me: 1. Required: Sign in blue ink on page 12 -as noted. 2. Required: Signatories must also initial in blue ink on page 10 -as noted. 3. Required: Fill out Subcontractors Designation form as required. If no subcontractors will be used, please mark, "NONE". 4. Required: Please execute Labor & Materials Bond as required. 5. Required: Please execute Faithful Performance Bond as required. 6. Required: DIR Identification of Worker Types (attached) . • 7. Required: Appendix F-CARB Certification. Please check the applicable box, sign and return with the contract. 8. Required: Insurance certificate(s) and endorsement naming the City as additional insured. The City of Carlsbad recently entered into an agreement with EXIGIS, LLC who will provide certificates of insurance compliance management services for the city. You will be contacted by EXIGIS directly for insurance compliance. 9. City of Carlsbad Business License is current and on file with the agency. Return the original, wet-signature document to my attention at the address listed below. Please let me know if you have any questions. 3 Graham Jordan { City of Carlsbad Gra ham Jordan Contract Administrator City of Carlsbad 1635 Faraday Ave Carlsbad CA 92008 www.carlsbadca.gov P: 760-602-2462 F: 760-602-8562 E: Graham.Jordan@carlsbadca.gov ~ Please consider the environment before printing this e-mail 4 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 24 of 127 GENERAL PROVISIONS FOR SEWER AND WATER PIPELINE REPLACEMENT PROGRAM – VALLEY STREET AND FOXTAIL LOOP CONTRACT NOS. 3904 AND 5503 CITY OF CARLSBAD BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1, GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 1-1 TERMS. Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 1-1.1 Reference to Drawings. Where words “shown”, “indicated”, “detailed”, “noted”, “scheduled”, or words of similar import are used, it shall be understood that reference is made to the plans accompanying these provisions, unless stated otherwise. 1-1.2 Directions. Where words “directed”, “designated”, “selected”, or words of similar import are used, it shall be understood that the direction, designation or selection of the Engineer is intended, unless stated otherwise. The word “required” and words of similar import shall be understood to mean “as required to properly complete the work as required and as approved by the Engineer,” unless stated otherwise. 1-1.3 Equals and Approvals. Where the words “equal”, “approved equal”, “equivalent”, and such words of similar import are used, it shall be understood such words are followed by the expression “in the opinion of the Engineer”, unless otherwise stated. Where the words “approved”, “approval”, “acceptance”, or words of similar import are used, it shall be understood that the approval, acceptance, or similar import of the Engineer is intended. 1-1.4 Perform. The word “perform” shall be understood to mean that the Contractor, at its expense, shall perform all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete and in-place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation. 1-2 DEFINITIONS. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. .,.~ \.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 25 of 127 Addendum – Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bulletins and all other types of written notices issued to potential bidders prior to opening of Bids. Agency – The City of Carlsbad, California and/or the Carlsbad Municipal Water District. Agreement – See Contract. Assessment Act Contract – A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County. Average Sound Level – The level, in decibels, of the mean-square A-weighted sound pressure during a stated time period, with reference to the square of the standard reference sound pressure of 20 micropascals. The "average sound level" is equivalent to the industry standard Leq. See Equivalent Continuous Sound Level. Base – A layer of specified material of planned thickness placed immediately below the pavement or surfacing. Bid – The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work. Bidder – Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative. Board – The officer or body constituting the awarding authority of the Agency, which is the City Council for the City of Carlsbad or the Board of Directors of Carlsbad Municipal Water District. Bond – Bid, performance, and payment bond or other instrument of security. Caltrans – The State of California, Department of Transportation. Cash Contract – A Contract financed by means other than special assessments. Certificate of Compliance – A written document signed and submitted by a supplier or manufacturer that certifies that the material or assembled material supplied to the Work site conforms to the requirements of the Contract Documents. Change Order – A written order to the Contractor signed by the Agency directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not also be signed by the Contractor. Code – The terms Government Code, Labor Code, etc., refer to codes of the State of California. Construction Manager– the Project Inspector’s immediate supervisor and first level of appeal for informal dispute resolution. Contract – The written agreement between the Agency and the Contractor covering the Work. .,.~ \.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 26 of 127 Contract Documents – Including but not limited to; the Contract, any Addendum (which pertain to the Contract Documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions, permits, the Technical Specifications, the Supplemental Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract. Contractor – The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the Agency to perform the Work. In the case of work being done under permit issued by the Agency, the permittee shall be constructed to be the Contractor. The term “prime contractor” shall mean Contractor. Contract Time - The number of Working Days to complete the Work as specified in the Contract Documents. Contract Price – The total amount of money for which the Contract is awarded. Contract Unit Price – The amount stated in the Bid for a single unit of an item of work. County Sealer – The Sealer of Weights and Measures of the county in which the Contract is let. Critical Path – In the construction schedule, the sequence of activities that represents the longest path through the Project network of activities and the shortest possible Project duration. Days – Days shall mean consecutive calendar’s days unless otherwise specified. Decibel – A unit for measuring the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure, which is 20 micropascals. Defective Work - Work that does not conform to the requirements of the Contract Documents. Deputy City Engineer – The Engineering Manager of the Construction Management & Inspection Department, the Construction Manager’s immediate supervisor and the Engineer’s designated representative. The Deputy City Engineer is the second level of appeal for informal dispute resolution. Dispute Board – Persons designated by the City Manager of the City of Carlsbad or Executive Manager of the Carlsbad Municipal Water District, to hear and advise the City Manager on claims submitted by the Contractor. The City Manager for the City of Carlsbad or the Executive Manager for the Carlsbad Municipal Water District is the last appeal level for informal dispute resolution. Disputed Work – Work in which the Agency and the Contractor are in disagreement. Electrolier – Street light assembly complete, including foundation, standard, luminaire arm, luminaire, etc. Engineer – The City Engineer of the City of Carlsbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution. .,.~ \.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 27 of 127 Engineer of Record/Design Engineer – A registered professional engineer licensed in the State of California who is qualified to act as an agent of a project owner or to prepare plans for facilities to be accepted by the City of Carlsbad. The term includes persons licensed in the State of California as Civil Engineers or Structural Engineers. Equivalent Continuous Sound Level (Leq) – The average sound level which, over a given period of time, has the same total energy as the fluctuating noise and is also known as the time- average sound level. Extra Work – New or unforeseen work not covered by a Contract Unit Price or Stipulated Unit Price. Float – The number of days by which an activity in the construction schedule may be delayed from either its earliest start date or earliest completion date without extending the Contract Time (total float). Total float belongs to the Project and to any Party to accommodate changes in the Work or to mitigate the effect of events which may delay completion. Holiday – Holidays and the days observed are listed below. If a holiday falls on a Saturday, the holiday is observed on the preceding Friday. If the holiday falls on a Sunday, it is observed the following Monday. Unless specified otherwise in the Contract Documents or authorized by the Engineer, do not work on holidays. New Year’s Day January 1 Martin Luther King Day 3rd Monday in January Presidents’ Day 3rd Monday in February Memorial Day Last Monday in May Independence Day July 4 Labor Day 1st Monday in September Indigenous People’s Day 2nd Monday in October Veteran’s Day November 11 Thanksgiving Day 4th Thursday in November Thanksgiving Friday Day after Thanksgiving Christmas Day December 25 House Connection Sewer – A sewer, within a public street or right-of-way, proposed to connect any parcel, lot, or part of a lot with a mainline sewer. House Sewer – A sewer, wholly within private property, proposed to connect any building to a house connection sewer. Luminaire – The lamp housing including the optical and socket assemblies (and ballast if so specified). Luminaire Arm – The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire. Minor Bid Item – a single contract item constituting less than 10 percent (10%) of the original Contract Price bid. Modification – Includes Change Orders and Supplemental Agreements. A Modification may only be used after the effective date of the Contract. .,.~ \.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 28 of 127 Night Work – See Working Night. Notice of Award – The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract. Notice to Proceed – A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start. Own Organization - When used in Sections 2-3.1 and 2-3.2 – Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further, such employees have their employment taxes, State disability insurance payments, State and Federal income taxes paid and administered, as applicable, by the Contractor. Further, “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 Sections 2-3.1 and 2-3.2. Person – Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity. Plans – The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Private Contract – Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency. Project Inspector – the Engineer’s designated representative for inspection, contract administration and first level for informal dispute resolution. Proposal – See Bid. Reference Specifications – Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date. Roadway – The portion of a street reserved for vehicular use. Service Connection – Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer. Sewer – Any conduit intended for the reception and transfer of sewage and fluid industrial waste. Shop Drawings – Drawings showing the details of manufactured or assembled products proposed to be incorporated into the Work. .,.~ \.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 29 of 127 Sound Level – The weighted sound pressure level obtained using a sound level meter and frequency weighting network as provided in the American National Standards Institute (ANSI) specifications for sound level meters. "Sound level" means the same as "noise level." Special Provisions – Revisions to the Standard Specifications setting forth conditions and requirements peculiar to the Work. Specifications – General Provisions, Standard Specifications, Technical Specifications, Reference Specifications, Supplemental Provisions, and specifications in Supplemental Agreements between the Contractor and the Board. Standard – The shaft or pole used to support street lighting luminaire, traffic signal heads, mast arms, etc. Standard Plans – Details of standard structures, devices, or instructions referred to on the Plans or in Specifications by title or number. Standard Specifications – The Standard Specifications for Public Works Construction (SSPWC), the “Greenbook”. State – State of California. Stipulated Unit Price – Unit prices established by the Agency in the Contract Documents. Storm Drain – Any conduit and appurtenances intended for the reception and transfer of storm water. Street – Any road, highway, parkway, freeway, alley, walk, or way. Subbase – A layer of specified material of planned thickness between a base and the subgrade. Subcontractor – An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work. Subgrade – For roadways, that portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of other material is placed. For structures, the soil prepared to support a structure. Supervision – Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision by the Agency shall not mean active and direct superintendence of details of the Work. Supplemental Agreement – A written amendment of the Contract Documents signed by both parties. Supplemental Provisions – See Special Provisions. Surety – Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred. .,.~ \.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 30 of 127 Tonne – Also referred to as “metric ton”. Represents a unit of measure in the International System of Units equal to 1,000 kilograms. Utility – Tracks, overhead or underground wires, pipelines, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or easement. Work – That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services. Working Drawings – Drawings showing the details not shown on the Plans which are required to be designed by the Contractor. Working Night – A period of night-time work, allowed only on Sunday through Thursday, excluding holidays. 1-3 ABBREVIATIONS. 1-3.1 General. The abbreviation herein, together with others in general use, are applicable to these Standard Specifications and to project Plans or other Contract Documents. All abbreviations and symbols used on Plans for structural steel construction shall conform to those given by the “Manual of Steel Construction” published by the American Institute of Steel Construction, Inc. 1-3.2 Common Usage Abbreviation Word or Words Abbreviation Word or Words ABAN .............................................................Abandon ABAND .......................................................Abandoned ABS ........................ Acrylonitrile – butadiene – styrene AC .................................................... Asphalt Concrete ACP ........................................... Asbestos cement pipe ACWS ..................... Asphalt concrete wearing surface ALT ................................................................Alternate APTS ................................. Apartment and Apartments AMER STD ................................... American Standard AWG ............... American Wire Gage (nonferrous wire) BC .................................................. Beginning of curve BCR ....................................... Beginning of curb return BDRY ............................................................Boundary BF ..................................................... Bottom of footing BLDG ........................................ Building and Buildings BM .............................................................. Benchmark BVC .................................... Beginning of vertical curve B/W ........................................................... Back of wall C/C ..................................................... Center to center CAB ...................................... Crushed aggregate base CAL/OSHA ............ California Occupational Safety and Health Administration CalTrans ....... California Department of Transportation CAP .................................... Corrugated aluminum pipe CB ............................................................. Catch Basin Cb ........................................................................ Curb CBP ............................... Catch Basin Connection Pipe CBR ....................................... California Bearing Ratio CCR ............................ California Code of Regulations CCTV ............................................... Closed Circuit TV CES .......................... Carlsbad Engineering Standards CF ................................................................ Curb face CF ................................................................ Cubic foot C&G .................................................... Curb and gutter CFR ................................ Code of Federal Regulations CFS ......................................... Cubic Feet per Second CIP ......................................................... Cast iron pipe CIPP ................................................ Cast-in place pipe CL ............................................. Clearance, center line CLF .................................................... Chain link fence CMB ............................... Crushed miscellaneous base CMC ......................................... Cement mortar-coated CML ............................................ Cement mortar-lined CMWD .................... Carlsbad Municipal Water District CO .................................................... Cleanout (Sewer) COL ..................................................................Column COMM ....................................................... Commercial CONC ........................................................... Concrete CONN ........................................................ Connection CONST .................................. Construct, Construction COORD ...................................................... Coordinate CSP ............................................ Corrugated steel pipe CSD ............................... Carlsbad Standard Drawings CTB ............................................ Cement treated base ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 31 of 127 CV ............................................................ Check valve CY ............................................................... Cubic yard D .............................................................. Load of pipe dB ................................................................... Decibels DBL .................................................................. Double DF ............................................................... Douglas fir DIA ................................................................ Diameter DIP ..................................................... Ductile iron pipe DL ................................................................Dead load DR ...................................................... Dimension Ratio DT .................................................................Drain Tile DWG ............................................................... Drawing DWY .............................................................. Driveway DWY APPR ................................... Driveway approach E ....................................................................... Electric EA ........................................................................ Each EC ............................................................ End of curve ECR ................................................ End of curb return EF ................................................................ Each face EG ......................................................... Edge of gutter EGL .................................................. Energy grade line EI ................................................................... Elevation ELC ..................................... Electrolier lighting conduit ELT ........................................................ Extra long ton ENGR ....................................... Engineer, Engineering EP ................................................... Edge of pavement ESMT ........................................................... Easement ETB .......................................... Emulsion-treated base EVC ............................................... End of vertical curb EWA ............................... Encina Wastewater Authority EXC ............................................................ Excavation EXP JT ................................................. Expansion joint EXST ............................................................... Existing F .................................................................. Fahrenheit F&C ................................................... Frame and cover F&I .................................................. Furnish and install FAB ............................................................... Fabricate FAS ............................................... Flashing arrow sign FD ............................................................... Floor drain FDN ............................................................ Foundation FED SPEC ................................. Federal Specification FG ........................................................ Finished grade FH ............................................................. Fire hydrant FL ................................................................... Flow line FS ...................................................... Finished surface FT-LB .........................................................Foot-pound FTG .................................................................. Footing FW ............................................................ Face of wall G ........................................................................... Gas GA ..................................................................... Gauge GAL ............................................... Gallon and Gallons GALV ......................................................... Galvanized GAR ........................................... Garage and Garages GIP .............................................. Galvanized iron pipe GL ........................................ Ground line or grade line GM .............................................................. Gas meter GNV ............................................... Ground Not Visible GP ..................................................................Guy pole GPM ................................................ gallons per minute GR ...................................................................... Grade GRTG ............................................................... Grating GSP ........................................... Galvanized steel pipe H ............................................................ High or height HB .................................................................. Hose bib HC ................................................... House connection HDWL ........................................................... Headwall HGL .............................................. Hydraulic grade line HORIZ .......................................................... Horizontal HP ............................................................. Horsepower HPG ................................................ High pressure gas HPS ................................ High pressure sodium (Light) HYDR ............................................................ Hydraulic IE ......................................................... Invert Elevation ID ........................................................ Inside diameter INCL ...............................................................Including INSP .............................................................Inspection INV ...................................................................... Invert IP .................................................................... Iron pipe JC ..................................................... Junction chamber JCT .................................................................Junction JS ..................................................... Junction structure JT ......................................................................... Joint L ........................................................................ Length LAB ............................................................. Laboratory LAT ................................................................... Lateral LB ...................................................................... Pound LD ..................................................... Local depression LF ................................................................ Linear foot LH ............................................................... Lamp hole LL ...................................................................Live load LOL .............................................................Layout line LONG ........................................................Longitudinal LP ................................................................ Lamp post LPS ................................. Low pressure sodium (Light) LS ................................................................ Lump sum LTS .................................................... Lime treated soil LWD ............................... Leucadia Wastewater District MAINT ..................................................... Maintenance MAX ............................................................. Maximum MCR ............................................ Middle of curb return MEAS ............................................................. Measure MH ................................... Manhole, maintenance hole MIL SPEC .................................... Military specification MISC ..................................................... Miscellaneous MOD ................................................... Modified, modify MON ............................................................ Monument MSL .. Mean Sea Level (Reg. Standard Drawing M-12) MTBM ......................... Microtunneling Boring Machine MULT ...............................................................Multiple MUTCD .....Manual on Uniform Traffic Control Devices MVL ............................................... Mercury vapor light NCTD .............................. North County Transit District NRCP .............................. Nonreinforced concrete pipe OBS ...............................................................Obsolete OC ................................................................ On center OD ..................................................... Outside diameter OE .............................................................. Outer edge OHE ................................................ Overhead Electric OMWD ................. Olivenhain Municipal Water District OPP ...............................................................Opposite ORIG ................................................................Original PB ................................................................... Pull box PC .................................................... Point of curvature PCC ....................... Portland cement concrete or point of compound curvature PCVC ....................... Point of compound vertical curve PE ........................................................... Polyethylene 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 32 of 127 PI .................................................. Point of intersection PL ............................................................. Property line PMB ............................ Processed miscellaneous base POC ...................................................... Point on curve POT .................................................... Point on tangent PP .............................................................. Power pole PRC .......................................... Point of reverse curve PRVC ............................ Point of reverse vertical curve PSI ......................................... Pounds per square inch PT .................................................... Point of tangency PVC .................................................. Polyvinyl chloride PVMT ........................................................... Pavement PVT R/W ....................................... Private right-of-way Q ........................ Rate of flow in cubic feet per second QUAD ....................................... Quadrangle, Quadrant R ....................................................................... Radius R&O ......................................................... Rock and oil R/W .......................................................... Right-of-way RA ...................................................... Recycling agent RAC ................................... Recycled asphalt concrete RAP ................................ Reclaimed asphalt pavement RBAC ............................. Rubberized asphalt concrete RC ................................................ Reinforced concrete RCB ...................................... Reinforced concrete box RCE ...................................... Registered civil engineer RCP ..................................... Reinforced concrete pipe RCV ........................................... Remote control valve REF ............................................................. Reference REINF ..............................Reinforced or reinforcement RES ...............................................................Reservoir RGE ........................ Registered geotechnical engineer ROW ....................................................... Right-of-Way RR ...................................................................Railroad RSE .............................. Registered structural engineer RTE .................................... Registered traffic engineer S .................................... Sewer or Slope, as applicable SCCP ............................... Steel cylinder concrete pipe SD ............................................................. Storm drain SDNR .............................. San Diego Northern Railway SDR ....... Standard thermoplastic pipe dimension ratio (ratio of pipe O.D. to minimum wall thickness) SDRSD ......... San Diego Regional Standard Drawings SE ...................................................... Sand Equivalent SEC .................................................................. Section SF ............................................................. Square foot SFM ................................................ Sewer Force Main SI ....................... International System of Units (Metric) SPEC ..................................................... Specifications SPPWC .......................................... Standard Plans for Public Works Construction SSPWC ............................. Standard Specifications for Public Works Construction ST HWY ................................................ State highway STA ................................................................... Station STD ............................................................... Standard STR ..................................................................Straight STR GR ................................................ Straight grade STRUC .......................................... Structural/Structure SW .................................................................Sidewalk SWD ...................................................... Sidewalk drain SY ............................................................ Square yard T .................................................................. Telephone TAN ................................................................. Tangent TC .............................................................. Top of curb TEL ............................................................. Telephone TF ........................................................... Top of footing TOPO ........................................................ Topography TR ........................................................................ Tract TRANS ......................................................... Transition TS ......................... Traffic signal or transition structure TSC ............................................. Traffic signal conduit TSS ........................................... Traffic signal standard TW ..............................................................Top of wall TYP .................................................................. Typical UE .............................................. Underground Electric USA .................................... Underground Service Alert VAR ..................................................... Varies, Variable VB ................................................................ Valve box VC .......................................................... Vertical curve VCP ................................................... Vitrified clay pipe VERT ............................................................... Vertical VOL .................................................................. Volume VWD ....................................... Vallecitos Water District W ........................ Water, Wider or Width, as applicable WATCH .............. Work Area Traffic Control Handbook WI ............................................................ Wrought iron WM ........................................................... Water meter WPJ .......................................... Weakened plane joint XCONN ............................................ Cross connection XSEC ..................................................... Cross section 1-3.3 Institutions. Abbreviation Word or Words AASHTO ............................. American Association of State Highway and Transportation Officials ACI .................................................................................................... American Concrete Institute AISC ...............................................................................American Institute of Steel Construction ANSI ................................................................................. American National Standards Institute AREA ........................................................................ American Railway Engineering Association ASME ........................................................................ American Society of Mechanical Engineers ASQ ................................................................................................. American Society for Quality ASTM ........................................................................ American Society for Testing and Materials AWPA ............................................................................ American Wood Preservers Association ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 33 of 127 AWS ................................................................................................... American Welding Society AWWA .................................................................................. American Water Works Association EEI ........................................................................................................... Edison Electric Institute EIA ...................................................................................................Electronic Industries Alliance EPA ......................................................................................... Environmental Protection Agency ETL ............................................................................................... Electrical Testing Laboratories FCC .................................................................................. Federal Communications Commission FHWA ......................................................................................... Federal Highway Administration GRI ............................................................................................ Geosynthetic Research Institute IEEE ................................................................... Institute of Electrical and Electronics Engineers IMSA ............................................................................International Municipal Signal Association ISSA ............................................................................ International Slurry Surfacing Association ITE ....................................................................................... Institute of Transportation Engineers NCHRP ........................................................... National Cooperative Highway Research Program NEMA .................................................................... National Electrical Manufacturers Association NSF .................................................................................................National Science Foundation OSHA ..................................................................Occupational Safety and Health Administration PPI .............................................................................................................. Plastics Pipe Institute RUS ............................................................................................................ Rural Utilities Service SAE ........................................................................................... Society of Automotive Engineers SSPC ........................................................................................... Society for Protective Coatings UL ................................................................................................. Underwriters' Laboratories Inc. 1-4 UNITS OF MEASURE. 1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test requirements contained herein use SI units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S. Standard Measures in parenthesis may or may not be exactly equivalent. Reference is also made to ASTM E 380 for definitions of various units of the SI system and a more extensive set of conversion factors. 1-4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) SI Unit (Abbreviations) (Abbreviations) 1 mil (=0.001 in) ....................................................................................25.4 micrometer (m) 1 inch (in) ..............................................................................................25.4 millimeter (mm) 1 inch (in) ..............................................................................................2.54 centimeter (cm) 1 foot (ft) ................................................................................................0.3048 meter (m) 1 yard (yd) .............................................................................................0.9144 meter (m) 1 mile (mi) .............................................................................................1.6093 kilometer (km) 1 square foot (ft2) ..................................................................................0.0929 square meter (m2) 1 square yard (yd2) ................................................................................0.8361 square meter (m2) 1 cubic foot (ft3) .....................................................................................0.0283 cubic meter (m3) 1 cubic yard (yd3) ..................................................................................0.7646 cubic meter (m3) 1 acre ....................................................................................................0.4047 hectare (ha) 1 U.S. gallon (gal) .................................................................................3.7854 Liter (L) 1 fluid ounce (fl. oz.) ..............................................................................29.5735 millileter (mL) 1 pound mass (lb) (avoirdupois) ...........................................................0.4536 kilogram (kg) 1 ounce mass (oz) .................................................................................0.02835 kilogram (kg) 1 Ton (=2000 lb avoirdupois) ................................................................0.9072 Tonne (= 907 kg) ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 34 of 127 1 Poise ..................................................................................................0.1 pascal . second (Pa . s) 1 centistoke (cs) ....................................................................................1 square millimeters per second (mm2/s) 1 pound force (lbf) .................................................................................4.4482 Newton (N) 1 pounds per square inch (psi) .............................................................6.8948 Kilopascal (kPa) 1 pound force per foot (lbf/ft) .................................................................1.4594 Newton per meter (N/m) 1 foot-pound force (ft-lbf).......................................................................1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) ...............................................1.3558 Watt (W) 1 part per million (ppm) .........................................................................1 milligram/liter (mg/L) Temperature Units and Abbreviations Degree Fahrenheit (°F): ........................................................................Degree Celsius (°C): °F = (1.8 x °C) + 32 ...............................................................................°C = (°F – 32)/1.8 SI Units (abbreviation) Commonly Used in Both Systems 1 Ampere (A) 1 Volt (V) 1 Candela (cd) 1 Lumen (lm) 1 second (s) Common Metric Prefixes kilo (k) ....................................................................................................103 centi (c)..................................................................................................10-2 milli (m) ..................................................................................................10-3 micro () ................................................................................................10-6 nano (n) .................................................................................................10-9 pico (p) ..................................................................................................10-12 1-5 SYMBOLS. Delta, the central angle or angle between tangents Angle % Percent ‘ Feet or minutes “ Inches or seconds 1 Number / per or (between words) ° Degree PL Property line CL Centerline SL Survey line or station line 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 35 of 127 SECTION 2 – SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids. 2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the board, except that the contractor may assign money due or which will accrue to it under the contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the work, should the Contractor be in default. 2-3 SUBCONTRACTS. 2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information: The Bidder shall set forth in the Bid, as provided in 4104: “(a) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor’s total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor’s total bid or ten thousand dollars ($10,000), whichever is greater.” “(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in his bid.” If the Contractor fails to specify a Subcontractor or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the Contractor’s total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as otherwise provided in the Code. As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by procedures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor. Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 36 of 127 Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor’s own organization. The Board shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a public hearing before the Board and shall be notified ten (10) days in advance of the time and location of said hearing. The determination of the Board shall be final. 2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under its control. The Contractor shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated “Specialty Items” may be performed by subcontract, and the amount of any such “Specialty Items” so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. “Specialty Items” will be identified by the Agency in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer. Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted. 2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor, and the Contractor shall be responsible for their work. 2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful performance/warranty bond shall be in a sum not 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 37 of 127 less than one hundred percent of the total amount payable by the terms of this contract. The Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hundred percent of the total amount payable by the terms of this contract. Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section. The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one-year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following documents: 1. An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2. A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States. Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiving notice from the Agency. Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the contract until a new Surety shall qualify and be accepted by the Board. Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General. The Contractor shall keep at the Work site a copy of the Plans and Specifications, to which the Engineer shall have access at all times. The specifications for the work include the General Provisions, Supplemental Provisions, Project Technical Specifications, Carlsbad Engineering Standards (CES), Standard Specifications for Public Works Construction (SSPWC) and the latest supplements thereto, 2021 edition as published by the "Greenbook" Committee of Public Works Standards, Inc., hereinafter designated "SSPWC", as amended. The Plans shall consist of the construction drawings, Drawing No. 540-5 issued under this Contract. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 38 of 127 The Standard Drawings consist of the latest edition of the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County Department of Public Works, together with the most recent editions of the City of Carlsbad Engineering Standards and Carlsbad Standard Drawings, as issued by the City of Carlsbad and the Carlsbad Municipal Water District, hereinafter designated as CES and CSD, respectively. Modified standard drawings, if applicable, are enclosed in the appendices to these General Provisions. The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor. The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer. 2-5.2 Precedence of Contract Documents. If there is a conflict in the Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence: 1. Permits from other agencies as may be required by law. 2. Change orders, whichever occurs last. 3. Contract addenda, whichever occurs last. 4. Contract. 5. Carlsbad General and Supplemental Provisions. 6. Carlsbad Engineering Standards. 7. Technical Specifications. 8. Plans. 9. Standards Plans. a. City of Carlsbad Standard Drawings. b. City of Carlsbad Standard Drawings. c. City of Carlsbad modifications to the San Diego Area Regional Standard Drawings. d. San Diego Area Regional Standard Drawings. e. Traffic Signal Design Guidelines and Standards. f. State of California Department of Transportation Standard Plans. g. State of California Department of Transportation Standard Specifications. h. California Manual on Uniform Traffic Control Devices (CA MUTCD). 10. Standard Specifications for Public Works Construction, as amended. 11. Reference Specifications. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 39 of 127 12. Manufacturer’s Installation Recommendations Detail drawings shall take precedence over general drawings. Detailed plans and plan views shall have precedence over general plans. 2-5.2.1 Precedence of Caltrans Specifications. Where Caltrans specifications are used to modify the SSPWC or are added to the SSPWC by the Contract Documents, the Caltrans specifications shall have precedence only in reference to the materials referred to in the Caltrans specifications. The documents listed in Section 2-5.2 above, in their order of precedence above, shall prevail over the Caltrans specifications in all other matters. 2-5.3 Submittals. 2-5.3.1 General. Submittals shall be provided, at the Contractor’s expense, as required in 2-5.3.2, 2-5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the Engineer. One electronic (PDF) file shall be submitted. If revisions are required, the Engineer will return one redlined copy for resubmission. Upon acceptance, the Engineer will return one electronic copy to the Contractor. Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required be performed, before the required submittals have been reviewed and accepted by the Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals. The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number of the original submittal followed by an ascending alphabetical designation (e.g. The label ‘4-C’ would indicate the third instance that the fourth submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal on the Contractor’s letterhead. The letter of transmittal shall contain the following: 1. Project title and Agency contract number. 2. Number of complete sets. 3. Contractor’s certification statement. 4. Specification section number(s) pertaining to material submitted for review. 5. Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.) 6. Description of the contents of the submittal. 7. Identification of deviations from the Contract Documents. 8. The signature, printed name, title and company name of the Contractor’s representative. The Contractor shall subscribe to and shall place the following certification on all submittals: 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 40 of 127 “I hereby certify that the (equipment, material, procedure(s)) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval.” Or “I hereby certify that the (equipment, material, procedure(s)) contained herein meet all requirements shown or specified in the Contract Documents, except for the following deviation(s): .” 2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the Plans which are required to be designed by the Contractor. Working drawings shall be of a size and scale to clearly show all necessary details. Working drawings are required in the following sections: TABLE 2-5.3.2 Item Section Number Title Subject 1 7-8.6.1 Dewatering Excavation Dewatering 2 7-10.4.1 Safety Orders Trench Shoring 3 7-10.4.8 Steel Plate Covers Steel Plate Bridging 4 300-3.2 Cofferdams Structure Excavation & Backfill 5 300-12.1 SWPPP SWPPP 6 303-1.6.1 General Falsework 7 303-1.7.1 General Placing Reinforcement 8 303-3.1 General Prestressed Concrete Construction 9 304-1.1.2 Falsework Plans Structural Steel 10 307-1.1 General Jacking Operations 11 307-2.1 General Tunneling Operations 12 306-8 Microtunneling Microtunneling Operations 13 601-2 Temporary Traffic Control Plan Traffic Control 14 02690 Temporary Sewer Bypass Pumping Sewer Bypassing Working drawings listed above as Items 2, 3, 4, 7, 8, 9, 10, 11, 12, and 13 shall be prepared by a Civil or Structural Engineer registered by the State of California. 2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings are required in the following sections and as specified in the Special Provisions: TABLE 2-5.3.3 Item Section Number Title Subject 1 207-2.5 Joints Reinforced Concrete Pipe 2 207-8.4 Joints Vitrified Clay Pipe 3 304-1.1.1 Shop Drawings Structural Steel 4 304-2.1 General Metal Hand Railings ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 41 of 127 2-5.3.4 Supporting Information. Supporting information is information required by the Specifications for the purposes of administration of the Contract, analysis for verification of conformance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other information as may be required by the Engineer. Three hard copies and one electronic (PDF) file of the supporting information shall be submitted to the Engineer prior to the start of the Work unless otherwise specified in the Special Provisions or directed by the Engineer. Supporting information for systems shall be bound together and include all manufactured items for the system. If resubmittal is not required, one red lined copy will be returned to the Contractor. Supporting information shall consist of the following and is required unless otherwise specified in the Special Provisions: 1. List of Subcontractors per 2-3.2. 2. List of Materials per 4-1.4. 3. Certifications per 4-1.5. 4. Construction Schedule per 6-1 and Work Plan per 6-2.2. 5. Confined Space Entry Program per 7-10.4.4. 6. Concrete mix designs per 201-1.1. 7. Asphalt concrete mix designs per 203-6.1. 8. Controller Cabinet Wiring Diagrams per 701-17.2.2 9. Data, including, but not limited to, catalog sheets, manufacturer’s brochures, technical bulletins, specifications, diagrams, product samples, and other information necessary to describe a system, product or item. This information is required for irrigation systems, street lighting systems, and traffic signals, and may also be required for any product, manufactured item, or system. 10. Temporary highline plan per Carlsbad Engineering Standards. 2-5.4 Record Drawings. The Contractor shall maintain a complete "as-built" record set of blue- line prints, which shall be corrected in red ink daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, underground piping, conduits, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. The official record drawing shall accurately reflect all changes and modifications to the original plan. The Contractor shall formally submit the final record drawing at the final walk-through meeting. At the direction of the Engineer, the Contractor shall correct and revise the Record Drawings to accurately reflect field conditions. Re- submittal of the Record Drawings shall be completed within ten (10) working days of the final walk-through meeting date and shall reflect any additional punch list items. Payment for the upkeep, revision, and submittal of the record drawings shall be included in the lump sum price for mobilization. 2-5.5 Project Management and Document Control. The Contractor shall utilize the Agency’s standardized online project management and document control platform: Procore (www.procore.com). The Contractor is required to create a free, web-based, user account(s) and utilize web-based training / tutorials (as needed) to become familiar with the system. Unless the Engineer approves otherwise, the Contractor shall process all project documents through Procore. If unfamiliar or not otherwise trained with Procore, the Contractor and applicable team members shall complete a free training certification course at the following site: http://learn.procore.com/procore-certification-subcontractor. The Contractor is responsible for obtaining their own technical support, as needed, either through online training or by contacting the Procore support team. The Contractor shall regularly check Procore and review updated documents as they are added. There will be no cost to the Contractor for the use of Procore. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 42 of 127 The Contractor shall provide at least one on-site individual with mobile access to the Procore App to provide real-time access to current and updated drawings, specifications, RFIs, submittals, schedules, change orders, and other project documents as well as any deficient observations or punch list items. The Contractor shall post all communications addressed to the Engineer, and shall review and act on all communications addressed to the Contractor, in the Procore App. The use of Procore does not relieve the contractor of any other requirements as may be specified in the Contract Documents. Procore for Windows, iOS: https://apps.apple.com/us/app/procore-construction- management/id374930542 Procore for Android: https://play.google.com/store/apps/details?id=com.procore.activities 2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the Contract in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all materials, equipment, tools, labor, and incidentals necessary to complete the Work. 2-7 SUBSURFACE DATA. All soil and test hole data, water table elevations, and soil or groundwater analyses shown on the drawings or included in the Specifications apply only at the location of the test holes and to the depths indicated. Soil test reports for test holes which have been drilled are available for inspection at the office of the Engineer. The Contractor may make independent investigations of the project site, including evaluation of the soil or groundwater conditions and/or the presence of rock, in order to characterize the subsurface conditions that may be encountered to the Contractor’s satisfaction. The costs for such investigations shall be considered included in the bid price and no additional compensation will be made therefor. The indicated elevation of the water table is that which existed on the date when test hole data was determined. It is the Contractor’s responsibility to determine and allow for the elevation of groundwater at the time of project construction. A difference in elevation between groundwater shown in soil boring logs and groundwater actually encountered during construction will not be considered as a basis for extra work. 2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work, when indicated on the Plans, will be provided by the Agency. Unless otherwise provided, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and restoring additional work areas and removing and/or disposing of facilities temporarily required. The Contractor shall indemnify and hold the agency harmless from all claims for damages caused by such actions. 2-9 SURVEYING. 2-9.1 General. The Contractor will perform and be responsible for the accuracy of surveying adequate for construction. The Contractor shall set and preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be performed at the expense of the Contractor. The Contractor shall notify the Engineer in writing at least 2 Working Days before survey services in connection with the laying out of any portion of the Work. The Contractor shall set all stakes for line and grade. Setting tolerances for construction staking shall conform with Chapter 12, 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 43 of 127 Construction Surveys of the Caltrans Surveys Manual. Surveying to determine the boundaries of the public right-of-way or easements shall conform with Chapter 10, Right-of-Way Surveys. Unless otherwise specified in the Special Provisions, stakes will be set and stationed for alignments for pipelines (sewers, storm drains, potable water, recycled water) and their appurtenances, curbs, headers, structures, rough grade, finish grade and right-of-way or easement boundaries. A corresponding cut or fill to finished grade (or flowline) will be indicated on a grade sheet. 2-9.2 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California, hereinafter Surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the Surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by §§ 8772 and 8773, et seq. of the California Business and Professions Code. The Contractor shall have a Record of Survey prepared by the Surveyor and file it in conformance with §8700 - 8805 of the State of California Business and Professions Code when the Surveyor performs any surveying that such map is required under §8762 of the State of California Business and Professions Code and whenever the Surveyor shall establish, set or construct any permanent survey monument. SDRS Drawing No. M-10 type monuments, bolts, spikes, leaded tacks and nails (when set in concrete), iron pipes, reinforcing steel and all monuments and marks that are at, or accessory to, property corners and street centerlines are permanent survey monuments. The Record of Survey shall show all monuments set, control monuments used, the basis of bearings and all other data needed to determine the procedure of survey and the degree of accuracy attained by the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not exceed 1 part in 40,000. The Record of Survey shall show the location and justification of location of all permanent monuments set and their relation to the street right- of-way. Record(s) of Survey(s) shall be submitted for the Engineer’s review and approval before submittal to the County Surveyor and before submittal to the County Recorder. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer. 2-9.3 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the Plans. Three consecutive points set on the same slope shall be used together so that any variation from a straight grade can be detected. Any such variation shall be reported to the Engineer. In the absence of such report, the Contractor shall be responsible for any error in the grade of the Work. Grades for underground conduits will be set at the surface of the ground. The Contractor shall transfer them to the bottom of the trench. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 44 of 127 2-9.4 Payment for Survey, Payment for survey work shall be included in the bid items requiring the survey work and no additional payment will be made. Extension of unit prices for extra work shall include full compensation for attendant survey work and no additional payment will be made. Payment for the replacement of disturbed monuments and the filing of records of survey and/or corner records, including filing fees, shall be included in the contract price for Replace Survey Monument. If no such bid item is listed in the bid, payment shall be considered incidental to the Work necessitating the disturbance of said monuments and no additional payment will be made. 2-10 AUTHORITY OF BOARD AND ENGINEER. The Board has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or an authorized representative. The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of material, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless otherwise ordered by the Board. 2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records in the Contractor’s or subcontractor’s possession pertaining to the work that the Engineer may request. 2-10.2 Audit and Inspection, Contractor agrees to maintain and/or make available, to the Engineer, within San Diego County, accurate books and accounting records relative to all its activities and to contractually require all subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor’s and its subcontractors’ performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor’s staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data relating to all matters covered by this Contract. However, any such activities shall be carried out in a manner so as to not unreasonably interfere with Contractor’s ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations. 2-11 INSPECTION. The Work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer before noon of the working day before inspection is required. Work shall be done only in the presence of the Engineer, unless otherwise authorized. Any work done without proper inspection will be subject to rejection. The Engineer and any authorized representatives shall at all times have access to the Work during its construction at shops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with these Specifications. Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of the Contract. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 45 of 127 SECTION 3 – CHANGES IN WORK 3-1 CHANGES REQUESTED BY THE CONTRACTOR. 3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes. 3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or no additional cost to the Agency. 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and Agency, unless both parties agree to proceed with the change by Change Order. Change Orders shall be in writing and state the dollar value of the change or established method of payment, any adjustment in contract time of completion, and when negotiated prices are involved, shall provide for the Contractor’s signature indicating acceptance. 3-2.2 Payment. 3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then an adjustment in payment will be made. This adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price. If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies from the Bid quantity by more than 50 percent, payment will be made per Section 3-2.2.2 or 3- 2.2.3 as appropriate. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per Section 3-2.4. 3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 50 percent, payment for the quantity in excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 46 of 127 3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the Contract Unit Price. 3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipulated Unit Prices may be used for the adjustment of Contract changes when so specified in the Special Provisions. 3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Contract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise specified in Sections 3-2.2.2 and 3-2.2.3. 3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values for all lump sum bid items that shall be used for the purpose of progress payments. The prices shall be valid for the purpose of change orders to the project. 3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in writing from the Engineer so stating its elimination. If material conforming to the Plans and Specifications is ordered by the Contractor for use in the eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that material cannot be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for handling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3. 3-3 EXTRA WORK. 3-3.1 General. New or unforeseen work will be classified as “extra work” when the Engineer determines that it is not covered by Contract Unit Prices or stipulated unit prices. 3-3.2 Payment. 3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for the extra work based on the accumulation of costs as provided herein. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 47 of 127 3-3.2.2 Basis for Establishing Costs. (a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that applicable to extra work will be paid. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 3-3.2.3 (a). (b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery. The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary, for the progress of the Work. No markup shall be applied to any material provided by the Agency. (c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replacement value of $200 or less. Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, “Labor Surcharge and Equipment Rental Rates” published by Caltrans, current at the time of the actual use of the tool or equipment. The right-of- way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of this contract. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportation costs for equipment used on the extra work shall be included. If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor elects to keep it at the Work site, at no expense to the Agency. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used. Manufacturer’s ratings and approved modifications shall be used to classify equipment and it shall be powered by a unit of at least the minimum rating recommended by the manufacturer. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 48 of 127 The reported rental time for equipment already at the Work site shall be the duration of its use on the extra work. This time begins when equipment is first put into actual operation on the extra work, plus the time required to move it from its previous site and back, or to a closer site. (d) Other Items. The Agency may authorize other items which may be required on the extra work, including labor, services, material, and equipment. These items must be different in their nature from those required for the Work and be of a type not ordinarily available from the Contractor or Subcontractors. Invoices covering all such items in detail shall be submitted with the request for payment. (e) Invoices. Vendors’ invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report. 3-3.2.3 Markup. (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1. Labor …………………………..… 20 2. Materials .……………………….. 15 3. Equipment Rental ……………… 15 4. Other Items and Expenditures .. 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer. Failure to submit the daily report by the close of the next working day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor. The report shall: 1. Show names of workers, classifications, and hours worked. 2. Describe and list quantities of materials used. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 49 of 127 3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable. 4. Describe other services and expenditures in such detail as the Agency may require. 3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the following work site conditions (hereinafter called changed conditions), in writing, upon their discovery and before they are disturbed: 1. Subsurface or latent physical conditions differing materially from those represented in the Contract Documents; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from that represented in the Contract which the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. The Engineer will promptly investigate conditions which appear to be changed conditions. If the Engineer determines that conditions are changed conditions and they will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time subject to the provisions of 6-6. If the Engineer determines that the conditions do not justify an adjustment in compensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees. The Contractor’s failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engineer due written notice of potential claim as hereinafter specified. Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor’s failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions. Verbal notifications are disallowed. The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655: 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 50 of 127 “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 the basis of said notice of potential claim. It is the intention of this section that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engineer at the earliest possible time in order that such matters be settled, if possible, or other appropriate action promptly taken. 3-5 DISPUTED WORK. The Contractor shall give the Agency written notice of potential claim prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in connection therewith. If the Contractor and the Agency are unable to reach agreement on disputed work, the Agency may direct the Contractor to proceed with the Work. Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall attempt to resolve all disputes informally through the following dispute resolution chain of command: 1. Project Inspector 2. Construction Manager 3. Deputy City Engineer 4. City Engineer 5. City Manager The Contractor shall submit a complete report within 20 working days after completion of the disputed work stating its position on the claim, the contractual basis for the claim, along with all documentation supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review the Contractor’s report and respond with a position, request additional information or request that the Contractor meet and present its report. When additional information or a meeting is requested, the City will provide its position within 10 working days of receipt of said additional information or Contractor’s presentation of its report. The Contractor may appeal each level’s position up to the City Manager after which the Contractor may proceed under the provisions of the Public Contract Code. The authority within the dispute resolution chain of command is limited to recommending a resolution to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions in the contract. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 51 of 127 All claims by the -Contractor shall be resolved in accordance with Public Contract Code section 9204, which is set forth below: 9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section: (1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) “Public entity” shall not include the following: (i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority. (4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 52 of 127 (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 53 of 127 entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date. In addition, all claims by 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. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 54 of 127 (c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article. (d) This article applies only to contracts entered into on or after January 1, 1991. 20104.2. For any claim subject to this article, the following requirements apply: (a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. (b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. (c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. 20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 55 of 127 (a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator. (b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration. (2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 56 of 127 SECTION 4 – CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be new, high grade, and free from defects. Quality of work shall be in accordance with the generally accepted standards. Material and work quality shall be subject to the Engineer’s approval. Materials and work quality not conforming to the requirements of the Specifications shall be considered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately from the site by the Contractor, at its expense, when so directed by the Engineer. If the Contractor fails to replace any defective or damaged work or material after reasonable notice, the Engineer may cause such work or materials to be replaced. The replacement expense will be deducted from the amount to be paid to the Contractor. Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications. 4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and all items of equipment for the duration of the Contract. The Contractor shall not, without the Agency’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract. 4-1.3 Inspection Requirements. 4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations. Steel pipe in sizes less than 6 inches and vitrified clay and cast-iron pipe in all sizes are acceptable upon certification as to compliance with the Specifications, subject to sampling and testing by the Agency. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance testing. The Specifications may require inspection at the source for other items not typical of those listed in this section. The Contractor shall provide the Engineer free and safe access to any and all parts of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 57 of 127 Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract. 4-1.3.2 Inspection of Materials Not Locally Produced. When the Contractor intends to purchase materials, fabricated products, or equipment from sources located more than 50 miles outside the geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the Engineer), shall be engaged by the Contractor at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the Plans and Specifications. The Contractor shall forward reports required by the Engineer. No material or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials be done without proper inspection by the approved agent. Approval by said agent shall not relieve the Contractor of responsibility for complying with the Contract requirements. 4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory services within 50 miles of the geographical limits of the Agency. For private contracts, all costs of inspection at the source, including salaries and mileage costs, shall be paid by the permittee. 4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Unless otherwise provided, all initial testing will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing expense shall be borne by the permittee. The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed supplier and source of material. If the notice of intent to use is sent before the materials are available for testing or inspection or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor’s responsibility to renotify the Engineer when samples which are representative may be obtained. Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. If any product proves unacceptable after improper storage, handling or for any other reason it shall be rejected, not incorporated into the 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 58 of 127 work and shall be removed from the project site all at the Contractor’s expense. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor. 4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer’s written certification that the materials to be supplied meet those requirements. Material test data may be required as part of the certification. 4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that specified. Adequate time shall be allowed for the Engineer to make this determination. Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words “or equal”. A listing of materials is not intended to be comprehensive, or in order of preference. The Contractor may offer any material, process, or equipment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as provided in the Contract Documents. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The Contractor shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. The Engineer’s findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer. If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor shall furnish and install the specified material. The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section. The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in performance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. 4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County. The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 59 of 127 Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the Agency. All scales shall be arranged so they may be read easily from the operator’s platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch. 4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measuring devices shall be calibrated by a testing agency acceptable to the Engineer at intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certificates shall be provided when requested by the Engineer. 4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the Agency and the Contractor will initiate an immediate and cooperative investigation. Test values of materials are results of the materials’ tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever test values or process observations of the same or similar materials are diverse enough such that the work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather new and additional information in an attempt to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the Agency and the Contractor, the contradiction shall be considered resolved and the cooperative investigation concluded. Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient’s agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the Agency and the Contractor will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the Agency and the Contractor shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the four proposed engineers in a blind draw. The committee shall be a continuance of the cooperative investigation and will re-consider all available information and if necessary, gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using standard engineering principles and practices and to ensure public value, the committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 60 of 127 their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion. Once started, the resolution process by committee shall continue to full conclusion unless: 1. Within 7 days of the formation of the committee, the Agency and the Contractor reach an acceptable resolution mechanism; or 2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or 3. At any point by the mutual agreement of the Agency and the Contractor. Unless otherwise agreed, the Contractor shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the Agency or the Contractor, shall bear all costs associated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation be unable to substantiate a contradiction, the initiator of the investigation shall bear all investigative costs. All claim notification requirements of the contract pertaining to the contradiction shall be suspended until the investigation is concluded. 4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project name and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency’s boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly state the term of the lease, the description of materials allowed to be stored and shall provide for the removal of the materials and restoration of the storage site within the time allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor’s responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 61 of 127 SECTION 5 – UTILITIES 5-1 LOCATION. The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which are known to exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed. Where underground main distribution conduits such as water, gas, sewer, electric power, telephone, or cable television are shown on the Plans, the Contractor shall assume that every property parcel will be served by a service connection for each type of utility. As provided in Section 4216 of the California Government Code, at least 2 working days prior to commencing any excavation, the Contractor shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number. The California Department of Transportation is not required by Section 4216 to become a member of the regional notification center. The Contractor shall contact it for location of its subsurface installations. Prior to pipeline excavation, the Contractor shall determine, by potholing, the locations and depths of all utilities which are shown on the Contract Documents or have been marked by the utility owners and which may affect or be affected by its operations. The Contractor shall pothole all service connections, utilities that cross or parallel (within 5 feet) the proposed construction, and all connection points to existing utilities. The Contractor shall record the material size (outside diameter), type, and horizontal and vertical locations (bearing and slope) and submit the data and allow time for the Engineer’s review in accordance with Section 2-5.3. If no separate bid item is provided in the Contract for potholing, full compensation for such work shall be considered included in the bid item of work requiring the potholing and no separate payment shall be made therefor. 5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the owner or order from the Agency. All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff. Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place the necessary protection at its expense. Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3. The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located as noted in Section 5-1. When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall at its expense: 1. Furnish and install a 2-inch cushion of expansion joint material or other similar resilient material; or 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 62 of 127 2. Provide a sleeve or other opening which will result in a 2-inch minimum-clear annular space between the concrete and the utility; or 3. Provide other acceptable means to prevent embedment in or bonding to the concrete. Where concrete is used for backfill or for structures which would result in embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor’s operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system. 5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as “abandoned” or “to be abandoned in place”. Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, and the costs involved in the removal and disposal shall be included in the Bid for the items of work necessitating such removals. The costs involved in the removal and disposal shall be considered incidental to the bid items of work necessitating such removals and no separate payment shall be made therefor, unless a bid item for “Removal” is specifically included in the bid proposal. 5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before commencement of work by the Contractor. When the Plans or Specifications indicate that a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with the owners and work will be done at no cost to the Contractor, except for manhole frame and cover sets to be brought to grade as directed and approved by the City. Utilities which are relocated in order to avoid interference shall be protected in their position and the cost of such protection shall be included in the Bid for the items of work necessitating such relocation. After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid for in accordance with Section 3-2. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs. The utility owner will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements. When directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. The relocation of such service connections will be paid for in accordance with provisions of Section 3-3. Payment will include the restoration of all existing improvements which may be affected thereby. The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement. In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 63 of 127 that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are otherwise shown as installed by others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer’s approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer, the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor’s convenience and no additional compensation will be allowed therefore or for additional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer. 5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans. The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities. If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5-1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the Engineer may find to be fair and reasonable compensation for such part of the Contractor’s actual loss as was unavoidable and the Contractor may be granted an extension of time. 5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit access to the Work site and provide time for utility work to be accomplished during the progress of the Work. Cooperation with CMWD and City staff will be required for all work affecting existing utility systems or facilities and prior to water utility shutdowns, sewer bypass operations, testing and inspections, and project completion. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 64 of 127 SECTION 6 – PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as otherwise provided herein and unless otherwise prohibited by permits from other agencies as may be required by law the Contractor shall begin work within ten (10) calendar days after receipt of the "Notice to Proceed". 6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor’s responsible project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Section 6-4. No separate payment will be made for the Contractor’s attendance at the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction meeting. 6-1.1.1 Baseline Construction Schedule. The Contractor shall prepare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the precedence diagram method (activity-on-node) format and submit the schedule in accordance with 2-5.3. The schedule shall: A. Be prepared using a commercially available, Windows compatible software program, “Suretrak” by Primavera or “Project” by Microsoft Corporation or approved equal. B. Be prepared in hard copy (paper) and electronic (Adobe PDF) format and free of file locking, encryption or any other protocol that would impede full access to the data and labeled with the project name and number, the Contractor’s name and the date of preparation. C. Begin with the date projected for the Notice to Proceed and conclude with the date of final completion conforming with the Contract time. D. Depict a time-scaled network diagram of all activities, logic relationships of interdependent activities, and milestones comprising the complete period of Work with tasks on the vertical axis and their durations on the horizontal axis. Use distinctive texture patterns or line types to show the critical path within the Contract time. Include a tabular listing of each activity and its identification number, description, duration, early start, early finish, late start, late finish, total float, and all predecessor and successor activities. The number of activities will communicate the Contractor’s plan for project execution, accurately describe the project work and allow monitoring and evaluation of progress and time impacts. Activity descriptions shall accurately define the work planned for the activity. Activity durations shall not be shorter than 1 working day or longer than 15 working days unless approved by the Engineer. E. Include detail of all project phasing, staging and sequencing including all milestones necessary to define beginning and ending of each phase or stage and constraints which may impact any activity. Include time allowances for coordination with utility companies and other agencies, equipment and material deliveries, submittal reviews and approvals, 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 65 of 127 traffic control setup and phasing, Work performed by others, inspections, testing and commissioning, corrective work, and any non-work periods. Float or slack time within the schedule is available without charge or compensation to whatever party or contingency first exhausts it. A schedule which shows a project duration longer than the Contract Time will not be acceptable and will be grounds to consider the Contractor in default of the Contract per 6-4. The Engineer may choose to accept the Contractor’s proposal of a project duration which is shorter than the Contract time provided the shortened Baseline Construction Schedule is reasonable and demonstrates, to the satisfaction of the Engineer, that the Agency and all other entities, public and private, which interface with the project are able to support the provisions of the shortened schedule. Acceptance of a shortened Baseline Construction Schedule will be confirmed through the execution of a Change Order revising the Contract time. The Engineer’s approval of the Baseline Construction Schedule is a condition precedent to issuance of the Notice to Proceed. If the schedule does not meet the requirements of these specifications, the Contractor shall revise the schedule and resubmit it to the Engineer. Failure to obtain the Engineer’s approval of the schedule within fifteen (15) working days after the date of the preconstruction meeting shall be grounds to consider the Contractor in default of the Contract per 6-4. The number of working days used by the Engineer to review the initial Baseline Construction Schedule submittal will not be included in the 15 working days. The Engineer shall complete subsequent reviews of the revised schedule and progress updates within 5 working days of receipt. The Engineer’s response to each review will consist of one of the following: “Accepted.” The Contractor may proceed with the Work upon issuance of the Notice to Proceed. Payment for the schedule may be requested by the Contractor. “Accepted with Comments.” The Contractor may proceed with the Work upon issuance of the Notice to Proceed. The Contractor must revise and resubmit the schedule and receive the Engineer’s acceptance of the schedule before payment for the schedule is requested by the Contractor. “Not Accepted.” The Contractor may not proceed with the Work, must revise and resubmit the schedule and may not request payment for the schedule. 6-1.1.2 Schedule Updates and Revisions. The Contractor shall meet with the Engineer during the last week of each month to agree upon the completion level of each activity as a basis for progress payments. Schedule updates shall conform with the requirements for the initial submittal in 6-1.1.1 and shall: A. Show the actual dates of each activity start and/or finish during the month. The schedule update shall include specific notation for any changes in actual dates after they are first reported. B. Report the percent complete for each activity in progress at the end of the month as determined by the Engineer. C. Include a list and explanation of all changes made to the activities, dates or interconnecting logic. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 66 of 127 D. Include activity and network revisions reflecting the Change Orders approved in the previous month as agreed upon during the review and acceptance of the Change Orders. The Engineer’s responses to the progress schedule updates shall be as described in 6-1.1.1. The Contractor shall proceed with Work and request payment for the progress schedule updates as described therein. If the Contractor fails to submit the progress schedule updates as required herein, the Contractor may elect to proceed with the Work at its own risk and shall forfeit payment for the progress schedule update until compliance is met. If the Contractor elects to delay or cease Work after failure to submit the progress schedule updates, any resulting delay, impact, or disruption to the Work will be the Contractor’s responsibility. 6-1.1.3 Interim Revisions. Should the actual or projected progress of the Work exceed 5 percent of the Contract Time, the Contractor shall prepare and submit a revised Baseline Construction Schedule independently of and prior to the next progress schedule update with a list and explanation of each change made to the schedule. The submittal, schedule review and acceptance requirements of 6-1.1.2 shall apply, 6-1.1.4 Late Completion or Milestone Dates. If a schedule update indicates a completion date later than the Contract time or contractually required milestone completion date, the Agency may withhold Liquidated Damages for the number of days late. Should a subsequent schedule update which removes all or a portion of the delay be “Accepted” by the Engineer, all or the allocated portion of the previously held Liquidated Damages shall be released in the monthly payment to the Contractor immediately following such acceptance. 6-1.1.5 Final Schedule Update. The Contractor shall prepare and submit a final schedule update when one hundred percent of the Work is completed. The update must accurately represent the actual dates for all activities. The final schedule update shall be prepared and reviewed in accordance with 6-1.1.2. Acceptance of the final schedule update is required for release of funds retained per 9-3.2. 6-1.1.6 Three-Week Look Ahead Schedules. The Contractor shall submit a detailed 3-week look ahead schedule prior to each progress meeting throughout project duration. The schedules shall be revised weekly to identify the construction activities and durations for each bid item of work for the current week and the succeeding two weeks. The Contractor shall revise the schedule to include additional activities or actual progress when so requested by the Engineer. 6-1.1.7 Measurement and Payment. The Contractor’s preparation, revision and maintenance of the Construction Schedule are incidental to the Work and no separate payment will be made therefor. 6-2 PROSECUTION OF WORK. To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer determines that the Contractor is failing to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Engineer, immediately take steps to remedy the situation. All costs of prosecuting the Work as described herein shall be included in the Contractor’s Bid. Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said steps. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 67 of 127 As soon as possible under the provisions of the Specifications, the Contractor shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work. If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability. The Contractor shall incorporate non-work days, moratoriums or special events specified in the Contract Documents into the Construction Schedule required by Section 6.1. No additional payment, adjustment of bid prices or adjustments of contract time will be allowed as a consequence of these events. 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 Work as shown or specified on the Contract Documents. The work descriptions in this section are an overview only and shall not relieve the Contractor from its responsibilities to conduct all coordination and perform the Work in accordance with the Contract Documents. The Contractor shall conduct the following general work activities: 1. Submit construction schedule, schedule of values, working drawings, submittals, shop drawings, sewer bypass plan, dewatering plan, and/or highlining plan. Secure necessary permits and approvals in accordance with the Contract Documents. 2. Coordinate with the City of Carlsbad Utilities Department for any required permitting of anticipated dewatering discharge. Coordinate with the Carlsbad Municipal Water District for any required shutdown of water distribution system pipelines. 3. Secure laydown/staging areas including any off-site staging area(s) if necessary. 4. Conduct surveying and staking of the pipeline alignments, locations of appurtenances, sewer laterals, limits of right-of-way or easements and pre-construction video and photographs. Conduct Underground Service Alert (DigAlert) notification and utility mark- out. Mobilize labor force, materials and equipment for subsequent phases of Work and install temporary facilities and BMPs, traffic control and excavation safety measures. 5. Pothole all utilities that cross or parallel (within 5 feet of) planned excavations and immediately notify the Engineer of any potential conflicts. Submit potholing data in accordance with Section 2-5.3. Pavement saw-cutting or excavation shall not commence at any construction heading until the project alignments have been staked and existing utilities have been potholed and confirmed by the Contractor to have no conflict with the Work. 6. Replace existing water mains and appurtenances. Conduct hydrostatic testing and disinfection of new water mains and appurtenances prior to connecting new mains to the existing water distribution system. 7. Furnish, install and test sewer bypass systems prior to bypass operations. 8. Replace existing sewer gravity mains while protecting in place existing sewer laterals. Construct new sewer gravity mains and reconnect sewer laterals. CCTV the new gravity mains after placement of trench zone backfill. 9. Remodel the existing manhole bases following new sewer gravity main installation. Rehabilitate the existing manholes. 10. Restore the Work site to original or better condition, including but not limited to, pavement and existing landscape and irrigation repairs in areas disturbed by construction. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 68 of 127 6-2.2 Construction Phasing. The following construction phase criteria are provided for the Contractor’s use in developing the Construction Schedule and a Work Plan that describes the labor, materials, equipment and procedures to conduct the Work. The phases listed herein are not intended to be a complete list of all construction activities and shall not relieve the Contractor from its responsibilities to coordinate and perform the Work, revise the phasing descriptions, or to develop additional phases or revise the order of phasing as necessary to complete the Work in its entirety in accordance with the Contract Documents. The Contractor shall develop a detailed Work Plan describing the materials, equipment and procedures for each phase of the Work and submit the Work Plan in accordance with Section 2-5.3. Any modification of the phasing described below shall be approved by the Engineer. Phase 1: Bid Schedule A – Valley Water Main Replacement The Work of this phase shall be completed first. No water shutdowns, pavement demolition or trench excavation shall occur prior to or on the last day of school, June 7, 2024. Pre- construction activities such as utility mark-out, surveying, staking, saw cut or utility potholing may occur prior to June 8, 2024 and all such work shall be limited between the hours of 8:30 a.m. and 2:00 p.m. The Contractor may close Valley Street between Magnolia Avenue and Andrea Avenue to through traffic starting June 10, 2024. The Contractor shall provide access to the street by Carlsbad Unified School District staff and its contractors facilitating construction at Magnolia Elementary and Valley Middle Schools per 7-7.1 Coordination. The Contractor shall submit for approval the Water Shutdown Request Form (E-28) provided in Appendix B to the Engineer a minimum of two weeks prior to the date of requested shutdown. Pipeline construction including all earthwork and paving operations shall be completed, water service restored, and the project site shall be cleared of construction equipment and materials and readied for public use before August 9, 2024. The Contractors bid price shall reflect the necessary workforce required to complete this phase of Work by this date. Failure to complete the improvements by the date specified herein will result in liquidated damages as defined in 6-9 Liquidated Damages. Phase 2: Bid Schedule B – South Agua Hedionda Interceptor Improvements Reach T1D (Foxtail) The Contractor shall commence this phase after completion of Phase 1. The project site is located within the gated community of Terraces at Sunny Creek Homeowners Association. The Contractor will be granted access to the site per 7-7.1 Coordination. The Contractor shall notify the Engineer a minimum of two weeks prior to the Contractor’s intended commencement date of ground disturbing activities. The Contractor will not be allowed to commence excavations prior to such date. 6-2.2.1 Phasing Criteria. The Contractor shall accommodate the following criteria into the Construction Schedule and Work Plan: ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 69 of 127 1. All construction activities shall meet the scheduling restrictions identified in these specifications or as determined by the City during review of the Contractor’s Work Plan and Construction Schedule. 2. The Contractor shall submit a Site Work Plan. The Work Plan shall identify staging areas; describe the methods for the protection of private improvements and existing utilities; means and methods for public access; a listing of materials and equipment; and any other pertinent information necessary to complete the work or requested by the Engineer. 3. Contractor shall submit a sewer bypass plan and an excavation dewatering plan. 4. The Contractor shall restore all traffic lanes through the project site outside of Work hours. One lane of travel with a flagging operation may be allowed during Work hours, subject to approval of the Contractor’s Traffic Control Plan submittal. 5. The Contractor shall coordinate with cultural resources and archaeological monitors for observation during all excavation activities. 6. Excavations must be backfilled or securely shored and covered with trench plates at the end of each Work day. 7. When water or fire service interruptions are necessary and approved, no customer shall be without water for longer than 8 hours. If a planned water service shutdown duration exceeds 8 hours, the Contractor shall submit a highline plan for approval and provide all highlining prior to the shutdown. 8. All sewer laterals must be reconnected at the end of the Work day in which they are disconnected 9. The Contractor may reconnect the existing sewer main to the new main with a watertight connection at the end of each Work day to potentially reduce the duration of sewer bypassing operations. Such use of the newly installed main does not constitute acceptance of any portion of the work by the City, and the new sewer main will be subject to all required testing in accordance with the Contract Documents. 10. Excavations shall be backfilled and base paved within 3 working days of completing the respective pipeline segment. 11. Site restoration shall be completed within ten working days of completion of construction of all improvements. 6-2.3 Project Meetings. The Engineer will establish the time and location of weekly Project Meetings. The Contractor’s Representative shall attend each Project Meeting. The Project Representative shall be the individual determined under Section 7-6, “The Contractor’s Representative”. No separate payment for attendance of the Contractor, the Contractor’s Representative or any other employee or subcontractor or subcontractor’s employee at these meetings will be made. 6-3 SUSPENSION OF WORK. 6-3.1 General. The Work may be suspended in whole or in part when determined by the Engineer that the suspension is necessary in the interest of the Agency. The Contractor shall comply immediately with any written order of the Engineer. Such suspension shall be without liability to the Contractor on the part of the Agency except as otherwise specified in Section 6-6.3. 6-3.2 Archaeological and Paleontological Discoveries. The Contractor shall coordinate with the Archaeological and Cultural Monitor during excavation activities. If discovery is made of items of archaeological or paleontological interest, the Contractor shall immediately cease excavation in the area of discovery and shall not continue until ordered by the 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 70 of 127 Engineer. When resumed, excavation operations within the area of discovery shall be as directed by the Engineer. Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, and fossils. The Contractor shall be entitled to an extension and compensation in accordance with Section 6- 6. 6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to promptly begin procurement or delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain the Work schedule which will insure the Agency’s interest, or, if the Contractor is not carrying out the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. The Contract may be canceled by the Board without liability for damage, when in the Board’s opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the Board’s consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the Work completed at the time of cancellation, less damages caused to the Agency by acts of the Contractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the Agency declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume control and perform the Work as successor to the Contractor. If the Surety assumes any part of the Work, it shall take the Contractor’s place in all respects for that part and shall be paid by the Agency for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due. The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law. 6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 71 of 127 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such unforeseen events may include war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifications. No extension of time will be granted for a delay caused by the Contractor’s inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor’s operations and the approved construction schedule. If delays beyond the Contractor’s control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interest of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3. If delays beyond the Contractor’s control are caused solely by action or inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2. 6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work. 6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer. 6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each workman and supervisor and the make and model of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore. 6-7 TIME OF COMPLETION. 6-7.1 General. The Contractor shall complete the Work within the time set forth in the Contract. The Contractor shall complete each portion of the Work within such time as set forth in the Contract for such portion. The time of completion of the Contract shall be expressed in working 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 72 of 127 days. 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. A working day is any day within the period between the start of the Contract time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the Engineer, for all work provided for in the Contract, whichever occurs first, other than: 1. Saturday, 2. Sunday, 3. any day designated as a holiday by the Agency, 4. any day identified as a construction moratorium due to special events or holiday periods; 5. any other day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association, 6. any day the Contractor is prevented from working at the beginning of the workday for cause as defined in Section 6-6.1, 7. any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as defined in Section 6-6.1. In addition to Agency holidays, open excavations and service shutdowns will not be allowed on: • School days (in Valley Street) • Thanksgiving week: November 18-22, 2024 • December 23, 2024 through January 3, 2025 Main line or service shutdowns will not be allowed on Mondays and Fridays. Unless otherwise specified or approved in writing by the Engineer, the hours of work shall be between the hours of 7:00 a.m. and 4:00 p.m. on Mondays through Fridays, excluding Agency holidays and other restricted days or times as specified in the Contract Documents. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work. The Engineer may approve work outside the hours and/or days stated herein when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work. The Contractor shall incorporate the dates, areas and types of work prohibited elsewhere in the Contract Documents into the construction schedule. No additional payment, adjustment of bid prices or adjustment of contract time of completion will be allowed as a consequence of the prohibition of work being performed within the dates, areas and/or types of work prohibited in this section. Contractor is hereby advised that the Engineer may require after hours or weekend work if required for the protection and safety of existing facilities, workers or the public. 6-7.3 Contract Time Accounting. The Engineer will make a daily determination of each working day to be charged against the Contract time. These determinations will be discussed and the Contractor will be furnished a periodic statement showing allowable number of working days of Contract time, as adjusted, at the beginning of the reporting period. The statement will also indicate the number of working days charged during the reporting period and the number of working days of Contract time remaining. If the Contractor does not agree with the statement, it 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 73 of 127 shall file a written protest within 15 days after receipt, setting forth the facts of the protest. Otherwise, the statement will be deemed to have been accepted. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. 6-8.1 Site Walk-Through. After the site has been fully restored, the Inspector will schedule an inspection within five days of the Contractor’s request. The Contractor and Inspector shall attend the inspection and all outstanding deficiencies shall be identified in a List of Deficiencies. A review of the red-line record drawings and asset schedule shall also be completed at the Site Walk-Through and all red-line deficiencies will be added to the List of Deficiencies. 6-8.2 List of Deficiencies. Following the Site Walk-Through, the Inspector will generate the List of Deficiencies (also known as the punchlist) within five working days. The Contractor shall then have 10 working days to perform corrective work and provide a written response to each punchlist item. 6-8.3 Site Follow-Up Walk-Through. Upon receipt of written responses to the List of Deficiencies, the Inspector will complete a follow-up inspection. Any outstanding deficiencies will be noted and returned to the Contractor. Outstanding deficiencies will delay full payment of any relevant bid items. 6-8.4 Request for Final Walk-Through. Once the Contractor asserts they have satisfied the terms of the Contract and with the Inspector’s permission, the Contractor may submit written assertion in the form of a Request for Final Walk-Through, certifying that all deficiencies identified through the Site Walk-Through process have been addressed and request a Final Inspection to demonstrate project completion to the Agency. The Contractor shall provide an attachment to the Request for Final Inspection with the Contractor’s written response to each deficiency. The Request for Final Inspection shall not be considered complete without the Contractor’s written response to each deficiency. 6-8.5 Final Walk-Through. Upon receipt of the Request for Final Walk-Through, the Inspector shall schedule the Final Inspection. The Inspector and Contractor shall attend the final inspection. Representatives from other Agency departments reserve the right to be present at the Final Inspection. The red-line record drawings and asset schedules shall also be reviewed. If any deficiencies are not satisfactorily addressed or additional deficiencies are identified, the Contractor will have 10 working days to complete the corrective work. 6-8.6 Request for Completion. The Engineer will not accept the Work or any portion of the Work before all of the Work is completed and all outstanding deficiencies are corrected by the Contractor, and the Engineer is satisfied that all of the Work meets the requirements of the Contract Documents. Once the Final Walk-Through has been completed and all outstanding deficiencies satisfactorily completed to Agency’s approval, the Contractor shall submit a written assertion in the form of Request for Completion letter, certifying that the Work has been completed. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 74 of 127 6-8.7 Completion. Upon receipt of the Request for Completion letter, the Agency shall review the written assertion within 2 working days. If, in the Engineer’s judgment, the Work has been completed in accordance with the Contract Documents, the Agency will issue a Completion Letter. The completion date will be the date to which liquidated damages will be computed. Use, temporary, interim or permanent, of all, or portions of, the Work does not constitute completion or acceptance of the Work. 6-8.8 Acceptance. Acceptance will occur after all the requirements contained in the Contract Documents have been fulfilled. If, in the Engineer’s judgment, the Contractor has fully performed the Contract, the Engineer will so certify to the Board. Upon such certification by the Engineer, the Board may accept the Work. Upon the Board’s acceptance of the Work, the Agency will cause a “Notice of Completion” to be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of acceptance of the Work. 6-8.9 Warranty. All work shall be warranted for one (1) year after acceptance of the Work 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 warranty period. The Contractor shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the Agency may perform this work and the Contractor’s sureties shall be liable for the cost thereof. 6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work, or a portion thereof, within the time allowed will result in damages being sustained by the Agency. For each consecutive working day in excess of the time specified for completion of Work, or a portion thereof, as adjusted in accordance with Section 6-6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of two thousand five hundred dollars ($2,500.00). Such sum is liquidated damages and shall not be construed as a penalty and may be deducted from payments due the Contractor if such delay occurs. Execution of the Contract shall constitute agreement by the Agency and Contractor that the amount specified above per day is the minimum value of costs and actual damages caused by the Contractor to complete the Work within the allotted time. Any progress payments made after the specified completion date shall not constitute a waiver of this paragraph or of any damages. 6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to take over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from use by public traffic or from the action of the elements or from any other cause, except Contractor operations or negligence. The Contractor will not be required to reclean such portions of the improvement before field acceptance, except for cleanup made necessary by its operations. Nothing in this section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials. In the event the Agency exercises its right to place into service and utilize all or part of any completed facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or property resulting from the utilization of the facility or appurtenance so placed into 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 75 of 127 service, except for any such injury to persons or property caused by any willful or negligent act or omission by the Contractor, Subcontractor, their officers, employees, or agents. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 76 of 127 SECTION 7 – RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR’S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws. 7-2 LABOR. 7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable, or who fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work by the Contractor and not be reemployed on the Work. 7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal, State, and local laws related to labor. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and nondiscrimination because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations. In accordance with the Labor Code, the Board has on file and will publish a schedule of prevailing wage rates for the types of work to be done under the Contract. The Contractor shall not pay less than these rates. Each worker shall be paid subsistence and travel as required by the collective bargaining agreement on file with the State of California Department of Industrial Relations. The Contractor’s attention is directed to Section 1776 of the Labor Code which imposes responsibility upon the Contractor for the maintenance, certification, and availability for inspection of such records for all persons employed by the Contractor or Subcontractor in connection with the project. The Contractor shall agree through the Contract to comply with this Section and the remaining provisions of the Labor Code. 7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public Works Contract. The cost of this insurance shall be included in the Contractor’s Bid. 7-4 WORKERS’ COMPENSATION INSURANCE. Before execution of the Contract by the Board, the Contractor shall file with the Engineer the following signed certification: “I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.” 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 77 of 127 The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and maintaining in full force and effect for the duration of the contract, complete Workers’ Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims in law or equity occasioned by failure of the Contractor to comply with this paragraph. All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective. All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of the State of California. Policies issued by the State Compensation Fund meet the requirement for workers' compensation insurance. 7-5 PERMITS. Except as specified herein the Contractor will obtain, at no cost to the Contractor all City of Carlsbad encroachment, right-of-way, grading and building permits necessary to perform work for this contract on Agency property, streets, or other rights-of-way. Contractor shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials removed from the project. The cost of said permit(s) shall be included in the price bid for the appropriate bid item and no additional compensation will be allowed therefor. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, those permits required for night work, oversize load, blasting, and demolition. The Contractor shall pay all business taxes or license fees that are required for the Work. 7-5.1 Resource Agency Permits. No resource agency permits are required for the Work. 7-5.2 Air Pollution Control Permits. The use of materials or activities that can generate air emissions are regulated by the California Air Resource Board (CARB) and the San Diego County Air Pollution Control District (SDAPCD) and either require permits or are subject to state or local air regulations which establish limitations on equipment or product use or VOC content and requirements for recordkeeping and reporting. These materials and activities include, but are not limited to the following: • Abrasive blasting • Adhesives • Asbestos abatement, removal or disruption • Coating or painting • Concrete curing compounds • Demolition of buildings, equipment or structures • Fiberglass/polyester resin layup or machining • Operation of non-road diesel engines greater than 49 hp (including generators, compressors, pumps, hydro blasters, etc.) • Operation of off-road diesel engines greater than 25 hp (including forklifts, construction equipment, load handlers, etc.) • Solvents • Welding 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 78 of 127 Operators of portable engines and other types of equipment can register their units under the CARB Statewide Portable Equipment Registration Program (PERP) in order to operate their equipment throughout California. However, the use of portable equipment (e.g., bypass pumps) to perform the function of permitted stationary equipment is subject to SDAPCD regulation in addition to CARB requirements. Diesel-engine driven generators or equipment shall have a valid permit or registration in accordance with the California Air Resources Board and/or the San Diego County Air Pollution Control District regulations prior to mobilization to the site. The Contractor shall submit a copy of the permit or registration documents for all equipment subject to state or local air pollution control regulations and maintain the permit or registration documents in valid standing during the performance of the Work. Products such as paints, adhesives, resins, solvents and other products shall comply with the Volatile Organic Compound (VOC) content limits established by CARB and/or the SDAPCD. The Contractor shall be responsible for determining that such products can be used legally in the performance of the Work. The Contractor shall maintain and submit records to the City Engineer on the quantities of paints or solvents used as may be required by applicable regulations. Prior to starting any activity that is required to have an air pollution control permit or registration, the Contractor shall verify the applicability of the latest air pollution control regulations pertaining to the proposed materials, equipment and operations and obtain and comply with applicable requirements: • Rule 11 – Exemptions from Rule 10 Permit Requirements Rule 12 – Registration of Specified Equipment • Rule 12.1 – Portable Equipment Registration • Rule 51 – Nuisance • Rule 67.0.1 – Architectural Coatings • Rule 67.17 – Storage of Materials Containing Volatile Organic Compounds • Rule 71 – Abrasive Blasting San Diego Air Pollution Control District: 858-586-2600 https://www.sdapcd.org/content/sdapcd/permits.html California Air Resource Board: https://ww2.arb.ca.gov/our-work/programs/portable-equipment-registration-program-perp/about 7-6 THE CONTRACTOR’S REPRESENTATIVE. Before starting work, the Contractor shall designate in writing a representative who shall have complete authority to act for it. An alternative representative may be designated as well. The representative or alternate shall be present at the Work site whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the Work, persons, or property. Any order or communication given to this representative shall be deemed delivered to the Contractor. A joint venture shall designate only one representative and alternate. In the absence of the Contractor or its representative, instructions or directions may be given by the Engineer to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Contractor or its representative. ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 79 of 127 In order to communicate with the Agency, the Contractor’s representative, superintendent, or person in charge of specific work shall be able to speak, read, and write the English language. The qualifications for the Contractor's Representative shall include at a minimum: 1. At least three years of experience in a superintendent capacity for projects that are similar in scope and cost to the projects identified in the Contractor’s Statement of Technical Ability and Experience submitted with the bid, and successful completion of at least three projects involving sewer gravity main installation and sewer manhole rehabilitation with contract values over $1,500,000. The Contractor shall be responsible for submitting verifiable experience records. 2. Completion of OSHA 30-hour Construction Training Course. Submit certification as proof. The City reserves the right to disqualify bidders if the required technical ability and experience for the Contractor's Representative is not established. In the event that the Contractor proposes to change the Contractor's Representative prior to Project completion, the Contractor shall notify the Agency and submit the qualifications of the proposed Contractor's Representative for the Engineer's review at least two weeks prior to the proposed change. The qualifications shall demonstrate that the minimum requirements of the position, as described herein, are satisfied. The Engineer will review the qualifications of proposed Contractor's Representative within 5 working days of receipt. No change in Contractor's Representative will be allowed without the Agency's approval. In the event of a change in Contractor's Representative without prior approval, Agency reserves the right to suspend work, at the Contractor's cost, until a qualified Contractor's Representative is approved for the Project. 7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essential work by others. The Agency, its workers and contractors and others, shall have the right to operate within or adjacent to the Work site during the performance of such work. The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their operations and cooperate to minimize interference. The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others. the Contractor will not be entitled to additional compensation from the Agency for damages resulting from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work. Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the effect on the project, and any extension of time. 7-7.1 Coordination. The Contractor shall coordinate and cooperate with all utility companies during the mark-out and locating of their lines or during their relocation or construction if necessary. 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. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 80 of 127 The following provisions are specific coordination requirements for each project location: Schedule A – Valley Water Main Replacement Valley Street between Magnolia Avenue and Andrea Avenue may be closed to through traffic after June 10, 2024, which is the start of the Carlsbad Unified School District summer break. This street segment may be used for onsite staging of equipment and materials only after the specified date for street closure. Valley Middle School and Magnolia Elementary school are located on either side of this street segment. The Contractor shall maintain access to these facilities for CUSD staff and its contractors. SDG&E, AT&T and Spectrum may also require access to the Work area for undergrounding work and service connections to the schools. The Contractor shall provide access to these entities upon request. The Contractor shall coordinate the stationing of the fire service lateral with the CUSD contractor constructing the new backflow assembly. The station of the fire service lateral will be dependent on the lay length of the backflow assembly to be installed by CUSD. Stationing of the service has been estimated at STA 5+29 on the plan. No additional compensation will be provided for the adjustment of the stationing as necessary to construct the fire service. The Contractor shall connect to the 90-degree intake bend fitting (push on joint x flange) of the backflow assembly as shown on CWMD W-9. This is the termination point of the public portion of the service line. Schedule B – South Agua Hedionda Interceptor Reach T1D Improvements (Foxtail Loop) The project is located within the private, gated community of the Terraces at Sunny Creek Owners Association. The Contractor will be provided a key to the community for access and shall return the key upon completion of the improvements. Access shall be maintained to all residences throughout the entirety of the Work. On-street parking may only be closed during construction and only immediately adjacent to the Work. The Contractor shall submit for approval a traffic control plan for the Work site and maintain measures to provide vehicular and pedestrian access throughout the community. The Contractor shall take all necessary measures to minimize construction impacts to the community to the maximum extent practicable. A right of entry agreement has been obtained for Work occurring adjacent to a city sewer easement on private property. The Contractor may only access this portion of the private property as necessary for construction of the Work and to replace the private improvements in-kind within the easement and to the extents shown on the Plan. The Contractor shall not stage or store equipment or materials on the property. 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. When required by the Plans or Specifications, the Contractor shall furnish and operate a self- loading motor sweeper with spray nozzles at least once each working day for the purpose of keeping paved areas acceptably clean wherever construction, including restoration, is incomplete. ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 81 of 127 Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor’s Bid. Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned. Excess excavation material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping. Failure of the Contractor to comply with the Engineer’s cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension. Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to preserve the health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout the duration of the Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her sole discretion, are necessary to preserve the health, safety and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. 7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations. 7-8.4 Sanitation. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps. Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities, sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not be permitted to flow in trenches or be covered by backfill. 7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and remove all temporary light, power, and water at its own expense. These include piping, wiring, lamps, and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency concerned. The Contractor shall obtain a construction meter for water used for the construction, plant establishment, maintenance, cleanup, testing and all other work requiring water related to this contract. The Contractor shall contact the appropriate water agency for requirements. The 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 82 of 127 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. The Contractor shall exercise every reasonable precaution to protect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule operations so as to minimize or avoid muddying and silting of said channels, drains, and waters. Water pollution control work shall consist of constructing those facilities which may be required to provide prevention, control, and abatement of water pollution. The Contractor shall comply with the California State Water Resources Control Board (SWRCB) Order Number R9-2013-0001, National Pollutant Discharge Elimination System (NPDES) Permit and Waste Discharge Requirements for Discharges from the Municipal Separate Storm Sewer Systems (MS4s) Draining the Watersheds within the San Diego Region, and amendments thereto, and with all requirements of the Storm Water Pollution Prevention Plan for this project in accordance with these regulations. A Tier 2 Storm Water Pollution Prevention Plan (SWPPP) is provided to the Contractor, in Appendix “A”, for use in preparing the Project SWPPP for approval by the City. The Contractor shall be responsible for the preparation and implementation of the SWPPP and coordination with the City and the Regional Water Quality Control Board. Refer to Section 300-12. 7-8.6.1 Dewatering. Dewatering shall be performed by the Contractor when specifically required by the Plans or Specifications or specified in the bid schedule, and as necessary for construction of the Work. Dewatering shall be performed in conformance with all applicable local, state and Federal laws and permits issued by jurisdictional regulatory agencies. Permits necessary for the discharge of groundwater to land or the sanitary sewer system shall be obtained by the Contractor unless provided by the City. Water shall be treated prior to disposal if so specified in the Special Provisions or required by a permit. The Contractor shall submit a Dewatering Plan and related supporting information detailing its proposed plan and methodology of dewatering, treatment/pretreatment (when required for permit compliance) and disposal of accumulated water. The plan shall identify the following: 1. location, type and size of dewatering devices and related equipment, 2. size and type of materials composing the collection system, 3. size and type of equipment to be used to retain and, if required, treat accumulated water, 4. the proposed disposal locations, and 5. any other information required by the jurisdictional agency. If the proposed disposal location is a sanitary sewer, the Contractor shall comply with the Special Use Discharge Permit from the Encina Wastewater Authority (Appendix E). If the proposed disposal location is a storm drain system or receiving body of water, the Contractor shall submit written evidence of permission from the owner of the storm drain system and, if not obtained by the Agency, original signed permits from jurisdictional regulatory agencies or written evidence that such permits are not required. The City will install a groundwater monitoring well at the location shown on the Plans and provide the results of any tests conducted by the City to the Contractor prior to the start of construction. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 83 of 127 The Contractor shall perform additional sampling and testing to support the application for the Special Use Discharge Permit or any other permit, and during construction to demonstrate compliance with the Special Use Discharge Permit or any other permit as required. The Contractor will submit test results furnished by the City to the Encina Wastewater Authority in accordance with the special use permit requirements. All costs for dewatering including sample collection, testing, permit application fees and installation, testing and operation of the dewatering system shall be made at the contract price specified in the bid schedule for Dewatering. If no such bid item is listed, payment shall be considered included in the bid item of work requiring dewatering and no separate or additional payment shall be made therefor. 7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic concrete, or other acceptable material will be permitted when necessary. Such dams shall be removed from the site as soon as their use is no longer necessary. 7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The Contractor shall repair or replace all existing improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a portion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with 307-1.5. Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to Contractor’s operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be restored with sod and unpaved areas covered with suitable mulch. The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid. 7-9.1 Preconstruction Survey. The Contractor shall perform a preconstruction survey of the project site to provide a record of preconstruction conditions. This survey shall include the following as a minimum: 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 84 of 127 1. Video of existing public right-of-way or easements, proposed alignment, utility mark-outs, working areas, staging and storage areas. Conduct the survey after construction staking has been completed. 2. Video of construction access roads to be used by the Contractor, including all public and private streets used for access to and from the work site. Indicate areas of damaged paving. 3. Any other areas as directed by the Owner which may be disturbed or which are to be protected from the Contractor’s operations. 4. Photographs and video of potential “problem areas” and private property adjacent to the Work. 5. Notify the Owner seven calendar days in advance and coordinate the scheduling of the video so that a representative of the Owner may accompany the Contractor during the videotaping. 6. At the completion of the survey, the Contractor shall present the Owner with a report detailing the existing conditions at each proposed pipeline site, staging, and stockpile areas. The report shall include the following as a minimum: a. One copy of the video in color in digital format. b. One digital photograph of each “potential problem area”. c. Written summary of “potential problem areas” and the Contractor’s recommendations to address these areas. 7. Documentation (including report) of existing conditions shall be completed within 15 days of the Notice to Proceed. The Contractor will not be allowed to begin potholing, excavation or dewatering activities until the final report has been submitted and accepted by the Owner. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access. The Contractor’s operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided. In areas where site access is restricted, the Contractor is responsible for coordinating site access. All communications shall be made through the City inspector unless otherwise approved. No excavation or vehicle access will be allowed to occur outside of the easement, outside of the right-of-way, or in vegetated or landscaped areas unless otherwise shown on the Plans or as approved by the Engineer. Safe and adequate pedestrian and vehicular access shall be provided and maintained to fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; public transportation stops and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer. Pedestrian crossings of the Work at intervals not exceeding 300 feet (90 m) shall be provided and maintained unless otherwise approved by the Engineer. The Contractor shall refer to and comply with the requirements of Section 302-15 and Part 6 of the Supplemental Provisions. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 85 of 127 7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways after unloading. Construction equipment shall not be stored at the Work site before its actual use on the Work or after it is no longer needed. All materials or equipment not installed or used in construction on any given day shall be stored elsewhere by the Contractor at its expense unless otherwise approved by the Engineer. Excavated material, except that which is to be used as backfill in the adjacent trench on the same day, shall not be stored in public streets. After placing backfill, all excess material shall be removed immediately from the site. 7-10.3 Street Closures, Detours, Barricades. The Contractor shall comply with all applicable State, County, and City requirements for closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flag persons, and watchpersons. The Contractor shall be responsible for compliance with additional public safety requirements which may arise. The Contractor shall furnish and install signs and warning devices and promptly remove them upon completion of the Work. After obtaining the Engineers approval and at least 5 working days before closing, detouring, partially closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the following: The Engineer......................................................................................... 442-339-2766 Carlsbad Fire Administration ................................................................. 442-339-2141 Carlsbad Police Department Dispatch ................................................... 442-339-2197 Carlsbad Traffic Signals Maintenance ................................................... 760-438-2980 Carlsbad Traffic Signals Operations ...................................................... 442-339-2736 North County Transit District ................................................................. 760-966-6500 Republic Services ................................................................................. 760-332-6464 The Contractor shall comply with their requirements. The Contractor shall obtain the Engineer’s written approval prior to deviating from the requirements of 2) through, and including, 7) above. The Contractor shall obtain the written approval no less than five working days prior to placing any traffic control that affects bus stops. The Contractor shall secure approval, in advance, from authorities concerned for the use of any bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with signs and posting conforming to current requirements covering “signs” as set forth in the Traffic Manual published by the California Department of Transportation. This manual shall also apply to the street closures, barricades, detours, lights, and other safety devices required. All costs involved shall be included in the Bid. Temporary traffic controls shall be in accordance with the Plans, the TCP, the California Manual on Uniform Traffic Control Devices (MUTCD), current edition, and the Contract Documents. 7-10.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control devices shall be maintained throughout the duration of work in good order and according to the approved traffic control plan. All temporary traffic control devices shall conform to Caltrans Standard Specification 12-3. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 86 of 127 Warning and advisory signs, lights and devices shall be furnished, installed and maintained by the Contractor and shall be promptly removed by the Contractor when no longer required. Warning and advisory signs that remain in place overnight shall be stationary mounted signs. Stationary signs that warn of non-existent conditions shall be removed from the traveled way and from the view of motorists in the traveled way or shielded from the view of the traveling public during such periods that their message does not pertain to existing conditions. All excavation required to install stationary construction area signs shall be performed by hand methods without the use of power equipment. Warning and advisory signs that are used only during working hours may be portable signs. Portable signs shall be removed from the traveled way and shielded from the view of the traveling public during non-working hours. Personal vehicles of the Contractor's employees shall not be parked within the traveled way, including any Section closed to public traffic. Whenever the Contractor’s vehicles or equipment are parked on the shoulder within 6’ of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at not less than 25’ intervals to a point not less than 25’ past the last vehicle or equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A W20-1 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a signpost or telescoping flag tree with flags. The signpost or flag tree shall be placed where directed by the Engineer. 7-10.3.2 Maintaining Traffic. The Contractor’s personnel shall not work closer than 1.8 m (6’) nor operate equipment within 0.6 m (2’) from any traffic lane occupied by traffic. For equipment, the distance shall be measured from the closest approach of any part of the equipment as it is operated and/or maneuvered in performing the work. This requirement may be waived when the Engineer has given written authorization to the reduction in clearance that is specific to the time, duration and location of such waiver, when such reduction is shown on the traffic control plans included in these Contract Documents, when such reduction is shown on the traffic control plans prepared by the Contractor and approved by the Engineer or for the work of installing, maintaining and removing traffic control devices. As a condition of such waiver the Engineer may require the Contractor to detour traffic, adjust the width of, or realign the adjacent traffic lane, close the adjacent traffic lane or provide barriers. During the entire construction, a minimum of one, 12-foot wide paved traffic lane shall be open for use by public traffic in each direction of travel. 7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing traffic lanes or pedestrian walkways in accordance with the details shown on the plans, California Manual on Uniform Traffic Control Devices (FHWA MUTCD, current edition, 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. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 87 of 127 7-10.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic striping operations, traffic shall be controlled with lane closures, as provided for under "Traffic Control System for Lane Closure" of these Supplemental Provisions or by use of an alternative traffic control plan proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic striping operations using an alternative plan until the Contractor has submitted its plan to the Engineer and has received the Engineer's written approval of said plan. 7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished, placed, maintained and removed in accordance with the minimum standards specified in the latest California Manual on Uniform Traffic Control Devices (CAMUTCD) published by Caltrans. Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall be provided at all times for traveled ways open to public traffic. All work necessary, including any required lines or marks, to establish the alignment of temporary pavement delineation shall be performed by the Contractor. When temporary pavement delineation is removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed by grinding. Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other temporary pavement delineation. Temporary pavement delineation shall be maintained until superseded or replaced with permanent pavement delineation. Temporary pavement delineation shall be removed when, as determined by the Engineer, the temporary pavement delineation conflicts with the permanent pavement delineation or with a new traffic pattern for the area and is no longer required for the direction of public traffic. When temporary pavement delineation is required to be removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed. 7-10.3.6 Preparation of Traffic Control Plans. The Contractor shall submit traffic control plans (TCPs) as a part of the Work for all construction activities that are located within the traveled way. TCPs shall be prepared by a professional engineer registered in the State of California and regularly engaged in the preparation of traffic control plans. Design of TCPs for construction shall meet the requirements of the City and the California Manual on Uniform Traffic Control Devices as published by Caltrans. Submittal and review requirements for TCPs shall conform to Section 2-5.3 Shop Drawings and Submittals. The Contractor must obtain the Engineer’s approval prior to implementing TCPs. The minimum 20-day review period specified in Section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCPs. New or revised TCP submittals shall include all TCPs needed for the entire duration of the Work. Each TCP phase shall be prepared 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 Engineer shall be the sole judge of the suitability and quality of any such TCPs. 7-10.3.7 Payment. The contract price paid for Traffic Control shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for performing all work involved to implement the traffic control system, complete in-place, including, but not limited to, preparing and revising TCPs, flag persons, installing temporary or permanent traffic control 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 88 of 127 devices such as barriers, delineators, lighting, signage, portable changeable message signs, striping, pavement markers and markings in accordance with the Contract Documents and as directed by the Engineer. Progress payments for Traffic Control will be based on the percentage of the improvement work necessitating traffic control and completed. 7-10.4 Safety. 7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers’ protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer. Payment for performing all work necessary to provide safety measures shall be included in the prices bid for other items of work except where separate bid items for excavation safety are provided or required by law. 7-10.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the Engineer, or as otherwise stated in the Specifications. Explosives shall be handled, used, and stored in accordance with all applicable regulations. The Engineer’s approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations. 7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous substances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Section 5194 of the California Code of Regulations shall be requested by the Contractor from the manufacturer of any hazardous products used. Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label. The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions. 7-10.4.4 Confined Spaces. (a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administering and maintaining a confined space entry program (CSEP) in accordance with Sections 5156, 5157 and 5158, Title 8, CCR. Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following: 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 89 of 127 1. Training of personnel 2. Purging and cleaning the space of materials and residue 3. Potential isolation and control of energy and material inflow 4. Controlled access to the space 5. Atmospheric testing of the space 6. Ventilation of the space 7. Special hazards consideration 8. Personal protective equipment 9. Rescue plan provisions The Contractor’s submittal shall include the names of its personnel, including subcontractor personnel, assigned to the project who will have CSEP responsibilities, their CSEP training, and their specific assignment and responsibility in carrying out the CSEP. (b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in Section 5157, Title 8, CCR may be required as a part of the Work. All manholes, tanks, vaults, pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit- required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall implement a permit space program prior to performing any work in a permit-required confined space. A copy of the permit shall be available at all times for review by Contractor and Agency personnel at the Work site. (c) Payment. Payment for implementing, administering, and providing all equipment and personnel to perform the CSEP shall be included in the bid items for which the CSEP is required. 7-10.4.5 Safety and Protection of Workers and Public. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and public and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials. 7-10.4.6 Flood Lighting. 7-10.4.6.1 General. When work is being performed during hours of darkness, as defined in Division 1, Section 280, of the California Vehicle Code, flood lighting shall be used to illuminate the Work site, flagger stations, equipment crossings and other hazardous areas. Flood lighting shall provide visibility for a distance of 1/2 mile (800 m). Flood lights shall not shine directly into the view of oncoming traffic. 7-10.4.6.2 Payment. No separate or additional payment will be made for flood lighting. Payment shall be included in the Contract Unit Price or lump sum price in the Bid for the various Bid items. 7-10.4.7 Security and Protective Devices. 7-10.4.7.1 General. Security and protective devices shall consist of fencing, steel plates, or other devices as specified in the Special Provisions to protect open excavations. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 90 of 127 7-10.4.7.2 Security Fencing. The Contractor shall completely fence open excavations. Security fencing shall conform to 304-5. Security fencing shall remain in place unless workers are present and construction operations are in progress during which time the Contractor shall provide equivalent security. 7-10.4.7.3 Payment. No separate or additional payment will be made for security fencing or protective devices. Payment shall be included in the Contract Unit Price or lump sum price in the Bid for the various Bid items. 7-10.4.8 Steel Plate Covers. 7-10.4.8.1 General. The Contractor shall provide, install, and maintain steel plate covers as necessary to protect from accidental entry into openings, trenches, and excavations. Plates shall provide complete coverage to prevent any person, bicycle, motorcycle, or motor vehicle from being endangered due to plate movement causing separations or gaps. The Contractor shall submit the design in accordance with Section 2-5.3 which shall include the following criteria: 1. The approval of steel plate bridging shall be at the sole discretion of the Engineer. 2. Steel plate bridging shall be designed to support HS20-44 truck loading per Caltrans Bridge Design Specifications Manual. 3. Surfaces exposed to pedestrian or vehicular traffic shall be non-skid. The Contractor shall maintain a non-skid surface on the steel plate having a minimum coefficient of friction equivalent to 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 each Caltrans District Materials Engineer to correlate skid resistance results to California Test Method 342. 4. The Contractor shall install signage with a 2-inch (51 mm) minimum letter height indicating the steel plate cover load limit, the Company’s name, and a 24-hour emergency contact phone number. The 5. Contractor shall install Rough Road (W33) sign with black lettering on an orange background in advance of steel plate bridging. 6. The Contractor is responsible for the maintenance of the plates and asphalt concrete ramps or other devices used to secure the plates and shoring of the trench to support all loads. 7. Contractor shall immediately mobilize necessary personnel and equipment to repair plate movements, separation, noise, anchors, asphalt ramps or any other deficiency. Failure to respond within 2 hours after being notified by the Engineer shall be grounds for the City to perform necessary repairs at the expense of the Contractor. 8. When plates are removed, the pavement surface shall be repaired to the satisfaction of the Engineer. 9. For trench widths exceeding those in Table 7-10.4.8.2, a structural design shall be prepared by a California registered civil or structural engineer regularly engaged in the design of shoring systems. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 91 of 127 7-10.4.8.2 Thickness. Steel plate covers shall conform to Table 7-10.4.8.2. TABLE 7-10.4.8.2 Trench Width Steel Plate Cover Thickness Less than 10" 1/2" (12.5 mm) 10" (250 mm) to 1'-11" (580 mm) 3/4" (19 mm) 2' (600 mm) to 2'-7" (790 mm) 7/8" (22 mm) 2'-8" (820 mm) to 3'-5" (1040 mm) 1" (25 mm) 3'-6" (1070 mm) to 5'-3" (1600 mm) 1-1/4" (32 mm) More than 5'-3" (1600 mm) See Note 1 Notes: The Contractor shall submit a Working Drawing and calculations based on AASHTO H20-44 bridge loading. 7-10.4.8.3 Installation. Steel plate covers shall extend a minimum of 2 feet (600 mm) beyond trench edges. Unless otherwise specified in the Special Provisions or approved by the Engineer for the site conditions prior to use, steel plate covers shall be installed using Method 1. Method 2 shall not be used in a traveled lane. Method 1. The pavement shall be cold milled 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 to support the plate with no horizontal or vertical movement. Horizontal gaps between the unmilled pavement and the plate shall not exceed 1 inch (25 mm) 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(B) and 203-5.3(A). Method 2. The approach plate and ending plate (in longitudinal placement) shall be attached to the surface by a minimum of 2 dowels, ¾” diameter (19 mm), drilled at the corners of the plate and drilled 6 inches (150 mm) into the pavement. Subsequent plates may be butted next to each other. Temporary asphalt concrete (D2-SC 800) shall be used to construct tapers from the steel plate surface to the existing surface at a 12-inch (300 mm) run for each 1 inch (25 mm) thickness of steel plate. When steel plates are removed, the dowel holes in the pavement section shall be completely filled with elastomeric sealant material. Advance traffic warning signs shall be installed as specified in the Special Provisions or shown on the TCP. 7-10.4.8.4 Payment. Steel plate bridging materials including, but not limited to steel plates, anchoring devices, cold milling, elastomeric sealant material, asphalt ramping and padding, signage, placing, installation, removal, relocation, preparation and processing of shop drawings and submittals to support the use of steel plate bridging and all other materials, labor, supervision, overhead of any type or description will be considered as incidental to the work. No separate or additional 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. 7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or royalties on any patented article or process furnished or used in the Work. The Contractor shall indemnify and hold the Agency harmless from any legal action that may be brought for infringement of patents. ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 92 of 127 7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, architects, or engineers may be displayed on removable signs. The size and location shall be subject to the Engineer’s approval. Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences, canopies, or barricades. 7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National laws and County and Municipal ordinances and regulations which in any manner affect those employed in the Work or the materials used in the Work or in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with such laws, ordinances, and regulations. Municipal ordinances that affect this work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract. 7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides: “In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or subcontract. The assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment of the parties.” 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 93 of 127 SECTION 8 – FACILITIES FOR AGENCY PERSONNEL 8-1 GENERAL. Field Facilities for Agency personnel are not required. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 94 of 127 SECTION 9 – MEASUREMENT AND PAYMENT 9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK. 9-1.1 General. Unless otherwise specified, quantities of work shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along longitudinal axis. Unless otherwise provided in Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension. The planimeter shall be considered an instrument of precision adapted to measurement of all areas. 9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis of measurement shall be measured in accordance with methods stipulated in the particular sections involved. 9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster’s certificates showing actual net weights. The Agency will accept the certificates as evidence of weights delivered. 9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures. 9-2 LUMP SUM WORK. Items for which quantities are indicated “Lump Sum”, “L.S.”, or “Job”, shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of work and all work appurtenant thereto. The Contractor shall submit to the Engineer within 15 days after award of Contract, a detailed schedule in triplicate, to be used as a basis for determining progress payments on a lump sum contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently detailed as to satisfy the Engineer that it correctly represents a reasonable apportionment of the lump sum. 9-3 PAYMENT. 9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to the Contractor will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1. The unit and lump sum prices to be paid shall be full compensation for the items of work and all appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals. Payment will not be made for materials wasted or disposed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after it 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 95 of 127 has been placed, and material placed outside of the Plan lines. No compensation will be allowed for disposing of rejected or excess material. Payment for work performed or materials furnished under an Assessment Act Contract will be made as provided in particular proceedings or legislative act under which such contract was awarded. Whenever any portion of the Work is performed by the Agency at the Contractor’s request, the cost thereof shall be charged against the Contractor, and may be deducted from any amount due or becoming due from the Agency. Whenever immediate action is required to prevent violation of any law, injury, death, or property damage, and precautions which are the Contractor’s responsibility have not been taken and are not reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability. Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such payment be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the Contract which may be damaged, lost, stolen or otherwise degraded in any way prior to acceptance of the Work, except as provided in Section 6- 10. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the “Notice of Completion.” If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor’s failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws. At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and retained by the Agency will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the Agency’s payment procedure. Each month, the Engineer will make an approximate measurement of the work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar days after the closure date. Five (5) working days following the closure date, the Engineer shall complete 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 96 of 127 the detailed progress pay estimate and submit it to the Contractor for the Contractor’s information. Should the Contractor assert that additional payment is due, the Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than seven (7) days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within thirty (30) days after receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure. From each progress estimate, 5 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. The Agency will withhold not less than 5 percent of the total Contract amount until acceptance of the performance of the Contract. No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9. As provided in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the Contract. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the contract bid item and change order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate. The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make written statement disputing any bid item or change order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 calendar days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 3-5, Disputed Work. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 97 of 127 time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items. 9-3.2.1 Payment for Claims. Except for those final payment items disputed in the written statement required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written statement by the Contractor no later than the date of receipt of the final payment estimate. Those final payment items disputed in the written statement required in Section 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this contract including Sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor’s claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying the claims. Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall proceed with informal dispute resolution under Section 3-5, Disputed Work, for those claims remaining in dispute. 9-3.3 Delivered Materials. The cost of materials and equipment delivered but not incorporated into the work will not be included in the progress estimate. 9-3.4 Mobilization. When a bid item is included in the Proposal form for Mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be included in the other items of work. 9-3.4.1 Mobilization and Preparatory Work. Payment for Mobilization and Preparatory Work will be made at the Contract price and includes full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the work involved in mobilization and preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct work on and off the project site and other offsite facilities necessary for work on the project; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work on various contract items on or off the project site, excepting those specifically paid for under separate bid items. Such activities shall include, but are not limited to, coordination with Agency forces, securing permits, preconstruction survey (video and photographs), surveying and staking, securing construction water supply, providing power necessary for construction, providing all temporary construction fencing; installing, maintaining and removing project signs; providing on-site sanitary facilities; posting OSHA requirements and establishing safety programs, demobilization and any other work or services not included in any other bid item. This work also includes the cost for maintaining and submitting the project record drawings at the end of the project. These record drawings must be reviewed monthly with the 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 98 of 127 Agency to receive progress or final payments for any work. The Contractor hereby agrees that the price paid is sufficient for Mobilization and Preparatory Work, as described in this section, and that the Contractor shall have no right to additional compensation for Mobilization and Preparatory Work. Progress payments for Mobilization and Preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed), payment will be made at forty percent (40%) of the amount bid for Mobilization and Preparatory Work. For the second progress payment, payment will be made at fifty percent (50%) of the amount bid for Mobilization and Preparatory Work. The remaining 10% of the amount bid for Mobilization and Preparatory Work will be made when all punch list items are signed-off and completed to the satisfaction of the City Inspector, and the Contractor has completely demobilized from the project site(s). 9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his expense. Bid Schedule A – Valley Street Water Main Replacement Bid Item No. A-1: Mobilization The contract price paid for this bid item shall constitute payment for all mobilization work in accordance with Section 9-3.4.1. Bid Item No. A-2: Traffic Control Plan Preparation, Implementation and Maintenance The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, equipment and services to prepare traffic control plans and implement the temporary traffic control systems necessary to complete all phases of work in accordance with Section 601. Bid Item No. A-3: Excavation Support Systems The contract price paid for this bid item shall constitute full compensation to furnish and install sheeting, shoring, bracing, sloping or equivalent method of support for excavations for the protection of life or limb which shall conform to applicable safety orders. This includes, but is not limited to, the preparation and submittal of a shoring plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground in or adjacent to trenches or open excavations, and acceptance of said plan by the Engineer, in accordance with California Labor Codes 6705 and 6707. If such plan varies from the excavation support system standards of CCR, Title 8, Section 1541.1, the plan shall be prepared by a California registered civil or structural engineer. This bid item shall also include obtaining any required permit from the State Division of Industrial Safety. Bid Item No. A-4: Tier 2 SWPPP Preparation, Implementation and Maintenance The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to submit for approval, implement, maintain, report, document, and amend as necessary a Tier 2 Storm Water Pollution Prevention Plan per Section 300-12. ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 99 of 127 Bid Item No. A-5: Utility Locating and Potholing The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals to locate existing utilities within the site, perform exploratory excavation where existing utilities cross the proposed trench zone, and protecting utilities during construction. This item includes, but is not limited to, excavating, utility locating and logging, backfilling, and pavement restoration per Carlsbad Standard Drawing GS-29, and submitting a report of the located utility depths prior to trenching. Bid Item No. A-6: Construct Temporary Highline System The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to install a temporary highline for domestic water services as shown in the plan. The price paid shall include, but is not limited to, submittal of a highlining plan; securing temporary water meter; backflow prevention device; all piping, fittings and isolation valves; disinfection; connection to existing services, temporary asphalt (cold mix); protective ramps, trenching or plating; maintenance of the highline system for the duration of the work; removal of the system upon reconnection of water; and site restoration. Materials used for the temporary highline shall conform with the Carlsbad Engineering Standards, Section 15000. Bid Item No. A-7: Asbestos Cement Pipe Removal and Disposal The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to remove and dispose existing asbestos cement pipe in accordance with the Contract Documents. This item shall include the preparation and submittal of any required health and safety plans; excavation; dewatering; removal of ACP; labeling, bagging and sealing samples for AC Pipe Testing; polyethylene encasement of AC pipe to be disposed; placement of ACP in designated waste containers; legal disposal of pipe, providing manifest of disposal and all incidental work in accordance with applicable regulations. Bid Item No. A-8: Demolish and Abandon Existing Fire Service The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to abandon in-place an existing 6-inch fire service in accordance with SDRSD WP-03 and the Contract Documents. This item shall include compensation for all work for excavation; removal of existing fire service tee, thrust block, isolation valve, and manual air release assembly; and filling the fire service pipe with concrete slurry per SDRSD WP-03. Bid Item No. A-9: Connect to Existing Water Main at STA 0+14 The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment necessary to connect the proposed pipeline to the existing water main in accordance with the Contract Documents. This item shall include pavement saw-cutting, demolition of pavements, excavation, removal of existing AC pipe, fittings required to facilitate the connection, disinfection; bacteriological testing; placement and compaction of imported pipe zone bedding and backfill; and trench zone backfill. Bid Item No. A-10: Connect to Existing Water Main at STA 5+57 The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment necessary to connect the proposed pipeline to the existing water main in accordance with the Contract Documents. This item shall include pavement saw-cutting, demolition of pavements, excavation, removal of existing AC pipe, fittings and couplings required to facilitate the connection, disinfection; bacteriological testing; placement and compaction of imported pipe zone bedding and backfill; and trench zone backfill. ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 100 of 127 Bid Item No. A-11: Construct 8-Inch PVC Water Main The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment and install new polyvinyl chloride (PVC) water main (DR 14) of the size specified per CMWD Standard Drawing W-2 and in accordance with the Contract Documents. This bid item shall include pavement saw-cutting; demolition of pavements, excavation, and any required water disposal, removal of existing or to be abandoned conduits or structures, placement and compaction of imported pipe zone bedding and backfill and trench zone backfill, pipe, gaskets, hardware, fittings, corrosion protection of fittings and hardware, thrust blocks and thrust restraint devices, installation of tracer wire and utility warning tape, hydrostatic pressure testing, disinfection, disposal of surplus materials and all incidental work. Bid Item No. A-12: Furnish and Install 8-Inch Gate Valve The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment and install a new 8-inch diameter resilient wedge gate valve, support block, and valve box assembly per CMWD Standard Drawing W-21 and in accordance with the Contract Documents. Bid Item No. A-13: Furnish and Install 6-Inch Gate Valve The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment and install a new 6-inch diameter resilient wedge gate valve, support block, and valve box assembly per CMWD Standard Drawing W-21 and in accordance with the Contract Documents. Bid Item No. A-14: Construct 6-Inch PVC Fire Service The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to install the public portion of the fire service per CMWD Standard Drawing W-9 and in accordance with the Contract Documents. This item includes, but is not limited to, pavement saw-cutting; demolition of pavements; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; imported bedding and backfill materials; pipe; pipe spools; fittings; thrust blocks and valve support blocks; locating wire; placement and compaction of imported pipe zone bedding and backfill; and trench zone backfill; fire hydrant markers, and 90-degree ductile iron fitting at the inlet of the proposed double check valve assembly (double check valve assembly to be provided by others). Bid Item No. A-15: Replace 2-Inch Water Service Assembly The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to install the new domestic water service assembly per CMWD Standard Drawing W-4 in accordance with the Contract Documents. This item includes, but is not limited to, pavement saw-cutting; demolition of pavements; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; imported pipe zone bedding and backfill and trench zone backfill; service saddle; corporation stop; copper tubing; fittings; angle meter valve; connections to proposed main and existing water meter, sacrificial anode replacement, meter box replacement and site restoration. New water meters will be furnished and installed by the District. Bid Item No. A-16: Construct 2-Inch Manual Air Release Valve The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to install a new manual air release valve per CMWD Standard Drawing W-10 and in accordance with the Contract Documents. This item includes, but is not limited to, pavement saw-cutting; demolition of pavements; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; imported bedding and ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 101 of 127 backfill materials; connection to main, piping; valves; fittings; valve box and lid; locating wire; placement and compaction of imported pipe zone bedding and backfill; and trench zone backfill. Bid Item No. A-17: Replace Sidewalk The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to remove the existing concrete sidewalk in accordance with SDRSD G- 11 and Section 401 and replace in-kind per SDRSD G-07 through G-11 and Section 303-5. Bid Item No. A-18: Remove and Replace Type G Curb and Gutter The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to remove the existing Type-G curb and gutter in accordance with SDRSD G-11 and Section 401 and replace in-kind per SDRSD G-2, G-11 and Section 303-5. Bid Item No. A-19: Pavement Restoration The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to resurfacing the trench per City of Carlsbad Standard Drawing series GS-24 through GS-28 and in accordance with Sections 203-6, 301, 302-5 and 404. The pavement section shall consist of six (6) inches of PG 64-10 asphalt concrete over six (6) inches Class II aggregate base. The Contractor is advised of the trench width limits for the 2-inch grind and overlay (T-patch section) per City of Carlsbad Standard Drawing GS-25. Additional payment for grind and overlay for trenches that exceed the specified limit will not be made. Adjacent Pavement that is damaged during construction, when such damage could have been prevented using rubber-tired equipment, steel plating or similar protective measures, will not be measured for payment and shall be replaced at the Contractor’s expense. Bid Item No. A-20: Replace Pavement Markings The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to replace in-kind per Section 314 all road striping, markers and signage disturbed, removed or damaged by construction. Bid Schedule B – South Agua Hedionda Interceptor Reach T1D Improvements (Foxtail Loop) Bid Item No. B-1: Mobilization The contract price paid for this bid item shall constitute payment for all mobilization work in accordance with Section 9-3.4.1. Bid Item No. B-2: Traffic Control Plan Preparation, Implementation and Maintenance The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, equipment and incidentals to prepare traffic control plans and implement the temporary traffic control systems necessary to complete all phases of work in accordance with Section 601. The work area is located within the gated community of Terraces of Sunny Creek Homeowners Association. The traffic control plan shall incorporate necessary controls and devices within the private community. ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 102 of 127 Bid Item No. B-3: Tier 2 SWPPP Preparation, Implementation and Maintenance The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to submit for approval, implement, maintain, report, document, and amend as necessary a Tier 2 Storm Water Pollution Prevention Plan per Sections 300-12. Bid Item No. B-4: Sewer By-Pass System The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to design, install and maintain temporary sewer bypass system during construction and manhole rehabilitation in accordance with the Contract Documents. The price paid shall include, but is not limited to, submittal of a sewer bypass plan; all connections, piping, redundant pumping units; security; temporary asphalt (cold mix); protective barriers, ramps, trenching or plating; testing and maintenance of the system for the duration of the work; removal of the system upon completion of work; and site restoration. Bid Item No. B-5: Excavation Support Systems The contract price paid for this bid item shall constitute full compensation to furnish and install sheeting, shoring, bracing, sloping or equivalent method of support for excavations for the protection of life or limb which shall conform to applicable safety orders. This includes, but is not limited to, the preparation and submittal of a shoring plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground in or adjacent to trenches or open excavations, and acceptance of said plan by the Engineer, in accordance with California Labor Codes 6705 and 6707. If such plan varies from the excavation support system standards of CCR, Title 8, Section 1541.1, the plan shall be prepared by a California registered civil or structural engineer. This bid item shall also include obtaining any required permit from the State Division of Industrial Safety. Bid Item No. B-6: Utility Locating and Potholing The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals to locate existing utilities within the site, perform exploratory excavation where existing utilities cross the proposed trench zone, and protecting utilities during construction. This item includes, but is not limited to, excavating, utility locating and logging, backfilling, and pavement restoration per Carlsbad Standard Drawing GS-29, and submitting a report of the located utility depths prior to trenching. Bid Item No. B-7: Construct 8-Inch PVC Sewer The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to construct a new 8-inch SDR 35 PVC sewer gravity main where shown on the plans and in accordance with CSD S-5 and the Contract Documents. This bid item shall include, but is not limited to, pavement saw-cutting; demolition of pavement; excavation; pipe, gaskets; filter fabric; placement of imported crushed rock bedding and pipe zone backfill; placement and compaction of trench backfill and aggregate base. Bid Item No. B-8: Connect to and Modify MH# 24A-43 The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to connect the new 8-inch sewer main to the existing manhole #24A-43 at Station 20+07 and rechannel and rehabilitate the structure in accordance with the Contract Documents. This item shall include pavement saw-cutting, demolition of pavement, excavation, core drilling a new outlet opening, fittings and adapters required to facilitate the connection, modifications to the manhole bench and channel as shown on the plans, flow diverter gates, epoxy manhole rehabilitation per CSD S-1A, replacement of manhole frame, covers, and concrete ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 103 of 127 collar, placement and compaction of imported soil material, trench zone backfill and aggregate base. Bid Item No. B-9: Remove Existing 8-Inch Sewer and Connect to Existing Sewer Main The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to remove an approximate 45 linear feet of 8-inch PVC sewer and associated cleanout and connect the proposed 8-inch sewer to the existing 8-inch PVC sewer main with a deflection coupling. This item shall include pavement saw-cutting; demolition of pavement; excavation; removal of an existing PVC sewer cleanout and iron gate gap constructed per CSD S-6; fittings and adapters required for the connection; placement and compaction of imported pipe zone bedding and backfill; and trench zone backfill and aggregate base. Bid Item No. B-10: Replace Existing 8-Inch PVC Sewer with 12-Inch PVC Sewer The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to remove the existing 8-inch PVC sewer main and replace with a new 12-inch SDR 35 PVC sewer gravity main where shown on the plans and in accordance with CSD S-5 and the Contract Documents. This bid item shall include, but is not limited to, pavement saw-cutting; demolition of pavement; excavation; removal and disposal of existing PVC sewer pipe; pipe, gaskets, manhole adapters and couplings; filter fabric; placement of imported crushed rock bedding and pipe zone backfill; and placement and compaction of trench backfill and aggregate base. Bid Item No. B-11: Replace Existing 8-Inch PVC Sewer with 15-Inch PVC Sewer The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to remove the existing 8-inch PVC sewer main and replace with a new 15-inch SDR 35 PVC sewer gravity main where shown on the plans and in accordance with CSD S-5 and the Contract Documents. This bid item shall include, but is not limited to, pavement saw-cutting; demolition of pavement; excavation; removal and disposal of existing PVC sewer pipe; pipe, gaskets, manhole adapters and couplings; filter fabric; placement of imported crushed rock bedding and pipe zone backfill; placement and compaction of trench backfill and aggregate base. Bid Item No. B-12: Connect to and Modify Manhole # 24A-38 The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to connect the new sewer pipeline to the existing manhole at STA 26+87 (City Manhole #24A-38), adapt the structure to the new sewer connections, and rehabilitate the structure. This item shall include pavement saw-cutting, demolition of pavement, excavation, core drilling a new inlet opening, fittings and adapters required to facilitate the connection, modifications to the manhole bench and channel as shown on the plans, epoxy manhole rehabilitation per CSD S-1A and the details on the plan, replacement of manhole frame, covers, and concrete collar, placement and compaction of imported soil material and trench zone backfill and aggregate base. Bid Item No. B-13: Connect to Existing PVC Sewer, STA 10+57 The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to connect the new 12-inch sewer main to the existing 8-inch C900 PVC sewer with a SDR 35 PVC expander fitting in accordance with the Contract Documents. Bid Item No. B-14: Connect to and Modify Manhole Nos. 24A-39 and 40 The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to connect the new sewer pipeline to the existing manholes at ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 104 of 127 STA 29+96 (City Manhole #24A-40) and STA 31+95 (City Manhole # 24A-39), adapt the structures to the new sewer connections, and rehabilitate the structure. This item shall include pavement saw-cutting, demolition of pavement, excavation, core drilling new openings, fittings and adapters required to facilitate the connection, modifications to the manhole bench and channel as shown on the plans, epoxy manhole rehabilitation per CSD S-1A and the details on the plan, replacement of manhole frame, covers, and concrete collar, placement and compaction of imported soil material, and trench zone backfill and aggregate base. The Contractor is advised of the existing steel reinforced modified bench section within both structures, as shown on the plan, that requires rechanneling to accommodate the proposed pipeline diameters. Bid Item No. B-15: Sewer Lateral Reconnection The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to remove the private residential 4-inch PVC sewer lateral from the existing sewer to be removed and reconnect to the proposed sewer per CSD S-7 and in accordance with the Contract Documents. This bid item shall include, but is not limited to, pavement saw-cutting; demolition of pavement; excavation; removal and disposal of existing 4- Inch PVC sewer lateral pipe; pipe, gaskets, fittings, adapters, and couplings necessary to facilitate the reconnection; placement of imported crushed rock bedding and pipe zone backfill; placement and compaction of trench backfill and aggregate base. Bid Item No. B-16: Pavement Restoration The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to complete all trench paving and asphalt cold mill grind and overlay to the extents shown on the plan and in accordance with CSD GS-27 through 28 and the Contract documents. Bid Item No. B-17: Replace Private Landscaping The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to replace in-kind all irrigation and landscaping disturbed by construction on the residential properties of 5611 and 5615 Foxtail Loop (refer to site photos provided on the plan). Bid Item No. B-18: Replace Private Concrete Driveway The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to replace in-kind the concrete residential driveway of 5615 Foxtail Loop to the extent shown on the plan per Sections 401-3.2 through 401-3.3, Carlsbad Standard Drawing GS-12 and Section 303-5. Bid Item No. B-19: Replace Survey Monument The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to remove and replace the existing street survey monuments disturbed by construction per SDRSD M-10 and file corner records in accordance with the procedure defined in Section 2-9.2. Bid Item No. B-20: Replace Street Markings and Striping The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to replace in-kind all road striping, markers and signage disturbed, removed or damaged by construction per Section 314. ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 105 of 127 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 2, CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS. 200-2.1 General. Replace this subsection in its entirety with the following: Materials for use as untreated base or subbase shall be classified in the order of preference as follows: a) Class II Aggregate Base conforming to Caltrans Standard Specification, Section 26: Aggregate Bases, Subsection 26-1.02B Class II Aggregate Base, ¾” maximum size. b) Crushed Miscellaneous Base conforming to subsection 200-2.4. When base material without further qualification is specified, the Contractor shall supply Class II aggregate base. When a particular classification of base material is specified, the Contractor may substitute any higher classification of base material for that specified, following the order of preference listed above. All processing or blending of materials to meet the grading requirement will be performed at the plant or source. The materials shall compact to a hard, firm, unyielding surface and shall remain stable when saturated with water. Add the following section: 200-2.2.4 Class II Aggregate Base. If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements 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 indicate 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 requirements 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 15 percent of the material cost 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 Equivalent 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. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 106 of 127 200-2.4.3 Quality Requirements. Add the following: If the test results of the tests for either or both aggregate grading and Sand Equivalent tests do not meet the requirements specified, placement of the Crushed Miscellaneous Base may be continued for the remainder of the working day. Work shall not resume until tests indicate that the aggregate to be used complies with the requirements specified. If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified, the Crushed Miscellaneous Base which is represented by these tests shall be removed. However, if requested by the Contractor and approved by the Engineer, the material may remain in place and the Contractor shall pay to the City 15 percent of the material cost 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 Equivalent do not conform to the requirements for Crushed Miscellaneous Base, 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(A) Modify as follows: TABLE 201-1.1.2(A) (3) PORTLAND CEMENT CONCRETE Type of Construction Concrete Maximum Class Slump Inches (mm) All Concrete Used Within the Right-of-Way 560-C-3250 (1) (330-C-23) (2) Trench Backfill Slurry 190-E-400 (115-E-3) 8” (200) Street Light Foundations and Survey Monuments 560-C-3250 (330-C-23) 4” (100) Traffic Signal Foundations 590-C-3750 (350-C-27) 4” (100) Concreted-Rock Erosion Protection 520-C-2500P 310-C-17 per Table 300-11.3.1 (1) Except that concrete required to be of higher strength by Table 201-1.1.2(A) SSPWC shall be as per Table 201-1.1.2(A) SSPWC. (2) As per Table 201-1.1.2(A) SSPWC. (3) Portions of Table 201-1.1.2(A) of the Standard Specifications for Public Works Construction not shown herein as changed are not affected by this table. 201-1.2.4 Chemical Admixtures. Substitute the following: ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 107 of 127 (d) Air-Entraining Admixtures. 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 504. 201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS 201-3.4 Type “A” Sealant (Two-Part Polyurethane Sealant). Add the following: All finished concrete surfaces shall have a ½” continuous expansion joint at locations indicated on the plans and notes and shall be located either parallel or perpendicular to the curb line. When not otherwise indicated, all expansion joints located adjacent to colored concrete shall be sealant Type “A” and colored to match the color of the concrete surface. Contractor shall provide joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. Contractor shall submit product data from the manufacturer of each joint sealant product required, including instructions for joint preparation and joint sealer application. Contractor shall also submit samples for initial selection purposes in form of manufacturer’s standard bead samples, consisting of strips of actual products showing full range of colors available, for each product 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. When matching existing colored concrete or for new colored concrete, provide color selections from manufacturer’s full range of standard colors for products of type indicated. Sealant color parallel to curb line shall match color of Paving Treatment as specified in Section 303-7 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-C920, Type M, Grade P, Class 25, or FS TT-S 0227E Class A, non-sag, Type II. Acceptable Products: “Sonneborn NPII”; Sonneborn Building Products Division; “Scofield Lithoseal Trafficalk 3-G”, L.M. Scofield Company; or equivalent, as approved by the Engineer. Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Plastic foam joint fillers shall be pre-formed, compressible, resilient, nonstaining, nonwaxing, nonextruding strips of flexible plastic foam either open-cell polyurethane foam or closed-cell 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 108 of 127 polyethylene foam, subject to approval of sealant manufacturer, for cold-applied sealants only. Polystyrene foam is not acceptable. SECTION 203 - BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. 203-6.2.1. Asphalt Binder. Add the following: 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 considered in conformance with the mix design provided the stability of the completed mix complies with the requirements for Hveem Stability per Table 203-6.4.4. 203-6.4 Asphalt Concrete Mixtures. Add the following: Conventional Asphalt concrete shall be class C2-PG64-10 for a surface course 2 inches in depth and B-PG64-10 for all base courses. Asphalt concrete shall be class D2-PG70-10 for dikes and class E-PG70-10 ditches. 203-6.4.4 Composition and Grading. Add the following: Evaluation of asphalt concrete shall be determined from samples of asphalt concrete taken after completion of all processing (Wet Mix) or by core sample analysis of the in-place asphalt concrete or by direct central plant inspection that confirms the production of a particular mix design and verifies using samples of aggregate taken before the addition of asphalt and mineral filler (Bin). All samples shall be taken in accordance with Calif. Test 125. When Wet Mix or Core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representative and adequate quantity of material for: 1. Asphalt Content and Gradation of Extraction using Calif. Test 382 or ASTM 2172, and Calif. Test 202. 2. Stability using: a. Hveem stability Value using Calif. Tests 304 and 366 shall be the average of three individual Values and/or b. Marshall Stability1 in accordance with the Asphalt Institute's MS-2 fabricated and tested for traffic volume and shall be the average of three specimens. 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. The amount of asphalt binder used in asphalt concrete placed in dikes, gutters, gutter flares, overside drains and aprons at the ends of drainage structures shall be increased one percent by 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 109 of 127 mass of the aggregate over the amount of asphalt binder determined for use in asphalt concrete placed on the traveled way. Wet Mix or Core sampled asphalt concrete will be considered in conformance with the mix design when the asphalt content is within +/- .40 of the design mix and the gradation conforms to the grading as shown in Table 203-6.4.4. Deviations in gradation may be considered in conformance with the mix design provided the stability of the completed mix complies with the requirements for Hveem Stability per Table 203-6.4.4. SECTION 213 - ENGINEERING GEOSYNTHETICS 213-5 GEOTEXTILES AND GEOGRIDS Add the following section: 213-5.1 General. Geotextile types shall be used for the applications listed in Table 213-5.1. Table 213-5.1 GEOTEXTILE APPLICATIONS Application of Geotextile Type Designation Separation of Soil and Street Structural Section 90WS Separation of Soil and Subsurface Aggregate Drain 180N Reinforcement of Street Structural Section 200WS Remediation and Separation of Soil 270WS Reinforcement of Soil 270WS Drainage at the Interface of Soil Structures N/A Drainage at the Interface of Soil and Structures N/A Rock Slope Protection Fabric for Rock Sizes Below 225 kg (¼ Ton) 180N Rock Slope Protection Fabric for Rock Sizes Including and Above 225 kg (¼ Ton) 250N Plant Protection Covering 90N Erosion Control Fence with 14 AWG - 150 mm x 150 mm (6”x6”) Wire and 3 m (10’) Post Spacing 90WS Erosion Control Fence with 1.8 m (6’) Post Spacing and No Wire Fencing 200WS Add the following section: 213-5.2 Erosion Control Specialties. Storm water erosion control plans shall be prepared, implemented, and maintained by individuals with the respective qualifications and certification as specified in the City of Carlsbad Engineering Standards Volume 4. Add the following section: 213-5.3 Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled with no less than 23kg (50lbs) of 19 mm (3/4“) crushed rock and securely tied closed. Plastic bags are not acceptable. ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 110 of 127 SECTION 214 TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 214-4 PAINT FOR STRIPING AND MARKINGS. 214-4.1 General: Modify as follows: Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines, chevrons, and curbs shall be rapid dry water borne conforming to Caltrans Specification No. PTWB-01. Paint for pavement legends, pavement symbols, pavement arrows, cross walks, parking stall markings and stop bars shall be alkyd thermoplastic conforming to Caltrans Specification No. 8010-19A. Glass beads shall be applied to the surface of the rapid dry water borne paint and the molten thermoplastic material and shall conform to the requirements of Caltrans Specification No. 8010-004 (Type II). Caltrans Specifications for water borne paint, thermoplastic material and glass beads may be obtained from the Caltrans Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819, telephone number (916) 227-7000. 214-6 PAVEMENT MARKERS. Add the following section: 214-6.4.3.1 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- 6.4.3.1, or equal thereto. TABLE 214-6.4.3.1 TEMPORARY REFLECTIVE PAVEMENT MARKERS Type Manufacturer of Distributor TOM- Temporary Overlay Markers Davidson Traffic Control Products, 3110 70th Avenue East, Tacoma, WA 98424, (877) 335-4638 Add the following section: 214-6.4.3.2 Permanent Reflective Channelizer. Reflective Channelizer shall be new surface- mounted type and shall be furnished, placed, and maintained at the locations shown on the plans. Reflective channelizer posts shall be orange in color. Reflective channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm in size. The reflective sheeting shall be visible at 300 m at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20. Reflective channelizer shall be one of the types shown in Table 214-6.4.3.2, or equal thereto. ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 111 of 127 TABLE 214-6.4.3.2 REFLECTIVE CHANNELIZER Type Manufacturer of Distributor Safe-Hit SH336SMA Safe-Hit, A Division of Energy Absorption Systems, Inc. 35 East Wacker Drive, Suite 1100 Chicago, IL 60602 (800) 537-8958 Carsonite "Super Duck" SDR3036 Carsonite Composites, LLC 605 Bob Gifford Boulevard Early Branch, SC 29916 (800) 648-7916 Repo "The Replaceable Post" Western Highway Products 10680 Fern Avenue Stanton, CA 90680 (800) 854-3360 The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of Section 2-5.3.3 “Submittals”. Said certificate shall certify that the permanent reflective 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 the approved quality control program. ,~ 4.. 1 - - --- 7 - Revised 6/15/17 Contract Nos. 3904 and 5503 Page 112 of 127 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 3, CONSTRUCTION METHODS SECTION 300 – EARTHWORK Add the following section: 300-2.10 Grading Tolerance. The Contractor shall finish excavated areas other than slopes and subgrade below structures, within the roadway and sidewalk areas within 30 mm (0.1’) of the grades shown on the plans. Subgrade tolerances shall conform to the requirements of section 301-1.4. Add the following section: 300-12 STORM WATER POLLUTION PREVENTION PLAN 300-12.1 Storm Water Pollution Prevention Plan. As part of the storm water pollution prevention work, the Contractor shall prepare and submit Storm Water Pollution Prevention Plan, hereafter referred to as the "SWPPP,". The SWPPP shall conform to the requirements of the City of Carlsbad Engineering Standards Volume 4 “SWPPP Manual”, “Greenbook” Standard Specifications for Public Works Construction, the requirements in the California Storm Water Quality Association, Stormwater Best Management Practice Handbook, Construction (“Handbook”), the requirements of the Permit, the requirements in the plans and these supplemental provisions. 300-12.2 SWPPP Document. Within 15 calendar days after the execution of the contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer, in accordance with Section 2- 5.3. If revisions are required, the Contractor shall revise and resubmit the SWPPP within 15 days of receipt of the Engineer’s comments and shall allow 5 days for the Engineer to review the revisions. Upon the Engineer’s acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes, shall be submitted to the Engineer. The objectives of the SWPPP shall be to identify pollution sources that may adversely affect the quality of storm water discharges associated with the project and to identify, construct, implement and maintain storm water pollution prevention measures, hereafter referred to as control measures, to reduce to the extent feasible pollutants in storm water discharges from the construction site both during and after construction is completed under this contract. The SWPPP shall incorporate control measures in the following categories: 1. Soil stabilization practices; 2. Sediment control practices; 3. Wind erosion control practices; 4. Non-storm water management and waste management and disposal control practices. 5. Daily street sweeping 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 113 of 127 Specific objectives and minimum requirements for each category of control measures are contained in the Handbook. The Contractor shall designate a Water Pollution Control Manager who will have the responsibilities outlined in the SWPPP. The SWPPP shall include, but not be limited to, the following items as described in the SWPPP: 1. Source Identification; 2. Erosion and Sediment Controls; 3. Non-Storm Water Management; 4. Waste Management and Disposal; 5. Maintenance, Inspection and Repair; 6. Training; 7. List of Contractors and Subcontractors; 8. Post-Construction Storm Water Management; 9. Preparer; 10. Copy of the local permit; 11. BMP Consideration Checklist; 12. SWPPP Checklist; 13. Schedule of Values; and 14. Storm Water Pollution Prevention Drawings. The Contractor shall amend the SWPPP, graphically and in narrative form, whenever there is a change in construction activities or operations which may affect the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems, or when deemed necessary by the Engineer. The SWPPP shall also be amended if it is in violation of any condition of the Permit or has not effectively achieved the objective of reducing pollutants in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially accepted SWPPP, which are required on the project to control water pollution effectively. Amendments to the SWPPP shall be submitted for review and acceptance by the Engineer in the same manner specified for the initially accepted SWPPP. Accepted amendments shall be dated and logged in the SWPPP. Upon acceptance of the amendment, the Contractor shall implement the additional control measures or revised operations. The Contractor shall keep a copy of the accepted SWPPP and accepted amendments at the project site. The SWPPP shall be made available upon request of a representative of the Regional Water Quality Control Board, State Water Resources Control Board, U.S. Environmental Protection Agency or local storm water management agency. Requests by the public shall be directed to the Engineer. 300-12.3 SWPPP Implementation. Upon acceptance of the SWPPP, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting and maintaining the control measures included in the SWPPP and any amendments thereto and for removing and disposing of temporary control measures. Unless otherwise directed by the Engineer or specified in these supplemental provisions, the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of work ordered in accordance with Section 6-3, "Suspension of Work". Requirements for installation, construction, inspection, maintenance, removal and disposal of control measures are specified in the “Handbook” and these supplemental provisions. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 114 of 127 Soil stabilization practices and sediment control measures, including minimum requirements, shall be provided throughout the rainy season, defined as between October 1 and April 30. Implementation of soil stabilization practices and sediment control measures for soil-disturbed areas of the project site shall be completed, except as provided for below, no later than 20 days prior to the beginning of the rainy season or upon start of applicable construction activities for projects which begin either during or within 20 days of the rainy season. The Contractor shall implement, year-round and throughout the duration of the project, control measures included in the SWPPP for sediment tracking, wind erosion, non-storm water management and waste management and disposal. The Engineer may order the suspension of construction operations, at the Contractor’s cost, which create water pollution if the Contractor fails to conform to the requirements of this section as determined by the Engineer. 300-12.4 Maintenance. To ensure the proper implementation and functioning of control measures, the Contractor shall regularly inspect and maintain the construction site for the control measures identified in the SWPPP, as described in Section 7-8. The Contractor shall identify corrective actions and time frames to address any damaged measures or reinitiate any measures that have been discontinued. The construction site inspection checklist provided in the “Handbook” shall be used to ensure that the necessary measures are being properly implemented, and to ensure that the control measures are functioning adequately. The Contractor shall submit one copy of each site inspection record to the Engineer, within two days of the inspection. During the rainy season, inspections of the construction site shall be conducted by the Contractor to identify deficient measures, as follows: 1. When the five-day rain probability forecast exceeds forty percent (40%). 2. After any precipitation which causes runoff capable of carrying sediment from the construction site; 3. At 24-hour intervals during extended precipitation events; and 4. Routinely, at a minimum of once every week. If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified control measure, the deficiency shall be corrected by the Contractor immediately, or by a later date and time if requested by the Contractor and accepted by the Engineer in writing, but not later than the onset of subsequent precipitation events. The correction of deficiencies shall be at no additional cost to the City. 300-12.5 Payment. The contract lump sum price paid for the SWPPP work shall include full compensation for the design, submittal, obtaining approval, and amending the Tier 2 SWPPP and for furnishing all labor, materials, tools, equipment, and incidentals to install, implement, maintain and remove construction BMPs per the approved SWPPP. The most recent Tier 2 construction SWPPP Template is available on the City Website and an example is included in Appendix “A”. Partial payment shall be based on the percentage of the total value of work completed. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 115 of 127 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 “150 mm (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 (including pipelines), or curb, gutter, curb and gutter, alley pavement, driveway, sidewalk constructed over them, to no less than 95 percent maximum dry density as determined by ASTM D1557. 301-1.7 Payment. Modify the first paragraph as follows: Payment for subgrade preparation shall be incidental to the contract bid price for which the subgrade is prepared and shall include all labor, materials; including water, operations and equipment to scarify, adjust moisture, compact or recompact the subgrade, both in cut areas and in fill areas, and no further compensation will be allowed. SECTION 302 - ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT. Add the following section: 302-5.2 Pavement Transitions. The Contractor shall ramp the approaches and termini to all structures and vertical joints in the cold-milled area which are transverse to through traffic with temporary asphalt concrete pavement as specified in Section 306-13.1. Ramps shall be constructed the same day as cold milling and removed the same day as permanent paving. Ramp dimensions and compaction shall be as approved by the Engineer. 302-5.4 Tack Coat. Add the following: If the asphalt concrete pavement is being constructed directly upon an existing hard-surfaced pavement, a tack coat of PG 64-10 paving asphalt at a rate of 0.05 gallon per square yard or SS-1h emulsion at a rate between 0.05 and 0.10 gal/SY shall be uniformly applied upon the existing pavement preceding the placement of the asphalt concrete. The contact surfaces of all cold pavement joints, curbs, gutters, manholes, and the like shall be painted with PG 64-10 paving asphalt, or SS-1h emulsion, immediately before the adjoining asphalt concrete is placed. The Contractor shall place a tack coat between the successive interfaces of existing pavement and new asphalt concrete. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 116 of 127 302-5.5 Distribution and Spreading. Add after the second sentence of sixth paragraph: The Contractor shall provide the self-propelled spreading and finishing machine used to construct the asphalt concrete surface course with an automatic screed control. The automatic screed control shall be 5.5 m (18’) minimum length. The paving machine shall be operated by an operator and two full-time screed men during all paving. The Contractor shall provide an on-site backup paving during all paving operations. No conveyor belt systems will be allowed for moving the AC. No AC windrows will be allowed. Only a surge volume/remix material transfer vehicle (MTV) is allowed to receive the AC from the haul trucks and then place it in the self-propelled spreading and finishing machine. If the Engineer determines the use of the MTV is not practical for a portion of the project, the Engineer may waive its requirement for that portion. 302-5.6.1 General. Add to the second paragraph, Part (2): Pinched joint rolling procedures shall be required, and vibratory rollers shall be limited to breakdown, unless otherwise directed by the Engineer. Add after the last paragraph: Unless directed otherwise by the Engineer, the initial breakdown rolling shall be followed by a pneumatic-tired roller as described in this section. 302-5.9 Measurement and Payment. Replace the first sentence with the following: Payment for pavement resurfacing shall be made at the unit bid price for the item requiring such work. Add the following section: 302-15 PUBLIC CONVENIENCE AND TRAFFIC CONTROL. The Contractor shall schedule the work so as to prevent damage by all traffic. The Contractor shall not schedule work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling the city’s contracted waste company. The Contractor shall accommodate mail delivery to residences and businesses during the work. At least two weeks prior to work, Contractor shall send, by first class mail, notification letters to all property addresses on which resurfacing shall occur. Obtaining the appropriate addresses shall be the Contractor’s responsibility. A sample letter shall be provided by the city and the Contractor shall use the city’s sample letter and modify it with the appropriate street names, dates, times, and phone numbers specific to the work. The limits and sequencing of the Contractor’s resurfacing operations shall impact no more than 900 lineal feet of street or curb-side parking for residents and business on any given day. 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 Contract shall give written notification of the impending disruption via door hangers. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified. The Contractor shall deliver the advance notification door hanger which shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Contractor’s 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 117 of 127 permanent office or field office and the other number shall be a 24-hour number answered by a representative of the Contractor who is knowledgeable about the project. At least one of the phone numbers shall be in the 760 area code. An answering machine shall not be connected to either number. The notification shall also give a brief description of the work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall use the sample door hanger provided by the city and submit door hangars to the Inspector for approval. Notices shall not be distributed until approved by the Inspector. The notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 4 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65-lb card stock. The printing on the notice shall be no smaller than 12-point. The door hanger shall list the street name, date, time, phone numbers, and appropriate information specific to the work. The preparation, materials, printing and distribution of the notifications shall be included in the contract price for the Work requiring such notifications and no separate or additional payment shall be made. SECTION 303 CONCRETE AND MASONRY CONSTRUCTION. 303-1 CONCRETE STRUCTURES. 303-1.2 Subgrade for Concrete Structures. Add the following: If groundwater is encountered, Contractor shall work a minimum 2’ deep of ¾” gravel into soil to provide an adequate base for construction of concrete structure. 303-1.11 Measurement. Delete the subsection in its entirety and replace with the following: Concrete structures will be measured for payment by each structure installed as specified in the bid schedule and in accordance to the plan and any referenced standard drawings. 303-1.12 Payment. Delete the subsection in its entirety and replace with the following: Payment for concrete structures will be made as set forth in the Bid Schedule. Payment shall include compensation for furnishing all labor, materials, tools, and equipment necessary to construct the concrete structures complete in place. Items shall include submittal of PCC mix design for approval, structure excavation, subgrade and base preparation, furnishing PCC and casting-in-place, steel reinforcement, forms, covers, rims, grates, frames, collars, cone and draft sections, bases, steps, clean up; and for all other work necessary to install the concrete structure, complete in place, and no additional compensation will be allowed therefor. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 118 of 127 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.1.1 General. Add the following: Portland Cement Concrete construction shall include, but not limited to, curbs, walkways, cross gutters, access ramps, driveways, concrete curb outlet, terrace ditches, and all other miscellaneous PCC construction items as indicated on the plans and per these Specifications. Removal of adjacent asphalt concrete and aggregate base removal associated with concrete curb construction shall be replaced with full depth asphalt concrete with a minimum width of one foot perpendicular to the face of concrete edge. The replaced section shall conform to the requirements of Sections 203-6, 302-5, 401-3 and match the depth of the adjacent concrete gutter. The Contractor shall verify with a “smart level”, string line and/or water testing that positive drainage is maintained upon completion of finishing, and any irregularities causing water ponding shall be corrected and refinished. The CITY shall be present to verify the concrete forms, prior to pouring any PCC construction improvements. 303-5.5.2 Curb. Add the following: The Contractor shall stamp the curb face with 75 mm (3”) high block letters directly above the point that it is crossed by underground facilities with the marking specified in Table 303-5.5.2(A) TABLE 303-5.5.2(A) Curb Face Markings Type of underground facilities Marking Water Service Lateral W Sewer Service Lateral S Irrigation Water Lateral or Sleeve RW 303-5.9 Measurement and Payment. Add the following: Curb and gutter, and curb, shall be considered as continuing across driveways, access ramps and drainage inlets when constructed adjacent thereto. Neither curb and gutter nor curb will be paid for across the length of local depressions, except that which occurs in gutter transitions at each side of an inlet. SECTION 306 – OPEN TRENCH CONDUIT CONSTRUCTION 306-3 TRENCH EXCAVATION Add the following: 306-3.1 General. When the actual elevation or position of any existing pipe, conduit, or other underground appurtenances cannot be determined without excavation, the Contractor shall excavate and expose the existing improvement at the location shown on the Plans and any other locations deemed necessary by the Engineer. Such excavation shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the ,~ 4.. Revised 6/15/17 Contract Nos. 3904 and 5503 Page 119 of 127 existing improvements when it is exposed. Any adjustments in line or grade which may be necessary to accomplish the intent of the plans shall be made at no additional costs. Add the following: 306-3.2 Removal of Surface Improvements. Add the following: Bituminous pavement, concrete pavement, curbs, sidewalks, or driveways removed in connection with construction shall be removed in accordance with Subsection 401 of the Standard Specifications and these Special Provisions and reconstructed in-kind. 306-3.5 Maximum Length of Open Trench. Delete the first sentence for the first paragraph and replace with the following: Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe is used shall be the distance necessary to accommodate the amount of pipe installed and backfilled in a single day. 306-12 BACKFILL 306-12.1 General. Add the following: The Contractor shall install detectable underground utility marking tape above each or, in the case of bundled underground conduit of the same type, the upper underground conduit being installed by the open trench method. Delete the following section in its entirety and replace with the following: 306-12.3.2 Compaction Requirements. The Contractor shall densify trench backfill to a minimum of 90 percent relative compaction except that in the top 915 mm (36”) of the street right- of-way, compaction shall be 95 percent. 306-13 TRENCH RESURFACING 306-13.1 Temporary Resurfacing. Add the following: Temporary bituminous resurfacing materials which are placed by the Contractor are for its convenience and shall be at no cost to the Agency. Temporary bituminous resurfacing materials shall be used in lieu of permanent resurfacing only when approved by the Engineer. When temporary bituminous resurfacing materials are used in lieu of permanent resurfacing it shall be removed and replaced with permanent resurfacing within 7 days of placement. No additional payment will be made for temporary bituminous resurfacing materials. The price bid for the associated conduit or structure shall include full compensation for furnishing, placing, maintaining, removing, and disposing of such temporary resurfacing materials. 306-13.2 Permanent Resurfacing. Add the following: Except as provided in section 306-13.1, “Temporary Resurfacing,” the Contractor shall perform permanent trench resurfacing within 24 hours after the completion of backfill and compaction of backfill and aggregate base materials. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 120 of 127 SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.3.1 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 Striping Plans, or for approved temporary traffic control 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. 314-4.3.4.1 General. Add the following: The Contractor shall provide a wet grinding machine with sufficient 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 (1/8”) in 3 m (10’) when measured parallel to the centerline of the street or more than 6 mm (1/4”) in 3 m (10’) when measured perpendicular to the centerline of the street. The use of any equipment that leaves ridges, indentations or other objectionable 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. Add the following section: 314-4.3.5.1 Preparation of Existing Surfaces. The Contractor shall remove all existing markings and striping, either permanent or temporary, which are to be abandoned, obliterated 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. Alternate 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 30 mm (0.10’) thick asphalt concrete overlay is not permitted. Add the following section: 314-4.3.5.2 Layout, Alignment, and Spotting. 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 80 mm per 100 m (1/2 inch in 50 feet) from the specified alignment. The Contractor shall obliterate, straight stripes deviating more than 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 121 of 127 80 mm per 100 mm (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. Add the following section: 314-4.3.5.3 Application of Paint. The Contractor shall apply the first coat of paint immediately upon approval of striping layout by the Engineer and within the same working day of pavement resurfacing. After fourteen (14) calendar days, a second coat of paint shall be applied to all final, approved striping. The Contractor shall paint the ends of each median nose yellow. If required by the approved traffic control plans, the Contractor shall apply temporary traffic stripes in one coat. Temporary traffic stripes shall be maintained by the Contractor so that the stripes are clearly visible both day and night. 314-4.3.6 Payment. Delete this section and replace with the following: The contract lump sum price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for the installation of two coats of paint, pavement markers, thermoplastic legends and symbols, inlet stenciling, signing, the plan, and contract documents. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed therefor. 314-4.4.1 General. Add the following: Thermoplastic legends, symbols and striping shall be installed 14 calendar days after asphalt paving. 314-5 PAVEMENT MARKERS. 314-5.4 Placement. Add the following: Temporary pavement markers shall be installed on the asphalt concrete pavement immediately after placement of the asphalt concrete pavement course on which the pavement markers are to be placed. All temporary markers shall be removed and replaced with permanent pavement markers fourteen (14) calendar days after paving. Add the following section: 314-5.4.1 Reflective Channelizer Placement and Removal. The Contractor shall place and remove reflective channelizers the same as for pavement marker placement and removal. The Contractor shall place the channelizers uniformly, straight on tangent alignment and on a true arc on curved alignment to the same tolerances of position as for application of paint in Section 310- 5. The Contractor shall perform all layout work necessary to place the channelizers to the proper alignment. If the channelizers are displaced or fail to remain in an upright position, from any cause, the channelizers shall immediately be replaced or restored to their original location, by the Contractor. When reflective channelizers are removed the pavement surface shall be restored to the same color and surface finish as the adjacent pavement. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 122 of 127 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 4, EXISTING IMPROVEMENTS SECTION 400 – PROTECTION AND RESTORATION 400-1 GENERAL Add the following: The Contractor shall replace all pavement striping, markings and markers which are not designated for removal and are damaged as a result of its operations. 400-2 PERMANENT SURVEY MARKERS Delete the second paragraph and subparagraphs a), b) and c). 400-3 PAYMENT. Delete in its entirety and replace with the following: No separate or additional payment will be made for 1) protection of existing improvements, and 2) restoration of existing improvements. No separate or additional payment will be made to restore permanent survey makers. SECTION 401 – REMOVAL 401-3 CONCRETE AND MASONRY IMPROVEMENTS 401-3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, Driveway and Alley Intersections. Delete the third and fourth sentence and add the following: All existing concrete shall be removed to the nearest joint. Concrete shall be removed to neatly sawed edges with saw cuts made to a depth deep enough to produce a clean straight break without loosening, cracking or damaging adjoining improvements. PCC and all other material unsuitable for use as fill, as determined by the Engineer, shall be removed from the right-of-way and disposed of by the Contractor at a site of his own choice and shall pay all costs incidental to the disposal. Add the following section: 401-3.2.1 Adjacent Asphalt Concrete Removal. Removal of asphalt concrete and aggerate base associated with concrete driveway, ramp and curb and gutter construction shall be replaced with full depth asphalt concrete to a minimum width of one foot perpendicular from face of nearest concrete edge. Removal of adjoining asphalt section and the full depth replacement is incidental to the concrete curb and gutter work as described in section 303-5. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 123 of 127 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 6 TEMPORARY TRAFFIC CONTROL SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES Add the following section: 601-1.2 Payment. The Contract price paid for Temporary Traffic Control shall include full compensation for, but not limited to, design, submittal and approval of the temporary traffic control plan (TCP) and furnishing all labor, materials, tools, equipment, and incidentals for storing, placing, maintaining, moving to new locations, replacing and removing all traffic control zone devices including flaggers, construction area signs and signage, channelizing devices including traffic barriers and end treatments, traffic sign enhancement devices including portable changeable message signs and flashing arrow signs, temporary traffic striping and pavement markings and as shown on the Plans or approved TCP and in accordance with the Contract Documents. Full compensation for removing and salvaging the traffic control equipment and materials that are to be reused or reset in the Work shall be considered included in the Contract price paid for Temporary Traffic Control and no additional compensation will be allowed therefor. Progress payments for Temporary Traffic Control shall be based on the percentage of the total value of work completed. 601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES 601-3.1 General. Add the following: The Contractor shall furnish and install temporary traffic pavement markers, channelizers, signage, railing (type K), barriers, crash cushions and end treatments for railings and barriers at the locations shown on the Plans or the approved TCP and as required by the Contract Documents. Add the following section: 601-3.4.1 General. Add the following: If temporary traffic signs are displaced or overturned by any cause during the progress of the Work, the Contractor shall immediately replace the signs in their 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 8 hours of such discovery. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 124 of 127 In the event that the Contractor fails to install and/or maintain barricades or such other traffic signs, markings, delineation or devices, the Engineer may, at his/her sole option, may correct the deficiency and charge the Contractor fifty dollars ($50.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility, whichever is greater. 601-3.5 Signs and Signage 601-3.5.1 General. Delete in its entirety and replace with the following: Unless otherwise specified, signs shall conform to the California MUTCD. Portable signs shall consist of a base, standard or framework, and a sign panel and conform with applicable provisions for portable signs in Caltrans Standard Specification 12-3.11. Sign units shall be capable of being delivered to the Work site and placed into immediate operation. The Contractor shall provide and install all temporary traffic control signs, markers, markings, and delineators at locations shown on plans and specified herein. Signage shall include all temporary signs required for the direction of traffic through or around the Work site. Sign placement shall conform to the California MUTCD and the TCP. Temporary “No Parking” and “No Stopping” signs shall be installed at least 24 hours before enforcement. Public notification of temporary “No Parking” restriction shall be posted at least 72 hours before enforcement of the “No Parking” zone. The notification shall state the date and time of parking restriction for a duration not to exceed the time necessary to complete the Work at that location. Failure to meet the date so indicated will require re-posting the notification in advance of the rescheduled Work. 601-3.5.2 Payment. Modify this section as follows: Payment for signs and signage shall be included in the contract price for Temporary Traffic Control as specified in Section 601-2.2. 601-3.6 Channelizing Devices. 601-3.6.1 General. Replace this section with the following: Channelizers shall be new surface-mounted type and shall be furnished, placed, and maintained at the locations shown on the plans. Channelizer posts shall be orange in color. Channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm (3” x 12”) in size. The reflective sheeting shall be visible at 300 m (1000’) at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20. The channelizer bases shall be cemented to the pavement in the same manner as provided for cementing pavement markers to pavement in Section 312-1, “Placement.” Channelizers shall be applied only on a clean, dry surface. Channelizers shall be placed on the alignment and location shown on the plans and as directed by the Engineer. The channelizers shall be placed uniformly, straight on tangent alignment and on a true arc on curved alignment. All layout work necessary to place the channelizers to the proper alignment shall be performed by the Contractor. If the channelizers are displaced or fail to remain in an upright position, from any cause, the channelizers shall immediately be replaced or restored to their original location, by the Contractor. The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of Section 4-1.5, "Certification”. Said certificate shall certify that the channelizers comply with the plans and specifications and conform to the prequalified design 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 125 of 127 and material requirements approved by the Engineer and were manufactured in accordance with a quality control program approved by the Engineer. Add the following subsection: 601-3.6.5.1 Temporary Railing and Crash Cushions. Temporary railing (Type K) shall consist of interconnected new or undamaged used precast concrete barrier units as shown on the plans. Temporary sand-filled crash cushions shall consist of new or undamaged used temporary sand- filled crash cushions units as shown on the plans. Add the following subsection: 601-3.6.5.2 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 310 “Painting”. Contractor shall be responsible for the removal and cleanup or painting over the graffiti from the K-Rails within 48 hours. The Contractor shall replace or repaint units of temporary railing (Type K) or shall remove graffiti, tire or vehicle marks, dirt or other materials that mar the appearance when ordered by the Engineer. Add the following subsection: 601-3.6.5.3 Manufacture of Temporary Railing. In addition to the requirements herein, the temporary railing (Type K) shall be manufactured per Caltrans Standard Drawing T3. Concrete used to manufacture Temporary railing (Type K) shall conform to the provisions in sections 201- 1, “Portland Cement Concrete” and 303-1 “Concrete Structures”. Load tickets and a Certificate of Compliance will not be required. Reinforcing steel shall conform to Section 201-1, “Portland Cement Concrete” and Section 303-1 “Concrete Structures”. Steel bars to receive bolts at ends of concrete panels shall conform to ASTM A36/A36M. The bolts shall conform to ASTM A307. 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 A36/A36M, shall have a minimum length of 660 mm and shall have a 75 mm (3”) diameter by 9 mm (3/8”) thick plate welded on the upper end with a 5 mm (3/16”) fillet weld. The final surface finish of temporary railings (Type K) shall conform to the provisions in Section 303-1.9.2 “Ordinary Surface Finish.” Exposed surfaces of concrete elements shall be cured by the water method, the forms-in-place method, or the pigmented curing compound method. The pigmented curing compound shall be type 2 curing compound. Temporary railing (Type K) may have the Contractor’s name or logo on each panel. The name or logo shall not be more than 100 mm in height and shall be located not more than 300 mm above the bottom of the rail panel. Add the following subsections: 601-3.6.5.4 Installation of Temporary Railing. In addition to the requirements herein, the temporary railing (Type K) shall be installed per Caltrans Standard Drawing T3. Temporary railing (Type K) shall be set on firm, stable foundation. The foundation shall be graded to provide a uniform bearing throughout the entire length of the railing. Abutting ends of precast concrete units shall be placed and maintained in alignment without substantial offset to each other. The precast concrete units shall be positioned straight on tangent alignment and on a true arc on curved alignment. Each rail unit placed within 3 m (10’) of a traffic lane shall have a reflector installed on top of the rail as directed by the Engineer. Reflectors and adhesive will be furnished by the Contractor. A Type P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2009 Edition as amended by the MUTCD 2009 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 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 126 of 127 the end of the skew nearest the traveled way. Type P marker panels shall conform to the provisions of Section 206-7.2, “Temporary Traffic Signs”. Where shown on the plans, threaded rods or dowels shall be bonded in holes drilled in existing concrete. When temporary railings (Type K) are removed, any area where temporary excavation or embankment was used to accommodate the temporary railing shall be restored to its previous condition or constructed to its planned condition. 601-3.6.5.5 Temporary Sand-Filled Crash Cushions. Temporary sand-filled crash cushion units shall be selected from the latest Caltrans Authorized Material List for highway safety features and shall 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 Caltrans Standard Drawings T1 and T2 for approach speeds no less than the posted speed of the street prior to construction or 55 kilometers per hour (35 mph), whichever is the greater. The TSFCC array shall be appropriate to the application as shown on said standard drawings. A Type J and/or P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2009 Edition as amended by the MUTCD 2009 California Supplement shall also be installed at each TSFCC array as shown in Caltrans Standard Drawings T1 and T2. Particular care shall be taken to assure that crash cushions are installed with the soil supporting them and the adjacent soil leveled to match the elevation of the bottom of the temporary railing immediately adjacent to the crash cushion. All routes of approach to the TSCFF array shall be graded such that any vehicle diverging from the travelled way to strike the TSCFF will travel on a vertical alignment parallel to the segment of the travel lane that it departed from. 601-3.7.5 Portable Changeable Message Signs (PCMS). Add the following: 601-3.7.5.1 General. Each portable changeable message sign (PCMS) unit shall consist of a controller unit, a power supply, and a structural support system all mounted on a trailer. The PCMS unit shall be assembled to form a complete self-contained portable changeable message sign, which can be delivered to the site of the work and placed in immediate operation. The complete PCMS unit shall be capable of operating in an ambient air temperature range of -20ºC (-4ºF) to +70ºC (158ºF) and shall not be affected by unauthorized mobile radio transmissions. The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be with the bottom of the sign at least 2.1 m (7') above the ground and the top no more than 4.4 m (14.5') above the ground. After initial placement, PCMS shall be moved from location to location as directed by the Engineer. 601-3.7.5.2 Message Board. The message displayed on the PCMS shall be visible from a distance of 460 m (1500') and shall be legible from a distance of 230 m (750'), at noon on a cloudless day, by persons with vision corrected to 20/20. The sign panel shall be 3-line matrix and shall display not less than 7 characters per line. Sign messages to be displayed shall be as approved by the Engineer. The sign face shall be flat black and shall be protected from glare of the sun by a method which does not interfere with the clarity of the sign message. The sign shall be raised and lowered by means of a power driven lifting mechanism. The matrix sign shall be capable of complete alphanumeric selection. 0 Revised 6/15/17 Contract Nos. 3904 and 5503 Page 127 of 127 Lamp matrix type signs shall be equipped with an automatic dimming operational mode that automatically compensates for the influence of a temporary light source or other abnormal lighting conditions. The sign shall have manual dimming operation modes of 3 or more different lamp intensities. Matrix signs not utilizing lamps shall be either internally or externally illuminated at night. The controller shall be an all solid-state unit containing all the necessary circuitry for the storage of at least 5 pre-programmed messages. The controller shall be installed in a location allowing the operator to perform all functions from one position. A keyboard entry system shall be provided to allow an operator to generate an infinite number of additional messages over the pre- programmed stored messages. The keyboard shall be equipped with a security lockout feature to prevent unauthorized use of the controller. The controller shall contain a nonvolatile memory to hold the keyboard created messages in memory during periods when the power is not activated. The controller shall provide for a variable message display rate which allows the operator to match the information display to the speed of the approaching traffic. The flashing off time shall be operator adjustable within the control cabinet. 601-3.7.5.3 Operation and Maintenance. PCMS shall be furnished, placed, operated, and maintained at locations shown on the plans, specified herein, or designated by the Engineer. The PCMS will be diligently maintained and repaired by the Contractor throughout the project in accordance with the manufacturer's recommendations. When ownership is transferred to the City (at the end of the job), it must be demonstrated to be in good working condition, and meet the provisions of these specifications, including current registration. 601-3.7.5.4 Measurement and Payment. Payment for all traffic signs, including Portable Changeable Message Signs, are incidental to the bid item for Temporary Traffic Control and no other compensation will be made therefor. 601-4 TEMPORARY TRAFFIC STRIPING AND PAVEMENT MARKINGS. 601-4.2.1 Application of Temporary Pavement Markers. Temporary reflective raised pavement markers shall be placed in accordance with the manufacturer's instructions. Temporary reflective raised pavement markers shall be cemented to the surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive shall not be used to place temporary reflective raised pavement markers in areas where removal of the markers will be required. Pavement striping, legends and markers which conflict with any traffic pattern shall be removed by grinding as determined by the Engineer. The Contractor shall use temporary reflective raised pavement markers for temporary pavement marking, except when the temporary pavement markers are used to replace patterns of temporary traffic stripe that will be in place for less than 30 days. Reflective pavement markers used in place of the removable-type pavement markers shall conform to the Section 314-3 Removal of Pavement Markers and Section 314-5 Pavement Markers, except the 14-day waiting period before placing the pavement markers on new asphalt concrete surfacing as specified in Section 314-5.4 Placement, shall not apply; and epoxy adhesive shall not be used to place pavement markers in areas where removal of the markers will be required. 0 Appendix A Tier II SWPPP Template TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· _____ FROM: ___ _ AT (TEL.NO.) _______ _ 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAIN TA/NED. 1J. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WfA THER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WfA THER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAP AB/LI TY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING JS ALLOWfD TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1:1QI SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN WITHIN A THREE (J) DAY FORECAST. THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE JS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WfEKL Y AND PRIOR TO A FORECASTED RAIN EVENT OF CREA TER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WfA THER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WfA THER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIP/TA TION JS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WfATHER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WfA THER TRIGGERED BMPS~ EROSION CONTROL HYDROSEEDING. PLANTING AND /RR/GA TION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECJPITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECJPITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE Cl TY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA e. Jibs PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRJCUL TURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C wrmNG AGENTS MA y BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH {STRAW) MAY BE SUBSTITUTED, WHEN STRAW JS USED, IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENT/. Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING CO VER/NG SALINE SOILS TO PRO VIDEO VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT JS PERMANENT/. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN {10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. J. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. CITY OF OCEANSIDE BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs c; c; -~ --.!,! .!,! -c; "o C "o --0, 0 "' "' "o C "" c; 0 0 .§ ~ -S!> E C ~ c; .!,! -0 2 2 0 0 ~ -i:: .g. 0 "' -~ "o "' 0, '-.!!! ---::, t-0, -~o C <l> .,; "' .,; "' "' "' \a ~ "'-tZ 0 C "' ., o~ 0, g. ., .E C '--~ .!,! i--Best Management Practice* ., -'<l .,; 013 en C o, '-"' c; "' 0, g. 0 ., 0 0 --o~ C o, "' " "' >'= 0 .,; c.., 6, c.., ., -ol ., =s ""' .,; E "' "o "' i "o "' ~ C <l> C C ,:: ~ (BMP) Description ➔ -2~ "' ~ "' (/) ~ 0, " 0, en O C c; C c::, :::, !!.' -" "' " " ~ "' 0 0 3' C ~t "o ,., C c; i~ -" ~ (l) 0 -c5 .2 0"' 0 " "'E ., E \a 0, "" ~ c::, 0 en (/) ·-g, ~~ 0.2 0, "' "' -~ c:, 0, C ct:: -~ -., 0 .!!! :§ & :g "" '--.g " -" tu .s "' ~ :S -~ ~ .§ "" !!.' ,g E ~ ~ tr) ~ :it o,~ .0 ~-£ .l2-"-le 0, '-0, ~ 0, e "o " a; " ::, ·-"o .£ e -~ § '-0 "o 0 c,O <,O "' --8- 0 '--.0 ~ .0 0 ., 0 0 ., '-" " :=:::C Cl)-~ £ 0 0 '-0 -"o ., 0 ~ " a 0 0 0 0, ~o >"' -""' " ~o -0 :::: § ~§ <:§ ct~ " i ~a (75 " 6 ~ <'3 vi g -'-ti -E .E 0 i ct cl: & & ~(3 0 -0 -br8 <5l~ 8~ (!) Vi (/) (/) Cl. (/) ct:: ~(/) ~ (/) ::c: ~ CASQA Designation ➔ "' .... r-.. co 0, -,.., r-.. a "' ,.., r-.. co -"' ,.., .... LO <o co --.... LO <o co ---I I I I I I I ~ ~ I ~ I I ~ I I I I I I I I I I I I I f.l f.l f.l f.l f.l f.l ~ ~ ~ ~ I?:= I?:= (/) (/) (/) (/) i i i i i i i ConstrucUon Activity "" "" "" "" Grading/Soi/ Disturbance Trench inn !Excavation Stockoilina Drillinn IBorina Concrete/Asphalt Sawcuttina Concrete Flatwork Pavina Conduit/Pioe Installation Stucco/Mortar Work Waste Disoosa/ Staaino /Lay Down Area Eouioment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewaterina Site Access Across Dirt Other {fist): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Choose one J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND (DELETE ITEMS NOT USED ON THE SITE MAP) (ADD CASQA DETAILS FOR EROSION AND SEDIMENT CONTROL UTILIZED ON SITE) DESCRIPTION EC-10, VELOCITY DISSIPATION SE-1, SILT FENCE SE-5, FIBER ROLL SE-6, GRAVEL BAG SYMBOL -,. __ ,. - = OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS,· AND (2) ADHERE TO, AND PACIFIC OCEAN TR-1, STABILIZED CONSTRUCTION ENTRANCE 11111111111111111111~ AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK JS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. OWNER(S)/ OWNER'S AGENT NAME (PRINT) DATE OWNER(S)/ OWNER'S AGENT NAME {SIGNATURE) DATE /8 CITY OF VISTA Ro,o, CITY OF ENCINITAS VICINITY MAP SHEET INDEX· SHEET 1: TITLE SHEET SHEET 2: EROSION CONTROL PLANS APN: ----------------- SITE ADDRESS: AREA OF DISTURBANCE AREA OF DISTURBANCE ____ S.F. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX): □ HIGH □ MEDIUM OWNER/APPLICANT: NAME: ADDRESS: TELEPHONE NO.: EMERGENCY CONTACT: NAME: ADDRESS: TELEPHONE NO.: NS-8, VEHICLE AND EQUIPMENT CLEANING NS-9, VEHICLE AND EQUIPMENT FUELING NS-10, VEHICLE AND EQUIPMENT MAINTENANCE WM-I, MATERIAL DELIVERY AND STORAGE NS-8 NS-9 NS-10 WM-1 WM-2 WM-5 I SHlEET I CITY OF CARLSBAD I SHEETS I ,----------------------------------1 ENGINEERING DEPARTMENT 2 WM-2, MATERIAL USE NAME OF PREPARER: ___________ _ CITY STORM WATER POU.UTION PREVENTION PLAN (SWPPP) WM-5, SOLID WASTE MANAGEMENT QUALIFICATION OF PREPARER_· ________ _ TIER2 WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-9 ADDRESS: PROJECT NAME: APPROVED: JASON S. GELDERT PHONE NO.: ______________ _ ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DATE PROJECT ID DRAWING NO. SIGNATURE R.C.E./CERT. NO. UC. EXP. DATE DATE ) I SE-1 I I 4 ( ( I APN 156-351-04 I \ \ ) ( \ r ~ I l \. f ( ( ' \ t /'-I \ I " { I I - I I I ' / " " 1-· ------ : \ \ I I , \ I \ \ I I / I --,, ______ 1 APN 156-3·51-03 \ I TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) APN 156-350-11 \ \ \ \ ~ _____ \ ___ _ LO ..---- ..---- \I \ I I / I / I / I I I / I ------------~---, ¢=:J SE-5] I f E-5 < lD 01 \ \ \ \ \ ' \ \ SE-5 " .. - SE-5 \ \ SE-1 \ 0 0 ..---- SE-6 (TYP) \ \ SE-5~,>I NS-8 WM-1 NS-9 WM-2 NS-10 WM-5 SE-5 156-351-06 \ \ \ \ \ ----- \ \ \ SE-5 \ \ \ \ \ I \ " I I \ I .. I 7os I I I .. I I .-> ~I -+--'s+---4 1------ ----+I -'+-- - . , •. '. ... . . .·· ... . ... •' .... \ APN 156 351-07 0 0 ~ \ \ \ \ \ ..> 0 \ jT I I \ \ J \ \ ' SE-6 TYP \ J f \ / r I I \ ADD CASQA DETAILS FOR EROSION AND SEDIMENT CONTROL BMPS UTILIZED ON THE PROJECT SITE EXISTING HOUSE ~ '---------'1::----C----------------El SE-1 \ \ \ 1 I I I I \ \ \ ------ \ \ l / ( I I < \ l \ \ ..> ) ..> 0 \ ) ( I \ I I / ( \ I J_ \ ' 'A. I . ·• !f • • ' A • .. I I \I t 7 CITY OF I I I\ \ APN \ ) r \ l{) /t ~-~- APN \ I r---\---- CARLSBAD I SH2T I ENGINEERING DEPARTMENT I SH2TS I STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TIER2 PROJECT NAME: EROSION CONTROL PLAN APPROVED:JASON S, GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/24 DATE PROJECT ID I DRAWING NO. Appendix B Water Shut Down Request Form (E-28) E-28 Page 1 of 2 REV 04/19 Public Works Construction Management & Inspection ϭϲϯϱ&ĂƌĂĚĂLJǀĞ 760-602-2780 www.carlsbadca.gov UTILITY SHUTDOWN/ CONNECTION REQUEST E-28 DATE OF CONNECTION LOCATION OF WORK CONTRACTORS NAME TEL NO. NAME OF REP. AT SITE TITLE SIGNATURE DATE TYPE OF CONNECTION SEWER WATER RECYCLED WET TAP SHUT DOWN LENGTH OF SHUT DOWN FROM TO TOTAL HOURS SERVICES EFFECTED MATERIAL/EQUIPMENT TO BE USED PLEASE READ BELOW 1. Request must include a DETAILED SKETCH showing proposed construction. (See other side for details.) 2. Submission of this request shall be a minimum of two weeks prior to desired shutdown/connection date.3. If the weather or a situation develops where the time of shutdown is not feasible, a new shutdown timeshall be resubmitted to the district for approval. 4. Temporary water supply shall be only from an approved and accepted CMWD line.5. No CMWD valves shall be operated except under direction of CMWD representative.6. There shall be NO SHUTDOWNS MONDAYS, FRIDAYS, WEEKENDS OR HOLIDAYS.7. The contractor shall have his representative, listed above, on the site of construction during the entireduration of the shutdown and will have authority to act in the company’s behalf. CONSTRUCTION MANAGEMENT ANDINSPECTION )$5$'$<$9( CARLSBAD, CALIFORNIA 92008 TEL. NO. (760) 602-2780 CITY INSPECTOR DATE: DISTRICT APPROVAL SIGNATURE DATE: PUBLIC WORKS MANAGER, UTILITY OPERATIONS ~ City of Carlsbad E-28 Page 2 of 2 REV 04/19 CONTRACTOR INSTRUCTIONS – PLEASE READ BEFORE SUBMITTING 1. Request shall not be approved unless a DETAILED SKETCH IS ATTACHED showing proposedconstruction. (See example below.) 2. Utility shutdown/connection request shall be submitted to Construction Management & Inspections two weeks before anticipated connection date. 3. Scheduling: Prior to start of work, there shall be a MINIMUM OF TWO WEEKS NOTICE GIVEN TO DISTRICT. 4. Connection shall not be permitted unless BACTERIOLOGICAL TEST RESULTS are attached(required for all potable use lines). 5. If the weather or a situation develops where the time of shutdown is not feasible, a new shutdown timeshall be resubmitted to the District for approval. 6. Temporary water supply shall be only from an approved and accepted CMWD line. 7.NO CMWD VALVES shall be operated except under the direction of CMWD Representative. 8. There shall be NO SHUTDOWNS MONDAYS, FRIDAYS, WEEKENDS OR HOLIDAYS. 9. The contractor shall have his representative (listed on the front) on the site of construction during the entire duration of the shutdown and will have authority to act in the company’s behalf. 10. If the contractor has preferred connection date, please provide with submittal. 11. The City reserves the right to change the schedule. _ -W-EXISTING 12" MAIN -(Q ------------ CUT IN THREE-VAL VE PACKAGE ON EXISTING 12" WATER MAIN AND COMPLETE TIE TO NEW B" WATER MAIN -w- L/ONSHEAD DRIVE Appendix C Tyler Alley Geotechnical Report GEOTECHNICAL INVESTIGATION PIO PICO DRIVE & TYLER STREET SEWER LINES REPLACEMENT Carlsbad, California PREPARED FOR: City of Carlsbad 5950 El Camino Real Carlsbad, California 92008 PREPARED BY: Atlas Technical Consultants LLC 6280 Riverdale Street San Diego, California 92120 November 10, 2023 6280 Riverdale Street San Diego, CA 92120 (877) 215-4321 | oneatlas.com Atlas No. 10206 Report No. 1 November 10, 2023 MR. DANIEL ZIMNY, PE, QSD ASSOCIATE ENGINEER CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008 Subject: Geotechnical Investigation Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California Dear Mr. Zimny, In accordance with your request and our proposal No. 23-06226R4, Atlas is pleased to present this report describing the results of the geotechnical services performed in support of the Pio Pico Drive & Tyler Street Sewer Lines Replacement project. Our services consisted of a review of readily available geologic literature, site reconnaissance, exploratory boring and monitoring well, geotechnical laboratory testing, groundwater monitoring, and preparation of this report. We appreciate the opportunity to be of service on this project. Should you have any questions, please contact the undersigned at your convenience. Respectfully submitted, Atlas Technical Consultants LLC Stephane Dalo, EIT Nickey Akbariyeh, PE 8864 Staff Engineer Project Engineer Douglas A. Skinner, CEG 2472 Morteza Mirshekari, PhD, PE Principal Geologist Senior Engineer SD:NA:DAS:MM Distribution: Daniel.Zimny@carlsbadca.org A..-■ A e. _____,.., I L , 't :» --- Atlas No. 10206 Report No. 1 Page | i CONTENTS 1. INTRODUCTION ................................................................................................................... 1 2. SCOPE OF WORK ................................................................................................................ 1 2.1 Investigations and Monitoring Wells ............................................................................. 1 2.2 Laboratory Testing ........................................................................................................ 1 2.3 Environmental Screening .............................................................................................. 1 2.4 Analysis and Report Preparation .................................................................................. 2 3. SITE DESCRIPTION ............................................................................................................. 2 4. GEOLOGY AND SUBSURFACE CONDITIONS .................................................................. 3 4.1 Pio Pico Drive Site ........................................................................................................ 3 4.2 Tyler Street Site ............................................................................................................ 3 5. GROUNDWATER CONDITIONS .......................................................................................... 4 6. GEOLOGIC HAZARDS ......................................................................................................... 4 6.1 Faulting and Surface Rupture Hazard .......................................................................... 4 6.1.1 CBC Seismic Design Parameters .................................................................... 5 6.1.2 Liquefaction and Dynamic Settlement ............................................................. 5 6.1.3 Tsunamis, Seiches, and Flooding ................................................................... 6 6.1.4 Landslides and Slope Stability ......................................................................... 6 6.1.5 Subsidence ...................................................................................................... 6 6.1.6 Hydro-Consolidation ........................................................................................ 6 7. CONCLUSIONS .................................................................................................................... 6 8. RECOMMENDATIONS ......................................................................................................... 7 8.1 Earthwork ...................................................................................................................... 7 8.1.1 Site Preparation ............................................................................................... 7 8.1.2 Excavation Characteristics .............................................................................. 7 8.1.3 Oversized Material ........................................................................................... 7 8.1.4 Temporary Excavations ................................................................................... 7 8.1.5 Temporary Shoring .......................................................................................... 8 8.1.6 Temporary Dewatering .................................................................................... 8 8.1.7 Remedial Grading ............................................................................................ 8 8.1.8 Compacted Fill ................................................................................................. 9 8.1.9 Expansive Soil ................................................................................................. 9 8.1.10 Imported Soil ................................................................................................... 9 8.1.11 Subgrade Stabilization ..................................................................................... 9 8.1.12 Grading Plan Review ..................................................................................... 10 A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | ii 8.2 Pipelines ..................................................................................................................... 10 8.2.1 Pipeline Support ............................................................................................ 10 8.2.2 Trench Backfill ............................................................................................... 10 8.2.3 Pipe Bedding ................................................................................................. 10 8.2.4 Thrust Blocks ................................................................................................. 11 8.2.5 Modulus of Soil Reaction ............................................................................... 11 8.3 Underground Structures .............................................................................................. 11 8.3.1 Foundations ................................................................................................... 11 8.3.2 Allowable Soil Bearing Pressure ................................................................... 12 8.3.3 Lateral Resistance ......................................................................................... 12 8.3.4 Underground Structures Backfill .................................................................... 12 8.3.5 Foundation Plan Review ................................................................................ 12 8.3.6 Foundation Excavation Observation .............................................................. 13 8.4 Preliminary Pavement Section Recommendations ..................................................... 13 8.5 Soil Corrosivity ............................................................................................................ 13 8.6 Geotechnical Engineering During Construction .......................................................... 14 9. CLOSURE ........................................................................................................................... 14 10. REFERENCES .................................................................................................................. 14 TABLES Table 1: Observed Groundwater Levels Table 2: 2022 CBC/ASCE 7-16 Mapped Site Coefficients FIGURES Figure 1: Site Vicinity Map Figure 2A: Subsurface Exploration Map (Pio Pico Drive Site) Figure 2B: Subsurface Exploration Map (Tyler Street Site) Figure 3: Regional Geology Map Figure 4: California Fault Activity Map Figure 5: Temporary Shoring Lateral Earth Pressures Diagram APPENDICES Subsurface Exploration Laboratory Testing Groundwater Samples Laboratory Analysis Results Appendix I Appendix 11 Appendix Ill Atlas No. 10206 Report No. 1 Page | 1 1. INTRODUCTION This report presents the results of the geotechnical services Atlas performed for the subject project. It is our understanding that the project will consist of the design and construction of new sewer pipeline segments at both the Tyler Street and Pio Pico sites in Carlsbad, California. Figure 1 presents the site vicinity. 2. SCOPE OF WORK 2.1 Investigations and Monitoring Wells Atlas performed a geotechnical investigation to address geotechnical issues pertaining to the design and construction of the subject projects and evaluate impacts of groundwater during the proposed constructions. Pertinent documents reviewed included published reports and maps, aerial photographs, and other readily available documents. On August 14, 2023, Atlas explored subsurface conditions at the Pio Pico Drive site by drilling one boring (B-1) to a depth of approximately 20 feet below the existing ground surface using a truck-mounted drill rig equipped with a hollow-stem auger. Afterwards, on August 25, 2023, Atlas investigated subsurface conditions at the Tyler Street site by drilling one boring (MW-1) to a depth of approximately 26 feet below the existing ground surface using a limited access drill rig (LAR) equipped with a hollow- stem auger. Boring MW-1 at the Tyler Street site was subsequently converted to a groundwater monitoring well with flush mount and traffic-rated well completion box. Figures 2A and 2B present the approximate locations and depths of the boring and monitoring well at the Pio Pico and Tyler Street sites, respectively. An Atlas engineer and geologist logged the borings and collected samples of the materials encountered for geotechnical laboratory testing. Subsurface materials recovered during the field investigation were observed in the field for soil and/or groundwater contamination with visual and olfactory methods. Soils were classified according to the Unified Soil Classification System illustrated in the Subsurface Exploration Legend. The boring logs are presented in Appendix I. 2.2 Laboratory Testing Selected samples from the exploratory borings were tested to evaluate pertinent soil classification. The laboratory testing performed on soil materials consisted of in-situ moisture and density, particle-size distribution, percent finer than #200 sieve, direct shear, R-value, expansion index, and corrosivity. The results of the in-situ moisture and density tests are presented on the boring logs in Appendix I. The remaining laboratory testing standards and results are presented in Appendix II. 2.3 Environmental Screening Atlas collected representative groundwater samples from the monitoring well at Tyler Street in accordance with the County of San Diego Department of Environmental Health and Quality A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 2 (DEHQ) Site Assessment and Mitigation (SAM) Manual guidelines. The groundwater samples were analyzed for potential detectable concentrations of chemicals and metals of concern including oil and grease, volatiles, semi volatiles, volatile organic compounds, pesticides, and California Title 22 Metals (including mercury and boron). Additionally, the groundwater samples were analyzed for total suspended solids, total dissolved solids, and biochemical oxygen demand. The collected samples were decanted into pre-cleaned, laboratory-supplied jars and placed in an ice chilled cooler. The samples were transported, under appropriate chain-of-custody protocols, to Eurofins/Calscience, Inc., a State of California accredited laboratory, for analysis. The environmental laboratory reports are presented in Appendix III. 2.4 Analysis and Report Preparation The results of the field and laboratory tests were evaluated to develop conclusions and recommendations, including the following: • A plot plan showing the boring locations • Exploration logs with soil characterization descriptions detailing the subsurface conditions noted at the boring locations • Describe subsurface geologic conditions as well as groundwater levels observed • Potential geologic hazards including liquefaction • Map seismic design parameters in accordance with 2022 CBC • Results of the groundwater sampling and analysis • Excavation characteristics of the subsurface materials encountered • Backfill recommendations and the suitability of excavated materials for use as backfill and bedding • Allowable temporary excavation side slope and shoring design recommendations • Underground structures foundation • Support for pipeline • Appropriate types of bedding and backfill materials as well as placement and compaction procedures • Subgrade compaction beneath pavements • Pavement structural sections • Corrosivity of earth materials 3. SITE DESCRIPTION The two project alignment segments are located along Pio Pico Drive and Tyler Street in Carlsbad, California. The Pio Pico Drive site is located on Pio Pico Drive between Tamarack Avenue and Magnolia Avenue. Furthermore, the site is adjacent to St. Patrick’s Catholic School and extends A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 3 roughly from the school’s southern edge to its northern edge. The site topography is characterized by a level asphalt-paved roadway with curbs, gutters, and pedestrian sidewalks found on either side of the roadway. The site elevations range from approximately 68 feet above mean sea level (AMSL) to 71 feet AMSL. The Tyler Street site is located along Tyler Street north of Grand Avenue between State Street and Roosevelt Street. The site is bounded to the south by the intersection between Grand Avenue and Tyler Street and extends from that intersection roughly 290 feet north. Topographically, this site is flat and is located along an alleyway surrounded by one and two-story buildings such as shops, restaurants, and the local Certainty Theater. The general site elevation is approximately 43 feet AMSL. The alley way is mostly paved with asphalt, with a width of about 25 feet. 4. GEOLOGY AND SUBSURFACE CONDITIONS The site is located within the Peninsular Ranges Geomorphic Province of California, which stretches from the Los Angeles basin south into Baja California. This province is characterized as a series of northwest-trending mountain ranges separated by subparallel fault zones and a coastal plain of subdued landforms. The mountain ranges are underlain primarily by Mesozoic metamorphic rocks that were intruded by plutonic rocks of the southern California batholith, while the coastal plain is underlain by subsequently deposited marine and non-marine sedimentary formations. Both project sites are located in the coastal plain. Figure 3 presents the regional geology. Descriptions of the materials encountered are provided in the following sections. 4.1 Pio Pico Drive Site Fill (Qf) was encountered in boring B-1 below the existing ground surface and extends to a depth of approximately 5 feet below existing ground surface (bgs). The fill materials encountered generally consisted of moist, medium dense silty sand. Old paralic deposits (Qop) deposits were encountered below the fill and extend to the maximum depth explored of 20 feet bgs at this location. The materials encountered generally consisted of moist, very dense silty sand underlain by moist, dense poorly graded sand with clay underlain by moist, very dense clayey sand and sandy silt. 4.2 Tyler Street Site Fill (Qf) was encountered in boring MW-1 below the existing ground surface and extends to a depth of approximately 7 feet bgs. The fill materials encountered generally consisted of moist, medium dense to dense silty sand. Old paralic deposits (Qop) deposits were encountered below the fill and extend to the maximum depth explored of 26 feet at this location. The materials encountered generally consisted of moist, medium dense clayey sand, underlain by moist to wet hard sandy lean clay and dense poorly graded sand underlain by wet, very dense silty sand and silt. A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 4 5. GROUNDWATER CONDITIONS Groundwater was not encountered in boring B-1 to the maximum drilled depth of about 20 feet bgs. However, review of available historical data indicates that groundwater was estimated to be as shallow as 20 feet bgs in the vicinity of boring B-1 (SGMA, 2019). Groundwater was encountered in boring MW-1 during the drilling operation at a depth of about 13 feet bgs. To assist in assessing groundwater levels during construction, a temporary groundwater monitoring well was installed at boring MW-1 to observe the groundwater activity. Observed groundwater levels at the time of the well construction and during the first monitoring event are shown in Table 1. The groundwater levels will be recorded at MW-1 during a second monitoring event as well at a date to be coordinated by the project team. A diagram presenting the well construction is provided in Appendix I. It should be recognized that groundwater conditions may vary at a site over time. Fluctuations in the groundwater level may occur due to variations in ground surface topography, subsurface geologic conditions and structure, rainfall, irrigation, broken pipes, changes in site drainage, and other factors. These types of conditions can be most effectively assessed at the time of construction. Table 1: Observed Groundwater Levels Boring & Monitoring Well Depth to Groundwater (feet) During Drilling Monitoring Event #1 B-1 Not Observed N/A MW-1 13.0 10.66 Note: Monitoring Event #1 took place on October 13, 2023. 6. GEOLOGIC HAZARDS 6.1 Faulting and Surface Rupture Hazard As defined by the State of California, surface fault rupture is the result of fault movement that breaks the ground surface (CGS, 2023). The State of California has classified fault zones into three categories. Holocene Active faults are those that have shown conclusive evidence of faulting during the Holocene Epoch (the most recent 11,700 years). Pre-Holocene faults are any fault whose recency of past movement is older than 11,700 years. Age-undetermined faults are faults that are unconstrained by dating methods and/or by limitations in stratigraphic resolution (CGS, 2023). Holocene active faults are regulated by the Alquist-Priolo Earthquake Fault Zoning Act. The sites are not located in the Alquist-Priolo Earthquake Fault Zone. Based on our review of the referenced documents and aerial photography, site observations, and our field investigations no Atlas No. 10206 Report No. 1 Page | 5 active faults are known to underlie or project toward the sites. The probability of fault rupture affecting the sites is considered low. The closest known active fault to both sites is the Newport-Inglewood-Rose Canyon Fault Zone which is located approximately 4.7 and 4.4 miles southwest of the Pio Pico and Tyler Street project sites, respectively. Figure 4 presents the approximate site location overlain on the California fault activity map. 6.1.1 CBC Seismic Design Parameters A geologic hazard likely to affect the projects is ground shaking due to movement along an active fault zone in the vicinity of the subject sites (USGS, 2022). Based on the subsurface conditions encountered during our investigation, both project sites may be classified as Site Class D. The mapped site coefficients as well as design and maximum considered earthquake (MCER) spectral response acceleration parameters in accordance with ASCE 7-16 (ASCE, 2023) are presented in Table 2. The mapped acceleration parameters can only be used if the exception of increasing SM1 by 50% is followed, as described in Section 11.4.8 in Supplement 3 of ASCE 7-16. Table 2: 2022 CBC/ASCE 7-16 Mapped Site Coefficients Site Coefficients and Spectral Response Acceleration Parameters Pio Pico Drive Site Tyler Street Site Site Class D - Stiff Soil D - Stiff Soil Latitude 33.153580 33.161291 Longitude -117.336729 -117.349348 Site Coefficients, Fa 1.074 1.068 Site Coefficients, Fv (2) 1.915 1.910 Mapped Spectral Response Acceleration at Short Period, Ss (1) 1.065 g 1.080 g Mapped Spectral Response Acceleration at 1-Second Period, S1 0.385 g 0.391 g Site-Modified Spectral Response Acceleration at Short Period, SMS 1.144 g 1.154 g Site-Modified Spectral Response Acceleration at 1-Second Period, SM1 (2) 0.737 g 0.747 g Mapped Design Spectral Acceleration at Short Period, SDS 0.762 g 0.769 g Design Spectral Acceleration at 1-Second Period, SD1 (2) 0.491 g 0.498 g Site Peak Ground Acceleration, PGAM 0.531 g 0.535 g (1) Mapped spectral response accelerations parameters were obtained from ASCE7 Online Hazard Tool (ASCE, 2023). (2) Mapped ground acceleration parameters can only be used if the exception described in Supplement 3 of ASCE 7-16 is followed. 6.1.2 Liquefaction and Dynamic Settlement Liquefaction occurs when loose, saturated, generally fine sands and silts are subjected to strong ground shaking. The soil loses shear strength and become liquid, potentially resulting in large total and differential ground surface settlement as well as possible lateral spread during an Atlas No. 10206 Report No. 1 Page | 6 earthquake. Liquefiable materials are not mapped along the project alignments. Given the relatively dense soils below groundwater, it is our opinion that the potential for liquefaction and dynamic settlement to significantly impact the proposed projects is considered low. 6.1.3 Tsunamis, Seiches, and Flooding The site is not located within a mapped area on the State of California Tsunami Inundation Maps (Graehl and Wilson, 2022); therefore, damage due to tsunamis is considered low. Seiches are periodic oscillations in large bodies of water such as lakes, harbors, bays, or reservoirs. The site is not located adjacent to lakes, ponds, or other confined bodies of water; therefore, the potential for a seiche to affect the site is considered negligible. The site is not located within a flood zone (County, 2019) or dam inundation area (DWR, 2023). 6.1.4 Landslides and Slope Stability Evidence of landslides, deep-seated landslides, or slope instabilities was not observed at the time of our field evaluation. Additionally, there are no mapped landslides in the vicinity of the project site (CGS, 2023). The potential for landslides or slope instabilities to occur at the site is considered low. 6.1.5 Subsidence The project is not located in an area of known subsidence associated with fluid withdrawal (groundwater or petroleum) (USGS, 2023). Due to this, as well as the presence of relatively dense deposits, the potential for subsidence is low. 6.1.6 Hydro-Consolidation Hydro-consolidation can occur in recently deposited sediments (less than 10,000 years old) that were deposited in a semi-arid environment. Examples of such sediments are eolian sands, alluvial fan deposits, and mudflow sediments deposited during flash floods. The pore spaces between the particle grains can re-adjust when inundated by groundwater, causing the material to consolidate. Due to the relatively dense and moist nature of the material encountered beneath the site, the potential for hydro-consolidation occurrence in the subsurface layers is considered low. 7. CONCLUSIONS In our opinion, the site conditions are suitable to carry out the proposed project objectives. The main geotechnical considerations affecting the planned development are excavation in dense to very dense subsurface materials at both sites and the presence of shallow groundwater at the Tyler Street site. Based on the current groundwater condition, dewatering should be anticipated at the time of construction. A licensed hydrogeologist should evaluate the appropriate method for dewatering. Additionally, the results of the environmental laboratory testing performed on groundwater samples from monitoring well MW-1 are presented in Appendix III. A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 7 8. RECOMMENDATIONS The remainder of this report presents recommendations regarding earthwork construction as well as preliminary geotechnical recommendations for the design of the proposed improvements. These recommendations are based on empirical and analytical methods typical of the standard- of-practice in southern California. If these recommendations appear not to address a specific feature of the project, please contact our office for additions or revisions to the recommendations. 8.1 Earthwork Grading and earthwork should be conducted in accordance with the local standards and the recommendations of this report. The following recommendations are provided regarding specific aspects of the proposed earthwork construction. These recommendations should be considered subject to revision based on field conditions observed by our office during construction. 8.1.1 Site Preparation Site preparation should begin with the removal of existing improvements, vegetation, and debris. Subsurface improvements that are to be abandoned should be removed, and the resulting excavations should be backfilled and compacted in accordance with the recommendations of this report. Pipeline abandonment can consist of capping or rerouting at the project perimeter and removal within the project perimeter. If appropriate, abandoned pipelines can be filled with grout or slurry as recommended and observed by the geotechnical consultant. 8.1.2 Excavation Characteristics It is anticipated that excavations can be achieved with conventional earthwork equipment in good working order. Difficult excavation should be anticipated within the old paralic deposits due to the dense materials encountered as well as caving susceptibility below groundwater. A contractor with excavation experience in similar conditions should mobilize equipment capable of excavating dense granular materials with potential cobbles, provide means to prevent caving and sloughing below groundwater levels, and to anticipate wet subgrade soils. 8.1.3 Oversized Material Excavations may generate oversized material. Oversized material is defined as rocks or cemented clasts greater than 6 inches in largest dimension. Oversized material should be broken down to no greater than 3 inches in the largest dimension for use within non-structural fill, such as landscape fill, or disposed of offsite in accordance with regulatory requirements. 8.1.4 Temporary Excavations Temporary excavations 4 feet deep or less can be made vertically. Temporary excavations deeper than 4 feet should not be steeper than 1½:1 (horizontal: vertical), per Cal/OSHA Type C soil classification. The faces of temporary slopes should be inspected daily by the contractor’s competent person before personnel are allowed to enter the excavation. Zones of potential A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 8 instability, sloughing, or raveling should be brought to the attention of the engineer and corrective action implemented before personnel begin working in the trench. Slopes steeper than those described above will require shoring. Soldier piles and lagging, corrugated metal pipe, internally braced shoring such as trench boxes or speed shoring could be used. If trench boxes or corrugated metal pipe are used, the soil immediately adjacent to the shoring is not directly supported. Ground surface deformations adjacent to the excavation could be greater when these methods are used compared to other methods of shoring leading to distress to overlying improvements. If open trenches are to be maintained during the rainy season, berms are recommended along the tops of the trenches to prevent runoff water from entering the excavation. 8.1.5 Temporary Shoring For design of cantilevered shoring, an active soil pressure equal to a fluid weighing 40 pounds per cubic foot (pcf) can be used for level retained ground or 65 pcf for 2:1 (horizontal:vertical) sloping ground. A passive soil pressure equal to a fluid weighing 300 pcf can be used for the design of cantilevered shoring with the maximum embedment depths above the groundwater level. The passive pressure should be reduced by one half below the groundwater table. The surcharge loads on shoring from traffic and construction equipment adjacent to the excavation can be modeled by assuming an additional 2 feet of soil behind the shoring. Earth pressure diagram is presented in Figure 5. 8.1.6 Temporary Dewatering During our geotechnical investigation, groundwater was observed as shallow as 13 feet bgs at the monitoring well in Tyler Street (see Table 1). Available literature indicates the groundwater could be shallower than approximately 10 feet at the Tyler Street site. Additionally, groundwater seepage may occur locally along the project alignment due to local irrigation or following heavy rain. Shallow groundwater may impact project construction. An experienced and qualified specialty contractor should evaluate the need and design of a dewatering system, as appropriate. The contractor’s geotechnical engineer should review proposed dewatering system designs. 8.1.7 Remedial Grading We recommend that remedial grading be performed beneath the new sewer lines to improve the pipeline support and reduce the potential for static settlement and pipe breakage. Upon completion of excavation and removal of the existing pipe and fill material, the bottom of excavation should be scarified to the depth of 1 foot, moisture conditioned to near optimum moisture content, and recompacted to 90% maximum dry density (ASTM D1557). Proposed underground structures foundations can be supported by firm and unyielding old paralic deposits, 2 feet of compacted fill, or stabilized subgrade. If placed on compacted fill, the on-site soils should be excavated to a depth of at least 2 feet below planned subgrade elevation. If competent, formational materials are exposed, excavation need not be performed. A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 9 An Atlas representative should observe conditions exposed in the bottom of excavations to evaluate whether additional excavation is required. The resulting surface should then be scarified to a depth of 8 inches, moisture conditioned to near optimum moisture content, and compacted to at least 90% relative compaction. The maximum dry density and optimum moisture content for evaluating relative compaction should be obtained using ASTM D1557. For structures with subgrade elevations at or near the groundwater elevation, subgrade shall be stabilized following the recommendations of this report. 8.1.8 Compacted Fill On-site materials, except for soil containing roots, debris, and rock greater than 3 inches, can be used as compacted fill or trench backfill. Fill and backfill should be placed in horizontal lifts at a thickness appropriate for the equipment spreading, mixing, and compacting the material, but generally should not exceed 8 inches in loose thickness. Fill and backfill should be moisture conditioned within 2% of optimum moisture content and compacted to at least 90% relative compaction. The top 12 inches of subgrade beneath pavement should be compacted to at least 95%. The compacted fill should have an EI of 50 or less. The maximum dry density and optimum moisture content for evaluating relative compaction should be obtained using ASTM D1557. 8.1.9 Expansive Soil The laboratory results indicate that on-site materials tested are classified as having a very low expansion potential. The grading and foundation recommendations presented in this report assume materials with a low expansion potential. 8.1.10 Imported Soil Imported soil should consist of predominately granular soil, free of organic matter and oversized materials (i.e., rocks larger than 3 inches). Imported soil should be observed and, if appropriate, tested by Atlas prior to transport to the site. 8.1.11 Subgrade Stabilization In areas where wet, soft, or yielding excavations bottoms are encountered, a geogrid reinforced soil mat could be installed to provide support for proposed subsurface structures foundation construction. To stabilize soft or yielding bottoms, Atlas recommends placing one layer of Tensar® Triax TX-160 reinforcing geogrid or equivalent on the removal surface (e.g., excavation bottom) followed by at least 12 inches of ¾-inch crushed rock compacted using lightweight equipment. The crushed rock layer shall then be overlaid by a second layer of the geogrid followed by minimum 6 inches of aggregate base. Aggregate base section shall then be compacted to a relative compaction of 95%. If yielding is still observed upon proof rolling, an additional layer of geogrid should be placed on the compacted base followed by at least 6 inches of aggregate base. Crushed rock and aggregate layers shall be covered and wrapped (on both sides and above the layer) with a nonwoven filter fabric such as Mirafi-140N, or equivalent to avoid siltation and segregation. A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 10 The above recommendations are only valid when the depth of the groundwater is below the compacted aggregate base layer. In circumstances where the aggregate base layer is below the groundwater table, it is recommended to replace the compacted aggregate base layer with 12 inches of crushed rock to avoid pumping and disintegration of the aggregate base. 8.1.12 Grading Plan Review Atlas should review the grading plans and earthwork specifications to ascertain whether the intent of the recommendations contained in this report have been implemented, and that no revised recommendations are needed due to changes in the development scheme. 8.2 Pipelines 8.2.1 Pipeline Support It is anticipated that most of the materials along the pipeline alignment will provide adequate support for the pipe, although loose, soft, and otherwise unsuitable materials could be encountered. Unsuitable materials encountered near trench bottom levels should be excavated to competent material as determined by the geotechnical consultant. The excavated materials can be replaced with compacted fill or with pipe bedding material, as described below. Unsuitable materials should be removed from the full width of the trench. The bottoms of the excavations should be observed by the geotechnical consultant prior to placement of pipe bedding. 8.2.2 Trench Backfill Utility trench sections should conform to the minimum requirements of the City of Carlsbad and other local jurisdictions. Backfill should be placed in loose lifts not exceeding 6 to 8 inches in thickness, moisture conditioned to near optimum moisture content, and compacted to at least 90% relative compaction. On-site materials, except for soil containing roots, saturated soils, debris, and rock greater than 6 inches, can be used as compacted fill or trench backfill, provided that they have an expansion index of 50 or less. The maximum dry density and optimum moisture content for the evaluation of relative compaction should be determined in accordance with ASTM D1557. 8.2.3 Pipe Bedding Pipe bedding as specified in the “Greenbook” can be used. Bedding material should consist of clean sand having a sand equivalent not less than 30 and should extend to at least 12 inches above the top of pipe. Alternative materials meeting the intent of the bedding specifications are also acceptable. Samples of materials proposed for use as bedding should be provided to the engineer for inspection and testing before the material is imported for use on the project. The on- site materials are not expected to meet “Greenbook” bedding specifications. The pipe bedding material should be placed over the full width of the trench. After placement of the pipe, the bedding should be brought up uniformly on both sides of the pipe to reduce the potential for unbalanced A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 11 loads. No voids or uncompacted areas should be left beneath the pipe haunches. Ponding or jetting the pipe bedding should not be allowed. 8.2.4 Thrust Blocks For level ground conditions, a passive earth pressure of 330 pounds per square foot (psf) per foot of depth below the lowest adjacent final grade can be used to compute allowable thrust block resistance. A value of 140 psf per foot should be used below groundwater level, if encountered. 8.2.5 Modulus of Soil Reaction A modulus of soil reaction (E’) of 1,000 pounds per square inch can be used to evaluate the deflection of buried flexible pipelines. This value assumes that granular bedding material is placed adjacent to the pipe and is compacted to at least 90% relative compaction. 8.3 Underground Structures 8.3.1 Foundations The planned underground structures (i.e., vaults, manholes, etc.) can be supported on mat foundations with bottom levels on compacted fill, reinforced geogrid mats, or competent formational material. Thickness and reinforcement of the mat foundation should be in accordance with the recommendations of the project structural engineer. Mat foundations typically experience some deflection due to loads placed on the mat and the reaction of the soils underlying the mat. A design modulus of subgrade reaction, K, of 150 pounds per cubic inch (pci) may be used in evaluating such deflections on subgrade soils recommended in this report. These values are based on an area of one square foot and should be adjusted for large mats. Adjusted values of the modulus of subgrade reaction, KBxB, can be obtained from the following equation for square mats of various widths: 𝐾ൈ ൌ𝐾B 1 2B ൨ ଶ ሺ𝑝𝑐𝑖ሻ where, B is the width of the mat in feet. For rectangular mat slab, adjusted values of the modulus of subgrade reaction, K’, can be obtained from the following equation: 𝐾′ ൌ 𝐾ൈሺ1 0.5 ቀ𝐵 𝐿ቁሻ 1.5 ሺ𝑝𝑐𝑖ሻ where, B is the width and L is the length of the mat in feet. A .... A f!! ---,-, I L i~ Atlas No. 10206 Report No. 1 Page | 12 8.3.2 Allowable Soil Bearing Pressure Since the weight of soil removed during excavation will be greater than or approximately equal to the weight of the new construction and backfill, we do not expect foundation bearing capacity to be a significant geotechnical design concern. The planned subsurface structures can be supported on mat foundations with bottom levels on compacted fill, reinforced geogrid mats, or competent Very Old Paralic deposits. An allowable bearing capacity of 2,500 psf can be used. The bearing value can be increased by ⅓ when considering short term loads. 8.3.3 Lateral Resistance Lateral loads will be resisted by friction between the bottoms of footings and passive pressure on the faces of footings and other structural elements below grade. A coefficient of friction of 0.35 can be used. Passive pressure can be computed using a lateral pressure value of 300 psf per foot of depth below the ground surface and above groundwater level for level ground conditions. Passive pressure shall be reduced to 150 for the structures below groundwater level. Reductions for sloping ground should be made. The passive pressure can be increased by ⅓ when considering the total of loads, including wind or seismic forces. The upper 1 foot of soil should not be relied on for passive support unless the ground is covered with pavements or slabs. The lateral passive earth pressure values provided herein are ultimate values and appropriate factor of safety shall be applied. 8.3.4 Underground Structures Backfill The underground structures backfill should consist of granular, free-draining material having a sand equivalent of 20 or more. Additionally, fill within 3 feet from the back of the wall should not contain rocks greater than 3 inches in any dimension. The backfill zone is defined by a 1:1 plane projected upward from the bottom of the foundation. Clayey soils and/or fine-grained materials with Expansion Index greater than 50 should not be used. Material to be used for backfill should be compacted to at least 90% relative compaction. Backfill should not be placed until the concrete walls have achieved adequate structural strength. Compaction of the backfill will be necessary to minimize settlement of the backfill and overlying settlement-sensitive improvements. However, some settlement should still be anticipated. Alternatively, a controlled low-strength material such as sand cement slurry may be considered for backfill. The controlled low-strength material should be thoroughly consolidated, have a maximum slump of 4 inches, and the slurry should meet the requirements of the local authority with jurisdiction. Atlas representative should observe the wall backdrain installations and wall backfill process. 8.3.5 Foundation Plan Review Atlas should review the foundation plans to ascertain that the intent of the recommendations in this report has been implemented and that revised recommendations are not necessary as a result of changes after this report was completed. A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 13 8.3.6 Foundation Excavation Observation A representative from Atlas should observe the foundation excavations prior to forming or placing reinforcing steel. 8.4 Preliminary Pavement Section Recommendations The on-site soils tested have R-values of 71 and 86. The actual R-value of the subgrade soils should be determined after grading, and the final pavement sections should be provided based on the final results. An R-value of 50 and assumed Traffic Indexes of 6, 7, and 8 were used for the design of preliminary pavement sections. Table 3 presents recommended flexible and rigid structural sections for the assumed Traffic Indexes and subgrade R-value: Table 3: Preliminary Pavement Structural Sections Traffic Type Traffic Index AC(1) over AB(2) (inches) Full Depth AC(1) (inches) Full Depth PCC(3) (Inches) Roadways 6.0 4 over 4 6 6½ 7.0 4 over 5 7 7 8.0 5 over 6 8 7 (1) AC: Asphalt Concrete (2) AB: Aggregate Base (3) PCC: Portland Cement Concrete The top 12 inches of subgrade beneath pavements should be scarified, moisture conditioned to near optimum moisture content, and compacted to at least 95% relative compaction (ASTM D1557). Soft or yielding areas should be removed and replaced with compacted fill or aggregate base. Aggregate base and asphalt concrete should conform to the Caltrans Standard Specifications and should be compacted to at least 95% relative compaction. Aggregate base should have an R-value of not less than 78. All materials and methods of construction should conform to good engineering practices and Caltrans standard specifications. 8.5 Soil Corrosivity Representative samples of the on-site soils were tested to evaluate corrosion potential. The test results are presented in Appendix II. The project design engineer can use the sulfate results in conjunction with ACI 318 to specify the water/cement ratio, compressive strength, and cementitious material types for concrete exposed to soil. For structural elements, the California Department of Transportation considers a site to be corrosive if one or more of the following conditions exist for the representative soil and/or water samples taken at the site: Chloride concentration is 500 ppm or greater, sulfate concentration is 1,500 ppm or greater, or the pH is 5.5 or less. Based on these criteria the tested on-site soils are not considered corrosive to structural elements. A corrosion engineer should be contacted to provide specific corrosion control recommendations. Atlas No. 10206 Report No. 1 Page | 14 8.6 Geotechnical Engineering During Construction The geotechnical engineer should review project plans and specifications prior to bidding and construction to check that the intent of the recommendations in this report has been incorporated. Observations and tests should be performed during construction. Atlas recommends a geotechnical engineer or engineering geologist be on site to observe trenching operations. If the conditions encountered during construction differ from those anticipated based on the subsurface exploration program, the presence of the geotechnical engineer during construction will enable an evaluation of the exposed conditions and modifications of the recommendations in this report or development of additional recommendations in a timely manner. 9. CLOSURE Atlas should be advised of changes in the project scope so that the recommendations contained in this report can be evaluated with respect to the revised plans. Changes in recommendations will be verified in writing. The findings in this report are valid as of the date of this report. Changes in the condition of the site can occur with the passage of time, whether they are due to natural processes or work on this or adjacent areas. In addition, changes in the standards of practice and government regulations can occur. Thus, the findings in this report may be invalidated entirely or in part by changes beyond our control. This report should not be relied upon after a period of two years without a review by us verifying the suitability of the conclusions and recommendations to site conditions at that time. In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the same locality. The client recognizes that subsurface conditions may vary from those encountered at the boring locations and that our data, interpretations, and recommendations are based solely on the information obtained by us. We will be responsible for those data, interpretations, and recommendations, but shall not be responsible for interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, express or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings. 10. REFERENCES American Society of Civil Engineers (ASCE), 2023, Chapter 7, ASCE 7-16 Online Hazard Tool, accessed October 2023 at https://asce7hazardtool.online/ California Department of Conservation, Geological Survey (CGS), 2023, CGS Information Warehouse: Tsunami, accessed October 2023 at maps.conservation.ca.gov A..-■ A f!!!. ___,., I L ,~ Atlas No. 10206 Report No. 1 Page | 15 California Department of Conservation, Geological Survey (CGS), 2023, CGS Information Warehouse: Landslide Inventory, accessed October 2023 at https://maps.conservation. ca.gov/ California Department of Conservation, Geological Survey (CGS), 2023, 2010 Fault Activity Map of California, accessed October 2023 at https://maps.conservation.ca.gov/cgs/fam/ California Department of Conservation, Geological Survey (CGS), 2002, California Geomorphic Provinces, Note 36 California Department of Transportation (Caltrans), 2020, Highway Design Manual. California Department of Water Resources (DWR), 2023, Division of Safety of Dams, Dam Inundation Hazard Tools, accessed October 2023 at https://fmds.water.ca.gov/maps/ County of San Diego, 2019, Federal Emergency Management Agency (FEMA), Flood Insurance Rate Map for San Diego County, Firm Panel 06073C0764H, map revised December 20, 2019, accessed October 2023 at https://msc.fema.gov/portal/search Graehl, N.G., and Wilson, R.I., 2022, Tsunami Hazard Area Map, San Diego County; produced by the California Geological Survey and the California Governor’s Office of Emergency Services; dated 2022, displayed at multiple scales, accessed October 2023. Historic Aerials, 2023, accessed in August at https://historicaerials.com/viewer International Code Council (ICC), 2021, 2022 California Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of 2, Based on the 2021 International Building Code, effective January 1, 2022. Public Works Standards, Inc., 2018, “Greenbook” Standard Specifications for Public Works Construction, 2018 Edition. SGMA Data Viewer (2019), County of San Diego DEH/LWQD Land Water and Quality Division, Monitoring Well Program, Well Completion Report 2020-003102, 810 Tamarack Avenue, Well No. 6, Permit No. LMWP-004080, dated August 7, accessed in October 2023 at https://sgma.water.ca.gov/webgis/?appid=SGMADataViewer#gwlevels U.S. Geological Survey (USGS), California Water Science Center, 2023, Areas of Land Subsidence in California, accessed October 2023 at https://ca.water.usgs.gov/ land_subsidence/california-subsidence-areas.html A..-■ A f!!!. ___,., I L ,~ ©2023 OpenStreet Map 1 SITE VICINITY MAP Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California Date: Job No.: By: November, 2023 CGI 10206.000 Figure: SCALE (feet) N 1,000 2,0000 PROJECT SITES ------ agun.a !Drill.re~ /2 ~-~e ,,, #-..;,; ~Ir r::JI> -9?, '.o) ~ % g 0-e '°'I;'· ·,z #~ '?--,: 1 t: ~ "?"-~e-'%. -~ ~s.wood A.venue ~- c,'{'.'?s - (>....,oe <?§"'6::1 '6 ., ,iQ i , '1.j.'?,/ ~-e~-_,,,~"·-_,,,dc,"l-- ?J.f.Y· ~?,{!! /' / ifo.'? / \e"'(tl , 2A SUBSURFACE EXPLORATION MAP Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California Date: Job No.: By: November, 2023 CGI 10206.000 Figure: Approximate Location of Boring (Depth in Feet) B-1 (20) ©2023 Google Earth SCALE (feet) NOTE: All locations are approximate. N 60 1200 LEGEND: Approximate Sewer Aligment B-1 (20) PI O P I C O D R I V E S A N D I E G O F R E E W A Y 5 2B SUBSURFACE EXPLORATION MAP Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California Date: Job No.: By: November, 2023 CGI 10206.000 Figure: Approximate Location of Boring (Depth in Feet) MW-1 (26) ©2023 Google Earth SCALE (feet) NOTE: All locations are approximate. N 60 1200 LEGEND: Approximate Sewer Aligment MW-1 (26) GRAN D A V E N U E R O O S E V E L T S T R E E T S T A T E S T R E E T T Y L E R S T R E E T Figure:REGIONAL GEOLOGY MAP Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California Date: Job No.: By: November, 2023 CGI 10206.000 EXPLANATION: N Reference:Kennedy, M.P. and Tan, S.S. (2007), Geologic Map of the Oceanside 30' x 60' Quadrangle, California, California Geological Survey, Scale 1:100,000SCALE (feet) 2,000 4,0000 3 Alluvial flood-plain deposits (late Holocene) Old paralic deposits, undivided (late to middle Pleistocene) Undivided sedimentary rocks in offshore region (Miocene) Very old paralic deposits, undivided (middle to early Pleistocene) Undivided Eocene rocks in offshore area(Eocene) NOTE: All locations are approximate. Tmo Teo Qa Qvop12 Qop6-7 Tsa Santiago Formation (middle Eocene) Qop2-4 Units 2-4 Qvop13 Unit 12 PROJECT SITES Tsa Qa Tmo Teo CJ CJ CJ CJ CJ CJ CJ CJ Figure:CALIFORNIA FAULT ACTIVITY MAP Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California Date: Job No.: By: November, 2023 CGI 10206.000 EXPLANATION: N Reference: Jennings, C.W., Bryant W.A., Fault Activity Map of California (2010), maps.conservation.ca.gov/cgs/fam; Accessed August, 2023SCALE (miles) 5 100 Holocene fault displacement(during past 11,700 years) withouthistoric record. Late Quaternary fault displacement(during past 700,000 years). Quaternary fault (age undifferentiated). Pre-Quaternary fault (older than 1.6 millionyears) or fault without recognized Quaternarydisplacement. Low angle fault (barbs on upper plate). ? ? ? ? ? 460 Wildomar fault- Elsinore fault zone(certain) 470 Unnamed - unnamed faults flanking Agua Tibia Mtn (certain) 4 PROJECT SITES 460 .~~~n _ton ,7 .'= .._..,_,rps Base 'y I , t , I / , I ' I I I I -, r ' l: """" '\ l47;r ~ un 1, alley Ce111te r D D ---- --------- ----.----....----- Figure:TEMPORARY SHORING LATERAL EARTH PRESSURES DIAGRAMPio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California Date: Job No.: By: November, 2023 10573.000 CGI 5 A H1 psf SHORING H AND EXCAVATION BOTTOM 62.4 Hw psf 0.5 A Hw psf SOIL PRESSURE H2 NOTE: H1, H2, Hw AND H ARE IN FEET (175 H2 psf BELOW GROUNDWATER) 350 H2 psf A = 40 PCF for Temporary Shoring with level ground. A = 65 PCF for Temporary Shoring with 2H:1V sloping ground. NOT TO SCALE WATER PRESSURE Hw H1 = feet 72 psf 10 feet CONSTRUCTION TRAFFIC PRESSURE SUBSURFACE EXPLORATION Relatively undisturbed samples were obtained using a modified California (CAL) sampler, which is a ring-lined split tube sampler with a 3-inch outer diameter and 2½-inch inner diameter. Standard Penetration Tests (SPT) were performed using a 2-inch outer diameter and 1⅜-inch inner diameter split tube sampler. The CAL and SPT samplers were driven with a 140-pound weight dropping 30 inches. The number of blows needed to drive the samplers the final 12 inches of an 18-inch drive is noted on the boring logs as “Driving Resistance (blows/ft. of drive).” SPT and CAL sampler refusal was encountered when 50 blows were applied during any one of the three 6-inch intervals, a total of 100 blows was applied, or there was no discernible sampler advancement during the application of 10 successive blows. The SPT penetration resistance was normalized to a safety hammer (cathead and rope) with a 60% energy transfer ratio in accordance with ASTM D6066. The normalized SPT penetration resistance is noted on the boring logs as “N60.” Disturbed bulk samples were obtained from the SPT sampler and the drill cuttings. The soils are classified in accordance with the Unified Soil Classification System. A temporary groundwater monitoring well was installed at the Tyler Street boring location to monitor groundwater levels over time. The groundwater levels will be recorded during a second monitoring event as well at a date to be coordinated by the project team. A diagram presenting the well construction is presented in Appendix I. - APPENDIX I VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE 0 - 4 4 - 10 10 - 30 30 - 50 OVER 50 CO A R S E - G R A I N E D S O I L S MO R E T H A N H A L F I S C O A R S E R T H A N N O . 2 0 0 S I E V E FI N E - G R A I N E D S O I L S MO R E T H A N H A L F I S F I N E R T H A N N O . 2 0 0 S I E V E SANDS WITH 15%OR MORE FINES MAJOR DIVISIONS 0 - 2 2 - 4 4 - 8 8 - 15 15 - 30 OVER 30 RELATIVE DENSITY OF COHESIONLESS SOILS GROUNDWATER SYMBOLS AL CON COR DS EI MAX RV PD UC WA - - - - - - - - - - SILTY SANDS WITH OR WITHOUT GRAVEL CLAYEY SANDS WITH OR WITHOUT GRAVEL INORGANIC SILTS OF LOW TO MEDIUMPLASTICITY WITH OR WITHOUT SAND ORGRAVEL INORGANIC CLAYS OF LOW TO MEDIUMPLASTICITY WITH OR WITHOUT SAND ORGRAVEL ORGANIC SILTS OR CLAYS OF LOW TOMEDIUM PLASTICITY WITH OR WITHOUT SAND OR GRAVEL INORGANIC SILTS OF HIGH PLASTICITY WITH OR WITHOUT SAND OR GRAVEL WELL-GRADED GRAVELS WITH OR WITHOUTSAND CLAYEY GRAVELS WITH OR WITHOUT SAND SILTS AND CLAYS LIQUID LIMIT 50% OR LESS SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50% SILTY GRAVELS WITH OR WITHOUT SAND SANDS MORE THAN HALFCOARSE FRACTIONIS FINER THAN NO.4 SIEVE SIZE CLEAN GRAVELSWITH LESS THAN 15% FINES GRAVELS WITH15% OR MOREFINES CLEAN SANDSWITH LESS THAN15% FINES WELL-GRADED SANDS WITH OR WITHOUTGRAVEL TYPICAL NAMES RELATIVE DENSITY INORGANIC CLAYS OF HIGH PLASTICITY WITHOR WITHOUT SAND OR GRAVEL ORGANIC SILTS OR CLAYS OF HIGHPLASTICITY WITH OR WITHOUT SAND OR GRAVEL PEAT AND OTHER HIGHLY ORGANIC SOILS GRAVELS MORE THAN HALF COARSE FRACTIONIS LARGER THAN NO. 4 SIEVE GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT POORLY GRADED SANDS WITH OR WITHOUT GRAVEL SAMPLE SYMBOLS SUBSURFACE EXPLORATION LEGEND HIGHLY ORGANIC SOILS LABORATORY SYMBOLS 0 - 0.25 0.25 - 0.50 0.50 - 1.0 1.0 - 2.0 2.0 - 4.0 OVER 4.0 VERY SOFT SOFT MEDIUM STIFF STIFF VERY STIFF HARD CONSISTENCY OF COHESIVE SOILS SPT N60BLOWS/FOOT SAMPLE TYPES CONSISTENCY SPT N60BLOWS/FOOT NUMBER OF BLOWS OF 140 LB HAMMER FALLING 30 INCHES TO DRIVE A 2 INCH O.D. (1-3/8 INCH I.D.) SPLIT-BARREL SAMPLER THE LAST 12 INCHES OF AN 18-INCH DRIVE (ASTM-1586 STANDARD PENETRATION TEST).IF THE SEATING INTERVAL (1st 6 INCH INTERVAL) IS NOT ACHEIVED, N IS REPORTED AS REF. POCKET PENETROMETER MEASUREMENT (TSF)Modified California Sampler Bulk Sample WATER LEVEL AT TIME OF EXCAVATIONOR AS INDICATED ATTERBERG LIMITS CONSOLIDATION CORROSIVITY TESTING DIRECT SHEAR EXPANSION INDEX MAXIMUM DENSITY R-VALUE PARTICLE-SIZE DISTRIBUTION UNCONFINED COMPRESSIVE STRENGTH No. 200 WASH (% PASSING No. 200 SIEVE) Bulk Sample CAL SPT Standard Penetration Test POORLY GRADED GRAVELS WITH OR WITHOUT SAND Atlas Technical Consultants 6280 Riverdale StreetSan Diego, California 92120 Telephone: (619) 280-4321 -CERCHAR ABRASIVITY -POINT LOAD STRENGTH INDEX -SPLITTING TENSILE STRENGTH WHERE AN ASTERISK * EXISTS NEXT TO RQD VALUE- MEASURED INTACT PIECES DID NOT PASS FIELD SOUNDNESS TEST CAI PLSI STS ~ □ □ __,.\TL AS-- I 'Sl L-- !i. ,._\!, ~ \f,, ,\J CAL CAL CAL CAL CAL COREI PD RV WA DS 73 51 51 76/10" 50/2 6.0 4.0 4.0 17.0 121.1 107.0 105.4 107.7 5 inches of Asphalt Concrete over 6 inches of Aggregate Base. FILL (Qf): SILTY SAND (SM), medium dense, reddish to dark brown, moist, fine to coarse grained, trace GRAVEL. Fine to medium grained, asphalt debris encountered. OLD PARALIC DEPOSITS (Qop): SILTY SAND (SM), very dense, reddish brown, moist, fine to medium grained, weakly to moderately cemented. Poorly-Graded SAND with CLAY (SP-SC), dense, yellowish to reddish brown,moist, fine to medium grained, weakly cemented. CLAYEY SAND (SC), very dense, light to pale brown, moist, fine to mediumgrained. SANDY SILT (ML), very dense, grayish yellow, moist, fine grained sand, weakly cemented. BORING TERMINATED AT 20 FEET.NO GROUNDWATER OR SEEPAGE ENCOUNTERED AT END OF DRILLING --- AFTER DRILLING --- LOGGED BY Pio Pico Dr. & Tyler St. Sewer Lines Replacement ATLAS PROJECT NAME 10206.000 Hollow Stem Auger 8/14/23 CME-75 DRILLING COMPANY TOTAL DEPTH (ft) GROUND ELEV. (ft) ATLAS PROJECT NUMBER 20.0 69.0 LOG OF TEST BORING SD DRILLING EQUIPMENT B-1 Figure THIS SUMMARY APPLIES ONLY AT THE LOCATIONOF THIS BORING AND AT THE TIME OF DRILLING.SUBSURFACE CONDITIONS MAY DIFFER AT OTHERLOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATAPRESENTED IS A SIMPLIFICATION OF THE ACTUALCONDITIONS ENCOUNTERED. 1 I-1 BU L K S A M P L E DR I V E S A M P L E Hammer Efficiency = 79.6% N60~1.33NSPT BORING DIA. (in.) 8 START DEPTH/ELEV. GROUND WATER (ft) SITE 8/14/23 END REVIEWED BY 140-lb Hammer, 30-in Drop SAMPLING METHOD SHEET NO. Baja Exploration Carlsbad, CA DRILL METHOD DAS/NA NOTES DE P T H (f t ) 5 10 15 20 EL E V A T I O N (f t ) 65 60 55 50 AT TIME OF DRILLING --- AT L A S L O G R E P O R T - - 1 1 / 1 0 / 2 3 0 8 : 4 8 - \ \ S C S T S D C F S 0 1 \ D A T A _ 1 \ D A T A \ C L I E N T S \ C I T Y O F C A R L S B A D \ P S A 2 2 - 1 6 3 7 C A M A S T E R A G R E E M E N T A S - N E E D E D E & D \ 1 0 2 0 6 . 0 0 0 - ( P W 7 ) C I T Y O F C A R L S B A D , T Y L E R S T R E E T A S R \ R E P O R T S \ A P P I - L O G S \ P I O P I C O A N D T Y L E R S T _ C O M B I N E D . G P J LABTESTSBL O W S PE R F O O T N60 MO I S T U R E (% ) DR Y D E N S I T Y (p c f ) DESCRIPTION AND CLASSIFICATION GR A P H I C LO G Atlas Technical Consultants 6280 Riverdale StreetSan Diego, California 92120 Telephone: (619) 280-4321 I I I I I I I ~ 1--------~I -~--~--~---------1: x X X )< )< X f-X )< )< f-f-X X X f- f- f- - f- f- - f- - ·' i ✓ ~;, ~~------------------------------------- CAL SPT CAL SPT CAL Well Box Cement Backfill Bentonite Chip 2'' PVC Sch. 40 Filter Pack, #2sand 2'' PVC Sch. 40 (slotted) EICOR PD RV WA WA 34 21 57 35 50/5 28 47 3 inches of Asphalt Concrete over 5 inches of Aggregate Base. FILL (Qf): SILTY SAND (SM), medium dense, brownish red, dry, fine to medium grained. Dense, reddish brown, weakly to moderately cemented. OLD PARALIC DEPOSITS (Qop): CLAYEY SAND (SC), medium dense, brown, moist, fine to medium grained. SANDY LEAN CLAYEY (CL), hard, pale brown to brown, moist, fine to medium grained sand. Poorly Graded SAND (SP), dense, brown to light brown, wet, fine to coarse, trace gravel and fines. SILTY SAND (SM), very dense, brown to light brown, wet, fine to coarse grained. AT END OF DRILLING 13.00 ft / Elev 30.00 ft AFTER DRILLING --- LOGGED BY Pio Pico Dr. & Tyler St. Sewer Lines Replacement ATLAS PROJECT NAME 10206.000 Hollow Stem Auger 9/25/23 LAR-75 DRILLING COMPANY TOTAL DEPTH (ft) GROUND ELEV. (ft) ATLAS PROJECT NUMBER 26.0 43.0 LOG OF MONITOR WELL SD DRILLING EQUIPMENT MW-1 Figure THIS SUMMARY APPLIES ONLY AT THE LOCATIONOF THIS BORING AND AT THE TIME OF DRILLING.SUBSURFACE CONDITIONS MAY DIFFER AT OTHERLOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATAPRESENTED IS A SIMPLIFICATION OF THE ACTUALCONDITIONS ENCOUNTERED. 2 I-2 BU L K S A M P L E DR I V E S A M P L E Hammer Efficiency = 80.2% N60~1.34NSPT BORING DIA. (in.) 8 START DEPTH/ELEV. GROUND WATER (ft) SITE 9/25/23 END REVIEWED BY 140-lb Hammer, 30-in Drop SAMPLING METHOD SHEET NO. Baja Exploration Carlsbad, CA DRILL METHOD DAS/NA NOTES DE P T H (f t ) 5 10 15 20 EL E V A T I O N (f t ) 40 35 30 25 AT TIME OF DRILLING --- AT L A S L O G R E P O R T - - 1 1 / 1 0 / 2 3 0 8 : 4 8 - \ \ S C S T S D C F S 0 1 \ D A T A _ 1 \ D A T A \ C L I E N T S \ C I T Y O F C A R L S B A D \ P S A 2 2 - 1 6 3 7 C A M A S T E R A G R E E M E N T A S - N E E D E D E & D \ 1 0 2 0 6 . 0 0 0 - ( P W 7 ) C I T Y O F C A R L S B A D , T Y L E R S T R E E T A S R \ R E P O R T S \ A P P I - L O G S \ P I O P I C O A N D T Y L E R S T _ C O M B I N E D . G P J Casing Type: PVC WELL DIAGRAMLABTESTSBL O W S PE R F O O T N60 DESCRIPTION AND CLASSIFICATION GR A P H I C LO G Atlas Technical Consultants 6280 Riverdale StreetSan Diego, California 92120 Telephone: (619) 280-4321 'ii'. 1--------------~--~-----~-----~---------I~ 'f_ SPT 50/2 67/2 SILTY SAND (SM), very dense, brown to light brown, wet, fineto coarse grained. (continued) SILT (ML), very dense, pale brown, wet, trace fine sand. BORING TERMINATED AT 26 FEETGROUNDWATER ENCOUNTERED AT 13 FEET AT END OF DRILLING 13.00 ft / Elev 30.00 ft AFTER DRILLING --- LOGGED BY Pio Pico Dr. & Tyler St. Sewer Lines Replacement ATLAS PROJECT NAME 10206.000 Hollow Stem Auger 9/25/23 LAR-75 DRILLING COMPANY TOTAL DEPTH (ft) GROUND ELEV. (ft) ATLAS PROJECT NUMBER 26.0 43.0 LOG OF MONITOR WELL SD DRILLING EQUIPMENT MW-1 Figure THIS SUMMARY APPLIES ONLY AT THE LOCATIONOF THIS BORING AND AT THE TIME OF DRILLING.SUBSURFACE CONDITIONS MAY DIFFER AT OTHERLOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATAPRESENTED IS A SIMPLIFICATION OF THE ACTUALCONDITIONS ENCOUNTERED. 3 I-3 BU L K S A M P L E DR I V E S A M P L E Hammer Efficiency = 80.2% N60~1.34NSPT BORING DIA. (in.) 8 START DEPTH/ELEV. GROUND WATER (ft) SITE 9/25/23 END REVIEWED BY 140-lb Hammer, 30-in Drop SAMPLING METHOD SHEET NO. Baja Exploration Carlsbad, CA DRILL METHOD DAS/NA NOTES DE P T H (f t ) 25 30 35 40 EL E V A T I O N (f t ) 20 15 10 5 0 AT TIME OF DRILLING --- AT L A S L O G R E P O R T - - 1 1 / 1 0 / 2 3 0 8 : 4 8 - \ \ S C S T S D C F S 0 1 \ D A T A _ 1 \ D A T A \ C L I E N T S \ C I T Y O F C A R L S B A D \ P S A 2 2 - 1 6 3 7 C A M A S T E R A G R E E M E N T A S - N E E D E D E & D \ 1 0 2 0 6 . 0 0 0 - ( P W 7 ) C I T Y O F C A R L S B A D , T Y L E R S T R E E T A S R \ R E P O R T S \ A P P I - L O G S \ P I O P I C O A N D T Y L E R S T _ C O M B I N E D . G P J WELL DIAGRAMLABTESTSBL O W S PE R F O O T N60 DESCRIPTION AND CLASSIFICATION GR A P H I C LO G Atlas Technical Consultants 6280 Riverdale StreetSan Diego, California 92120 Telephone: (619) 280-4321 I I I I I I I I ~ 1--------~I -~--~--~---------1: f-- f- LABORATORY TESTING Laboratory tests were performed to provide pertinent geotechnical parameters for engineering analyses associated with the proposed improvements. The following tests were conducted: • CLASSIFICATION: Field classifications were verified in the laboratory by visual examination. The final soil classifications are in accordance with the Unified Soil Classification System. • IN-SITU MOISTURE AND DENSITY: The in-situ moisture content and dry unit weight were evaluated on selected samples collected from the borings. The test results are presented on the boring logs in Appendix I. • PARTICLE-SIZE DISTRIBUTION: The particle-size distribution was evaluated on selected soil samples in accordance with ASTM D6913. • PERCENT FINDER THAN #200: The percent of materials finer than No. 200 sieve (75µm) was measured on selected samples in accordance with ASTM C117 and ASTM D1140. • EXPANSION INDEX: This test was performed on selected soil samples in accordance with ASTM D4289. • DIRECT SHEAR: This test was performed on a selected soil sample in accordance with ASTM D3080. The shear stress was applied to inundated samples at a constant rate of strain of 0.003 inch per minute. • R-VALUE: This test was performed on selected soil samples in accordance with Caltrans Test Method 301. • CORROSIVITY: Corrosivity tests were performed on selected soil samples. The pH and minimum resistivity were evaluated in general accordance with California Test 643. The soluble sulfate content was evaluated in accordance with California Test 417. The total chloride ion content was evaluated in accordance with California Test 422. Soil samples not tested are stored in our laboratory for future reference and analysis, if needed. Unless notified to the contrary, all samples will be disposed of 30 days from the date of this report. A..-■ A f!! ____,.., I L i ~ APPENDIX II - - - Date: Job Number:Figure: ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX SAMPLE NUMBER 84815 Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California SMSAMPLE LOCATION UNIFIED SOIL CLASSIFICATION: DESCRIPTIONB-1 at 0 to 5 feet SILTY SAND 10206.000 November, 2023 II-1 By:SD 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.11101001000 Grain Size in Millimeters U.S. Standard Sieve Sizes Sieve Analysis Hydrometer Pe r c e n t F i n e r b y W e i g h t Cobbles Gravel Coarse Fine Sand Coarse Medium Fine Silt or Clay 6" 3" 3/4" 1-½" 3/8" #4 #10 #8 #30 #16 #50 #100 #200 I -----------■ --. ' ... -... .. '" II\ \ \ \ ). \ \ \ \ .. ........ ............ -------~ - I I I I I I I I I I I I I I I I ~ ... I fl. ~ ----------r( I ■ )IU ---------- - - - Date: Job Number:Figure: ATTERBERG LIMITS LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX SAMPLE NUMBER 85693 Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California SMSAMPLE LOCATION UNIFIED SOIL CLASSIFICATION: DESCRIPTIONMW-1 at 0 to 5 Feet SILTY SAND 10206.000 By:SD 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.11101001000 Grain Size in Millimeters U.S. Standard Sieve Sizes Sieve Analysis Hydrometer Pe r c e n t F i n e r b y W e i g h t Cobbles Gravel Coarse Fine Sand Coarse Medium Fine Silt or Clay 6" 3" 3/4" 1-½" 3/8" #4 #10 #8 #30 #16 #50 #100 #200 November, 2023 II-2 I -- -....... ■ --.. \ ... - \ \ \ \ \.. \ \ \ \ \ .... .. ......._ ............. ------- ~ ---..... -, II. I I I I I I I I I I I I I I I I ~ ... I fl. ~ ----------r( I ■ )IU ---------- B-1 at 11 to 11½ feet Φ 33 o 32 o c 57 psf 52 psf NOTES:Insitu γd 105.0 pcf -pcf Strain Rate: 0.003 in/min wc 4.0 %-% Sample was consolidated and drained Saturation 18 %-% By:Date: Job Number:Figure: November, 2023SD 10206.000 Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California II-3 Poorly-Graded Sand with Clay Peak Ultimate SAMPLE ID: Initial Final 0 1000 2000 3000 4000 0 1000 2000 3000 4000 Sh e a r S t r e s s ( p s f ) Normal Stress (psf) Peak Strength 33 degrees, 57 psf Ultimate Strength 32 degrees, 52 psf 0 1000 2000 3000 4000 0 2 4 6 8 10 Sh e a r S t r e s s ( p s f ) Shear Strain (%) 1075 2150 3225 Normal Stress (psf) ____,. - I A ( I L )\ • ■ ~ ~ _I _ __JI _I _ __JI I I I I Water-Soluble Sulfate Exposure 2 N/A 2,500 0.50 4,000 0.45 4,500 0.45 4,500 2. Modified from ACI 318-14 Table 19.3.1.1 and Table 19.3.2.1 By:Date: Job Number:Figure: 0 Very LowB-1 at 0 to 5 Feet EXPANSION INDEX (ASTM D4829) MW-1 at 0 to 5 feet SILTY SAND (SM)71 MW-1 at 7½ to 9 Feet CLAYEY SAND (SC)25.4 MW-1 at 0 to 5 Feet 0 Very Low CALIFORNIA TEST 101 SO4 > 2.00 Very Severe S3 V plus pozzolan or slag cement 0.10 ≤ SO4 < 0.20 Moderate S1 II 0.20 ≤ SO4 ≤ 2.00 Severe S2 V SO4 < 0.10 N/A S0 No type restriction Water-Soluble Sulfate (SO4) in soil (percent by weight)Exposure Severity Exposure Class Cement Type Expansion Index Expansion Potential 51-90 91-130 High Above 130 Very High Medium SAMPLE CHLORIDE (%)pH SILTY SAND (SM)86 SULFATE (%) Min. fc' (psi) Max. W/C B-1 at 0 to 5 Feet 4,840 7.76 0.004 0.005MW-1 at 0 to 5 Feet 5,440 7.24 0.007 0.003 II-4 November, 2023 10206.000 SD Pio Pico Drive & Tyler Street Sewer Lines Replacement Carlsbad, California (CT 417, 422, 643) R-VALUE SAMPLE EXPANSION POTENTIONALEXPANSION INDEX SAMPLE RESISTIVITY, pH, SOLUBLE CHLORIDE and SOLUBLE SULFATE DESCRIPTION B-1 at 0 to 5 feet 1-20 Very Low 21-50 Low R-VALUE RESISTIVITY (Ω-cm) B-1 at 6 to 6½ Feet SILTY SAND (SM)26.7 MW-1 at 15 to 16½ Feet POORLY GRADED SAND (SP)4.8 Percent Finer than #200 (ASTM C117, ASTM D1140) SAMPLE DESCRIPTION Minus#200 (%) ---- GROUNDWATER SAMPLES LABORATORY ANALYSIS RESULTS A..-■ A f!! ____,.., I L i ~ APPENDIX Ill ANALYTICAL REPORT PREPARED FOR Attn: Reza Saeedzadeh Atlas Engineering West, Inc. 6280 Riverdale Street San Diego, California 92120-3308 Generated 10/26/2023 2:08:36 PM JOB DESCRIPTION Tyler Street Sewer Rplc / 10206.000 JOB NUMBER 570-156657-1 See page two for job notes and contact information. Tustin CA 92780 2841 Dow Avenue, Suite 100 Eurofins Calscience Page 1 of 52 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 -:~ eurofins ■ Environment Testing I ■ ■ Eurofins Calscience Eurofins Calscience is a laboratory within Eurofins Environment Testing Southwest, LLC, a company within Eurofins Environment Testing Group of Companies Job Notes This report may not be reproduced except in full, and with written approval from the laboratory. The results relate only to the samples tested. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. The test results in this report relate only to the samples as received by the laboratory and will meet all requirements of the methodology, with any exceptions noted. This report shall not be reproduced except in full, without the express written approval of the laboratory. All questions should be directed to the Eurofins Calscience Project Manager. Authorization Generated 10/26/2023 2:08:36 PM Authorized for release by Allyson Chapman, Project Manager I Allyson.Chapman@et.eurofinsus.com (714)895-5494 Page 2 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ■ Table of Contents Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Laboratory Job ID: 570-156657-1 Page 3 of 52 Eurofins Calscience10/26/2023 Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .43 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .46 Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .47 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .48 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .52 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Definitions/Glossary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Qualifiers GC/MS VOA Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Qualifier GC/MS Semi VOA Qualifier Description *-LCS and/or LCSD is outside acceptance limits, low biased. Qualifier *1 LCS/LCSD RPD exceeds control limits. J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. me LCS Recovery is within Marginal Exdeedance (ME) control limit range (± 4 SD from the mean). GC Semi VOA Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Qualifier General Chemistry Qualifier Description F3 Duplicate RPD exceeds the control limit Qualifier Glossary These commonly used abbreviations may or may not be present in this report. ¤Listed under the "D" column to designate that the result is reported on a dry weight basis Abbreviation %R Percent Recovery CFL Contains Free Liquid CFU Colony Forming Unit CNF Contains No Free Liquid DER Duplicate Error Ratio (normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit (DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration (Radiochemistry) EDL Estimated Detection Limit (Dioxin) LOD Limit of Detection (DoD/DOE) LOQ Limit of Quantitation (DoD/DOE) MCL EPA recommended "Maximum Contaminant Level" MDA Minimum Detectable Activity (Radiochemistry) MDC Minimum Detectable Concentration (Radiochemistry) MDL Method Detection Limit ML Minimum Level (Dioxin) MPN Most Probable Number MQL Method Quantitation Limit NC Not Calculated ND Not Detected at the reporting limit (or MDL or EDL if shown) NEG Negative / Absent POS Positive / Present PQL Practical Quantitation Limit PRES Presumptive QC Quality Control RER Relative Error Ratio (Radiochemistry) RL Reporting Limit or Requested Limit (Radiochemistry) RPD Relative Percent Difference, a measure of the relative difference between two points TEF Toxicity Equivalent Factor (Dioxin) TEQ Toxicity Equivalent Quotient (Dioxin) TNTC Too Numerous To Count Eurofins Calscience Page 4 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Case Narrative Client: Atlas Engineering West, Inc.Job ID: 570-156657-1 Project/Site: Tyler Street Sewer Rplc / 10206.000 Job ID: 570-156657-1 Laboratory: Eurofins Calscience Narrative Job Narrative 570-156657-1 Analytical test results meet all requirements of the associated regulatory program listed on the Accreditation/Certification Summary Page unless otherwise noted under the individual analysis. Data qualifiers are applied to indicate exceptions. Noncompliant quality control (QC) is further explained in narrative comments. Matrix QC may not be reported if insufficient sample or site-specific QC samples were not submitted. In these situations, to demonstrate precision and accuracy at a batch level, a LCS/LCSD may be performed, unless otherwise specified in the method. Surrogate and/or isotope dilution analyte recoveries (if applicable) which are outside of the QC window are confirmed unless attributed to a dilution or otherwise noted in the narrative. Regulated compliance samples (e.g. SDWA, NPDES) must comply with the associated agency requirements/permits. Receipt The sample was received on 10/13/2023 11:42 AM. Unless otherwise noted below, the sample arrived in good condition, and, where required, properly preserved and on ice. The temperature of the cooler at receipt time was 3.1°C GC/MS VOA Method 624.1: The continuing calibration verification (CCV) associated with batch 570-374593 recovered above the upper control limit for Dichlorodifluoromethane. The samples associated with this CCV were non-detects for the affected analytes; therefore, the data have been reported. The associated samples are impacted: MW-1 (570-156657-1) and (CCVIS 570-374593/3). Method 624.1: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with analytical batch 570-374593. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch. Method 8260B: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with analytical batch 570-374594. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch. Method 8260B: The continuing calibration verification (CCV) associated with batch 570-374594 recovered above the upper control limit for Dichlorodifluoromethane. The samples associated with this CCV were non-detects for the affected analytes; therefore, the data have been reported. The associated samples are impacted: MW-1 (570-156657-1) and (CCVIS 570-374594/3). No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. GC/MS Semi VOA Method 625.1: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 570-373879. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch. Method 625.1: The laboratory control sample (LCS) for preparation batch 570-373879 and analytical batch 570-374833 recovered outside acceptance limits for bis (2-chloroisopropyl) ether. There was insufficient sample to perform a re-extraction; therefore, the data have been reported. Method 625.1: The RPD of the laboratory control sample (LCS) and laboratory control sample duplicate (LCSD) for preparation batch 570-373879 and analytical batch 570-374833 recovered outside control limits for the following analytes: Benzidine. No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. Pesticides Method 608.3_Pest: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with Eurofins CalsciencePage 5 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Case Narrative Client: Atlas Engineering West, Inc.Job ID: 570-156657-1 Project/Site: Tyler Street Sewer Rplc / 10206.000 Job ID: 570-156657-1 (Continued) Laboratory: Eurofins Calscience (Continued) preparation batch 570-375186. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch. 608 No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. Metals No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. General Chemistry Method 1664A: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 570-374532. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch. Method 2540D: The sample duplicate (DUP) precision for analytical batch 570-375483 was outside control limits. The associated laboratory control sample / laboratory control sample duplicate (LCS/LCSD) precision was within acceptance limits. No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. Eurofins CalsciencePage 6 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Detection Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Client Sample ID: MW-1 Lab Sample ID: 570-156657-1 Tetrachloroethene RL 1.0 ug/L Analyte Result Qualifier Unit Dil Fac D Method Prep Type Total/NA118624.1 Tetrachloroethene 1.0 ug/L Total/NA1188260B Endosulfan I 0.0019 ug/L Total/NA10.0025 608.3 Boron 50.0 ug/L Total Recoverable 1413 200.8 Barium 0.0100 mg/L Total Recoverable 10.278 6010B Chromium 0.0500 mg/L Total Recoverable 10.0594 6010B Vanadium 0.0100 mg/L Total Recoverable 10.108 6010B Mercury 0.000200 mg/L Total/NA10.000595 7470A Total Dissolved Solids 20.0 mg/L Total/NA11340SM 2540C Total Suspended Solids 6.67 mg/L Total/NA1430SM 2540D Eurofins Calscience This Detection Summary does not include radiochemical test results. Page 7 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: EPA 624.1 - Volatile Organic Compounds (GC/MS) Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL ND 1.0 ug/L 10/17/23 22:12 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier 1,1,1-Trichloroethane 1.0 ug/L 10/17/23 22:12 1ND1,1,2,2-Tetrachloroethane 1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloroethane 1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloroethene 1.0 ug/L 10/17/23 22:12 1ND1,2-Dichlorobenzene 0.50 ug/L 10/17/23 22:12 1ND1,2-Dichloroethane 1.0 ug/L 10/17/23 22:12 1ND1,2-Dichloropropane 1.0 ug/L 10/17/23 22:12 1ND1,3-Dichlorobenzene 1.0 ug/L 10/17/23 22:12 1ND1,4-Dichlorobenzene 0.50 ug/L 10/17/23 22:12 1NDBenzene 1.0 ug/L 10/17/23 22:12 1NDBromodichloromethane 1.0 ug/L 10/17/23 22:12 1NDBromoform 1.0 ug/L 10/17/23 22:12 1NDcis-1,2-Dichloroethene 0.50 ug/L 10/17/23 22:12 1NDcis-1,3-Dichloropropene 0.50 ug/L 10/17/23 22:12 1NDCarbon tetrachloride 1.0 ug/L 10/17/23 22:12 1NDChlorobenzene 1.0 ug/L 10/17/23 22:12 1NDChloroethane 1.0 ug/L 10/17/23 22:12 1NDChloroform 1.0 ug/L 10/17/23 22:12 1NDDibromochloromethane 1.0 ug/L 10/17/23 22:12 1NDDichlorodifluoromethane 1.0 ug/L 10/17/23 22:12 1NDEthylbenzene 2.0 ug/L 10/17/23 22:12 1NDMethylene Chloride 1.0 ug/L 10/17/23 22:12 1NDMethyl-t-Butyl Ether (MTBE) 1.0 ug/L 10/17/23 22:12 1NDo-Xylene 1.0 ug/L 10/17/23 22:12 1NDm,p-Xylene 1.0 ug/L 10/17/23 22:12 1NDtrans-1,2-Dichloroethene 0.50 ug/L 10/17/23 22:12 1NDtrans-1,3-Dichloropropene 1.0 ug/L 10/17/23 22:12 118Tetrachloroethene 1.0 ug/L 10/17/23 22:12 1NDToluene 1.0 ug/L 10/17/23 22:12 1NDTrichloroethene 5.0 ug/L 10/17/23 22:12 1NDTrichlorofluoromethane 0.50 ug/L 10/17/23 22:12 1NDVinyl chloride 1,2-Dichloroethane-d4 (Surr)107 60-140 10/17/23 22:12 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 4-Bromofluorobenzene (Surr)94 10/17/23 22:12 160-140 Dibromofluoromethane 113 10/17/23 22:12 160-140 Toluene-d8 (Surr)105 10/17/23 22:12 160-140 Eurofins Calscience Page 8 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: EPA 624.1 - Volatile Organic Compounds (GC/MS) - RA Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL ND 5.0 ug/L 10/23/23 13:49 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier Bromomethane 1.0 ug/L 10/23/23 13:49 1NDChloromethane 1,2-Dichloroethane-d4 (Surr)107 60-140 10/23/23 13:49 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 4-Bromofluorobenzene (Surr)100 10/23/23 13:49 160-140 Dibromofluoromethane 102 10/23/23 13:49 160-140 Toluene-d8 (Surr)100 10/23/23 13:49 160-140 Eurofins Calscience Page 9 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: SW846 8260B - Volatile Organic Compounds (GC/MS) Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL ND 2.0 ug/L 10/17/23 22:12 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier 1,1,1,2-Tetrachloroethane 1.0 ug/L 10/17/23 22:12 1ND1,1,1-Trichloroethane 1.0 ug/L 10/17/23 22:12 1ND1,1,2,2-Tetrachloroethane 10 ug/L 10/17/23 22:12 1ND1,1,2-Trichloro-1,2,2-trifluoroethane 1.0 ug/L 10/17/23 22:12 1ND1,1,2-Trichloroethane 1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloroethane 1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloroethene 1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloropropene 1.0 ug/L 10/17/23 22:12 1ND1,2,3-Trichlorobenzene 5.0 ug/L 10/17/23 22:12 1ND1,2,3-Trichloropropane 1.0 ug/L 10/17/23 22:12 1ND1,2,4-Trichlorobenzene 1.0 ug/L 10/17/23 22:12 1ND1,2,4-Trimethylbenzene 10 ug/L 10/17/23 22:12 1ND1,2-Dibromo-3-Chloropropane 1.0 ug/L 10/17/23 22:12 1ND1,2-Dibromoethane 1.0 ug/L 10/17/23 22:12 1ND1,2-Dichlorobenzene 0.50 ug/L 10/17/23 22:12 1ND1,2-Dichloroethane 1.0 ug/L 10/17/23 22:12 1ND1,2-Dichloropropane 1.0 ug/L 10/17/23 22:12 1ND1,3,5-Trimethylbenzene 1.0 ug/L 10/17/23 22:12 1ND1,3-Dichlorobenzene 1.0 ug/L 10/17/23 22:12 1ND1,3-Dichloropropane 1.0 ug/L 10/17/23 22:12 1ND1,4-Dichlorobenzene 1.0 ug/L 10/17/23 22:12 1ND2,2-Dichloropropane 10 ug/L 10/17/23 22:12 1ND2-Butanone 1.0 ug/L 10/17/23 22:12 1ND2-Chlorotoluene 10 ug/L 10/17/23 22:12 1ND2-Hexanone 1.0 ug/L 10/17/23 22:12 1ND4-Chlorotoluene 10 ug/L 10/17/23 22:12 1ND4-Methyl-2-pentanone 10 ug/L 10/17/23 22:12 1NDAcetone 0.50 ug/L 10/17/23 22:12 1NDBenzene 1.0 ug/L 10/17/23 22:12 1NDBromobenzene 2.0 ug/L 10/17/23 22:12 1NDBromochloromethane 1.0 ug/L 10/17/23 22:12 1NDBromodichloromethane 5.0 ug/L 10/17/23 22:12 1NDBromoform 25 ug/L 10/17/23 22:12 1NDBromomethane 10 ug/L 10/17/23 22:12 1NDCarbon disulfide 0.50 ug/L 10/17/23 22:12 1NDCarbon tetrachloride 1.0 ug/L 10/17/23 22:12 1NDChlorobenzene 5.0 ug/L 10/17/23 22:12 1NDChloroethane 1.0 ug/L 10/17/23 22:12 1NDChloroform 10 ug/L 10/17/23 22:12 1NDChloromethane 1.0 ug/L 10/17/23 22:12 1NDcis-1,2-Dichloroethene 0.50 ug/L 10/17/23 22:12 1NDcis-1,3-Dichloropropene 2.0 ug/L 10/17/23 22:12 1NDDibromochloromethane 1.0 ug/L 10/17/23 22:12 1NDDibromomethane 5.0 ug/L 10/17/23 22:12 1NDDichlorodifluoromethane 1.0 ug/L 10/17/23 22:12 1NDEthylbenzene 1.0 ug/L 10/17/23 22:12 1NDIsopropylbenzene 2.0 ug/L 10/17/23 22:12 1NDm,p-Xylene 10 ug/L 10/17/23 22:12 1NDMethylene Chloride Eurofins Calscience Page 10 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: SW846 8260B - Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL ND 1.0 ug/L 10/17/23 22:12 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier Methyl-t-Butyl Ether (MTBE) 10 ug/L 10/17/23 22:12 1NDNaphthalene 1.0 ug/L 10/17/23 22:12 1NDn-Butylbenzene 1.0 ug/L 10/17/23 22:12 1NDN-Propylbenzene 1.0 ug/L 10/17/23 22:12 1NDo-Xylene 1.0 ug/L 10/17/23 22:12 1NDp-Isopropyltoluene 1.0 ug/L 10/17/23 22:12 1NDsec-Butylbenzene 1.0 ug/L 10/17/23 22:12 1NDStyrene 1.0 ug/L 10/17/23 22:12 1NDtert-Butylbenzene 1.0 ug/L 10/17/23 22:12 118Tetrachloroethene 1.0 ug/L 10/17/23 22:12 1NDToluene 1.0 ug/L 10/17/23 22:12 1NDtrans-1,2-Dichloroethene 0.50 ug/L 10/17/23 22:12 1NDtrans-1,3-Dichloropropene 1.0 ug/L 10/17/23 22:12 1NDTrichloroethene 10 ug/L 10/17/23 22:12 1NDTrichlorofluoromethane 10 ug/L 10/17/23 22:12 1NDVinyl acetate 0.50 ug/L 10/17/23 22:12 1NDVinyl chloride 1,2-Dichloroethane-d4 (Surr)107 70-123 10/17/23 22:12 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 4-Bromofluorobenzene (Surr)94 10/17/23 22:12 180-120 Dibromofluoromethane (Surr)113 10/17/23 22:12 178-120 Toluene-d8 (Surr)105 10/17/23 22:12 180-120 Eurofins Calscience Page 11 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: EPA 625.1 - Semivolatile Organic Compounds (GC/MS) Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL ND 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier 1,2,4-Trichlorobenzene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND1,2-Diphenylhydrazine(as Azobenzene) 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4,6-Trichlorophenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4-Dichlorophenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4-Dimethylphenol 48 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4-Dinitrophenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4-Dinitrotoluene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,6-Dinitrotoluene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2-Chloronaphthalene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2-Chlorophenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2-Nitrophenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND3,3'-Dichlorobenzidine 48 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4,6-Dinitro-2-methylphenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4-Bromophenyl phenyl ether 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4-Chloro-3-methylphenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4-Chlorophenyl phenyl ether 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4-Nitrophenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDAcenaphthene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDAcenaphthylene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDAnthracene 48 ug/L 10/16/23 08:28 10/18/23 20:06 1ND *- *1Benzidine 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[a]anthracene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[a]pyrene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[b]fluoranthene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[g,h,i]perylene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[k]fluoranthene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBis (2-chloroethoxy) methane 24 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBis(2-chloroethyl)ether 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND *-bis (2-chloroisopropyl) ether 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBis(2-ethylhexyl) phthalate 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDButyl benzyl phthalate 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDChrysene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDibenz(a,h)anthracene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDiethyl phthalate 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDimethyl phthalate 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDi-n-butyl phthalate 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDi-n-octyl phthalate 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDFluoranthene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDFluorene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDHexachloro-1,3-butadiene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDHexachlorobenzene 24 ug/L 10/16/23 08:28 10/18/23 20:06 1NDHexachlorocyclopentadiene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDHexachloroethane 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDIndeno[1,2,3-cd]pyrene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDIsophorone 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDNaphthalene 24 ug/L 10/16/23 08:28 10/18/23 20:06 1NDNitrobenzene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDN-Nitrosodimethylamine 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDN-Nitrosodi-n-propylamine Eurofins Calscience Page 12 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: EPA 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL ND 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier N-Nitrosodiphenylamine 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDPentachlorophenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDPhenanthrene 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDPhenol 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDPyrene 2,4,6-Tribromophenol (Surr)80 33-139 10/16/23 08:28 10/18/23 20:06 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 2-Fluorobiphenyl (Surr)63 10/16/23 08:28 10/18/23 20:06 133-126 2-Fluorophenol (Surr)47 10/16/23 08:28 10/18/23 20:06 112-120 Nitrobenzene-d5 (Surr)67 10/16/23 08:28 10/18/23 20:06 136-120 Phenol-d6 (Surr)27 10/16/23 08:28 10/18/23 20:06 110-120 p-Terphenyl-d14 (Surr)73 10/16/23 08:28 10/18/23 20:06 147-131 Eurofins Calscience Page 13 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: EPA 608.3 - Organochlorine Pesticides in Water Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL ND 0.0097 ug/L 10/19/23 08:39 10/20/23 14:43 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier 4,4'-DDD 0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1ND4,4'-DDE 0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1ND4,4'-DDT 0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDAldrin 0.048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDalpha-Chlordane 0.0019 ug/L 10/19/23 08:39 10/20/23 14:43 1NDalpha-BHC 0.0072 ug/L 10/19/23 08:39 10/20/23 14:43 1NDbeta-BHC 0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDdelta-BHC 0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDDieldrin 0.0019 ug/L 10/19/23 08:39 10/20/23 14:43 10.0025Endosulfan I 0.0097 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndosulfan II 0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndosulfan sulfate 0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndrin 0.048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndrin aldehyde 0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndrin ketone 0.014 ug/L 10/19/23 08:39 10/20/23 14:43 1NDgamma-Chlordane 0.0019 ug/L 10/19/23 08:39 10/20/23 14:43 1NDgamma-BHC (Lindane) 0.0019 ug/L 10/19/23 08:39 10/20/23 14:43 1NDHeptachlor 0.0097 ug/L 10/19/23 08:39 10/20/23 14:43 1NDHeptachlor epoxide 0.0097 ug/L 10/19/23 08:39 10/20/23 14:43 1NDMethoxychlor Tetrachloro-m-xylene (Surr)54 20-139 10/19/23 08:39 10/20/23 14:43 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery DCB Decachlorobiphenyl (Surr)69 10/19/23 08:39 10/20/23 14:43 120-154 Eurofins Calscience Page 14 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: EPA 200.8 - Metals (ICP/MS) - Total Recoverable Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL 413 50.0 ug/L 10/17/23 06:51 10/18/23 17:22 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier Boron Eurofins Calscience Page 15 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: SW846 6010B - Metals (ICP) - Total Recoverable Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL ND 0.100 mg/L 10/16/23 07:51 10/17/23 15:58 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier Antimony 0.100 mg/L 10/16/23 07:51 10/17/23 15:58 1NDArsenic 0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 10.278Barium 0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 1NDBeryllium 0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 1NDCadmium 0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 10.0594Chromium 0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDCobalt 0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDCopper 0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDLead 0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDMolybdenum 0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDNickel 0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDSelenium 0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 1NDSilver 0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDThallium 0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 10.108Vanadium 0.250 mg/L 10/16/23 07:51 10/17/23 15:58 1NDZinc Eurofins Calscience Page 16 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: SW846 7470A - Mercury (CVAA) Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL 0.000595 0.000200 mg/L 10/16/23 15:37 10/17/23 20:34 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier Mercury Eurofins Calscience Page 17 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Client Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 General Chemistry Lab Sample ID: 570-156657-1Client Sample ID: MW-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 RL ND 0.951 mg/L 10/17/23 17:01 10/18/23 17:58 1 Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier HEM: Oil and Grease (1664A) 0.951 mg/L 10/17/23 17:01 10/18/23 17:58 1NDHEM-SGT: Oil and Grease (1664A) 20.0 mg/L 10/19/23 14:07 11340Total Dissolved Solids (SM 2540C) 6.67 mg/L 10/19/23 19:27 1430Total Suspended Solids (SM 2540D) 2.00 mg/L 10/14/23 10:24 10/19/23 11:22 1NDBiochemical Oxygen Demand (SM 5210B) Eurofins Calscience Page 18 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Surrogate Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 624.1 - Volatile Organic Compounds (GC/MS) Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (60-140) (60-140) (60-140) (60-140) DCA BFB DBFM TOL 107 94 113 105570-156657-1 Percent Surrogate Recovery (Acceptance Limits) MW-1 107 100 102 100570-156657-1 - RA MW-1 106 99 105 98LCS 570-374593/4 Lab Control Sample 105 101 103 101LCS 570-376130/4 Lab Control Sample 105 96 106 99LCSD 570-374593/5 Lab Control Sample Dup 108 100 105 101LCSD 570-376130/5 Lab Control Sample Dup 106 94 113 102MB 570-374593/7 Method Blank 106 99 101 102MB 570-376130/8 Method Blank Surrogate Legend DCA = 1,2-Dichloroethane-d4 (Surr) BFB = 4-Bromofluorobenzene (Surr) DBFM = Dibromofluoromethane TOL = Toluene-d8 (Surr) Method: 8260B - Volatile Organic Compounds (GC/MS) Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (70-123) (80-120) (78-120) (80-120) DCA BFB DBFM TOL 107 94 113 105570-156657-1 Percent Surrogate Recovery (Acceptance Limits) MW-1 106 99 105 98LCS 570-374594/4 Lab Control Sample 105 96 106 99LCSD 570-374594/5 Lab Control Sample Dup 106 94 113 102MB 570-374594/7 Method Blank Surrogate Legend DCA = 1,2-Dichloroethane-d4 (Surr) BFB = 4-Bromofluorobenzene (Surr) DBFM = Dibromofluoromethane (Surr) TOL = Toluene-d8 (Surr) Method: 625.1 - Semivolatile Organic Compounds (GC/MS) Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (33-139) (33-126) (12-120) (36-120) (10-120) (47-131) TBP FBP 2FP NBZ PHL6 TPHd14 80 63 47 67 27 73570-156657-1 Percent Surrogate Recovery (Acceptance Limits) MW-1 92 84 60 3482 87LCS 570-373879/2-A Lab Control Sample 94 85 54 3377 97LCSD 570-373879/3-A Lab Control Sample Dup 66 75 54 3075 85MB 570-373879/1-A Method Blank Surrogate Legend TBP = 2,4,6-Tribromophenol (Surr) FBP = 2-Fluorobiphenyl (Surr) 2FP = 2-Fluorophenol (Surr) NBZ = Nitrobenzene-d5 (Surr) PHL6 = Phenol-d6 (Surr) TPHd14 = p-Terphenyl-d14 (Surr) Eurofins Calscience Page 19 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Surrogate Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 608.3 - Organochlorine Pesticides in Water Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (20-139) (20-154) TCX1 DCB1 54 69570-156657-1 Percent Surrogate Recovery (Acceptance Limits) MW-1 72 87LCS 570-375186/2-A Lab Control Sample Surrogate Legend TCX = Tetrachloro-m-xylene (Surr) DCB = DCB Decachlorobiphenyl (Surr) Method: 608.3 - Organochlorine Pesticides in Water Prep Type: Total/NAMatrix: Water Lab Sample ID Client Sample ID (20-139) (20-154) TCX2 DCB1 73 81LCSD 570-375186/3-A Percent Surrogate Recovery (Acceptance Limits) Lab Control Sample Dup 69 85MB 570-375186/1-A Method Blank Surrogate Legend TCX = Tetrachloro-m-xylene (Surr) DCB = DCB Decachlorobiphenyl (Surr) Eurofins Calscience Page 20 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 624.1 - Volatile Organic Compounds (GC/MS) Client Sample ID: Method BlankLab Sample ID: MB 570-374593/7 Matrix: Water Prep Type: Total/NA Analysis Batch: 374593 RL 1,1,1-Trichloroethane ND 1.0 ug/L 10/17/23 21:25 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 1.0 ug/L 10/17/23 21:25 11,1,2,2-Tetrachloroethane ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloroethane ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloroethene ND 1.0 ug/L 10/17/23 21:25 11,2-Dichlorobenzene ND 0.50 ug/L 10/17/23 21:25 11,2-Dichloroethane ND 1.0 ug/L 10/17/23 21:25 11,2-Dichloropropane ND 1.0 ug/L 10/17/23 21:25 11,3-Dichlorobenzene ND 1.0 ug/L 10/17/23 21:25 11,4-Dichlorobenzene ND 0.50 ug/L 10/17/23 21:25 1Benzene ND 1.0 ug/L 10/17/23 21:25 1Bromodichloromethane ND 1.0 ug/L 10/17/23 21:25 1Bromoform ND 5.0 ug/L 10/17/23 21:25 1Bromomethane ND 1.0 ug/L 10/17/23 21:25 1cis-1,2-Dichloroethene ND 0.50 ug/L 10/17/23 21:25 1cis-1,3-Dichloropropene ND 0.50 ug/L 10/17/23 21:25 1Carbon tetrachloride ND 1.0 ug/L 10/17/23 21:25 1Chlorobenzene ND 1.0 ug/L 10/17/23 21:25 1Chloroethane ND 1.0 ug/L 10/17/23 21:25 1Chloroform ND 1.0 ug/L 10/17/23 21:25 1Chloromethane ND 1.0 ug/L 10/17/23 21:25 1Dibromochloromethane ND 1.0 ug/L 10/17/23 21:25 1Dichlorodifluoromethane ND 1.0 ug/L 10/17/23 21:25 1Ethylbenzene ND 2.0 ug/L 10/17/23 21:25 1Methylene Chloride ND 1.0 ug/L 10/17/23 21:25 1Methyl-t-Butyl Ether (MTBE) ND 1.0 ug/L 10/17/23 21:25 1o-Xylene ND 1.0 ug/L 10/17/23 21:25 1m,p-Xylene ND 1.0 ug/L 10/17/23 21:25 1trans-1,2-Dichloroethene ND 0.50 ug/L 10/17/23 21:25 1trans-1,3-Dichloropropene ND 1.0 ug/L 10/17/23 21:25 1Tetrachloroethene ND 1.0 ug/L 10/17/23 21:25 1Toluene ND 1.0 ug/L 10/17/23 21:25 1Trichloroethene ND 5.0 ug/L 10/17/23 21:25 1Trichlorofluoromethane ND 0.50 ug/L 10/17/23 21:25 1Vinyl chloride 1,2-Dichloroethane-d4 (Surr)106 60-140 10/17/23 21:25 1 MB MB Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery 94 10/17/23 21:25 14-Bromofluorobenzene (Surr)60-140 113 10/17/23 21:25 1Dibromofluoromethane60-140 102 10/17/23 21:25 1Toluene-d8 (Surr)60-140 Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374593/4 Matrix: Water Prep Type: Total/NA Analysis Batch: 374593 1,1,1-Trichloroethane 20.0 18.30 ug/L 92 70-130 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits 1,1,2,2-Tetrachloroethane 20.0 20.38 ug/L 102 60-140 Eurofins Calscience Page 21 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374593/4 Matrix: Water Prep Type: Total/NA Analysis Batch: 374593 1,1-Dichloroethane 20.0 20.70 ug/L 104 70-130 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits 1,1-Dichloroethene 20.0 20.37 ug/L 102 50-150 1,2-Dichlorobenzene 20.0 19.89 ug/L 99 65-135 1,2-Dichloroethane 20.0 18.98 ug/L 95 70-130 1,2-Dichloropropane 20.0 18.84 ug/L 94 35-165 1,3-Dichlorobenzene 20.0 19.26 ug/L 96 70-130 1,4-Dichlorobenzene 20.0 18.57 ug/L 93 65-135 Benzene 20.0 18.78 ug/L 94 65-135 Bromodichloromethane 20.0 19.63 ug/L 98 65-135 Bromoform 20.0 19.09 ug/L 95 70-130 Bromomethane 20.0 15.94 ug/L 80 15-185 cis-1,2-Dichloroethene 20.0 18.51 ug/L 93 60-140 cis-1,3-Dichloropropene 20.0 17.69 ug/L 88 25-175 Carbon tetrachloride 20.0 17.87 ug/L 89 70-130 Chlorobenzene 20.0 19.32 ug/L 97 65-135 Chloroethane 20.0 22.16 ug/L 111 40-160 Chloroform 20.0 19.21 ug/L 96 70-135 Chloromethane 20.0 18.99 ug/L 95 1-205 Dibromochloromethane 20.0 19.95 ug/L 100 70-135 Dichlorodifluoromethane 20.0 22.35 ug/L 112 60-140 Ethylbenzene 20.0 17.94 ug/L 90 60-140 Methylene Chloride 20.0 19.49 ug/L 97 60-140 Methyl-t-Butyl Ether (MTBE)20.0 18.39 ug/L 92 60-140 o-Xylene 20.0 18.29 ug/L 91 60-140 m,p-Xylene 40.0 37.68 ug/L 94 60-140 trans-1,2-Dichloroethene 20.0 19.51 ug/L 98 70-130 trans-1,3-Dichloropropene 20.0 19.43 ug/L 97 50-150 Tetrachloroethene 20.0 18.74 ug/L 94 70-130 Toluene 20.0 18.48 ug/L 92 70-130 Trichloroethene 20.0 18.34 ug/L 92 65-135 Trichlorofluoromethane 20.0 21.30 ug/L 107 50-150 Vinyl chloride 20.0 20.73 ug/L 104 5-195 1,2-Dichloroethane-d4 (Surr)60 -140 Surrogate 106 LCS LCS Qualifier Limits%Recovery 994-Bromofluorobenzene (Surr)60 -140 105Dibromofluoromethane 60 -140 98Toluene-d8 (Surr)60 -140 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374593/5 Matrix: Water Prep Type: Total/NA Analysis Batch: 374593 1,1,1-Trichloroethane 20.0 19.64 ug/L 98 70-130 7 36 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD 1,1,2,2-Tetrachloroethane 20.0 20.71 ug/L 104 60-140 2 61 1,1-Dichloroethane 20.0 21.76 ug/L 109 70-130 5 40 1,1-Dichloroethene 20.0 21.50 ug/L 107 50-150 5 32 Eurofins Calscience Page 22 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374593/5 Matrix: Water Prep Type: Total/NA Analysis Batch: 374593 1,2-Dichlorobenzene 20.0 20.93 ug/L 105 65-135 5 57 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD 1,2-Dichloroethane 20.0 19.60 ug/L 98 70-130 3 49 1,2-Dichloropropane 20.0 19.92 ug/L 100 35-165 6 55 1,3-Dichlorobenzene 20.0 20.22 ug/L 101 70-130 5 43 1,4-Dichlorobenzene 20.0 19.56 ug/L 98 65-135 5 57 Benzene 20.0 20.15 ug/L 101 65-135 7 61 Bromodichloromethane 20.0 20.41 ug/L 102 65-135 4 56 Bromoform 20.0 19.54 ug/L 98 70-130 2 42 Bromomethane 20.0 16.02 ug/L 80 15-185 1 61 cis-1,2-Dichloroethene 20.0 19.85 ug/L 99 60-140 7 30 cis-1,3-Dichloropropene 20.0 18.17 ug/L 91 25-175 3 58 Carbon tetrachloride 20.0 18.81 ug/L 94 70-130 5 41 Chlorobenzene 20.0 19.81 ug/L 99 65-135 3 53 Chloroethane 20.0 23.03 ug/L 115 40-160 4 78 Chloroform 20.0 20.23 ug/L 101 70-135 5 30 Chloromethane 20.0 20.88 ug/L 104 1-205 10 60 Dibromochloromethane 20.0 20.33 ug/L 102 70-135 2 50 Dichlorodifluoromethane 20.0 25.91 ug/L 130 60-140 15 30 Ethylbenzene 20.0 19.18 ug/L 96 60-140 7 63 Methylene Chloride 20.0 20.71 ug/L 104 60-140 6 28 Methyl-t-Butyl Ether (MTBE)20.0 19.41 ug/L 97 60-140 5 30 o-Xylene 20.0 18.90 ug/L 95 60-140 3 30 m,p-Xylene 40.0 39.12 ug/L 98 60-140 4 30 trans-1,2-Dichloroethene 20.0 20.74 ug/L 104 70-130 6 45 trans-1,3-Dichloropropene 20.0 20.65 ug/L 103 50-150 6 86 Tetrachloroethene 20.0 19.58 ug/L 98 70-130 4 39 Toluene 20.0 19.53 ug/L 98 70-130 6 41 Trichloroethene 20.0 19.72 ug/L 99 65-135 7 48 Trichlorofluoromethane 20.0 22.28 ug/L 111 50-150 4 84 Vinyl chloride 20.0 22.58 ug/L 113 5-195 9 66 1,2-Dichloroethane-d4 (Surr)60 -140 Surrogate 105 LCSD LCSD Qualifier Limits%Recovery 964-Bromofluorobenzene (Surr)60 -140 106Dibromofluoromethane 60 -140 99Toluene-d8 (Surr)60 -140 Client Sample ID: Method BlankLab Sample ID: MB 570-376130/8 Matrix: Water Prep Type: Total/NA Analysis Batch: 376130 RL Bromomethane ND 5.0 ug/L 10/23/23 10:20 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 1.0 ug/L 10/23/23 10:20 1Chloromethane 1,2-Dichloroethane-d4 (Surr)106 60-140 10/23/23 10:20 1 MB MB Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery 99 10/23/23 10:20 14-Bromofluorobenzene (Surr)60-140 Eurofins Calscience Page 23 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-376130/8 Matrix: Water Prep Type: Total/NA Analysis Batch: 376130 Dibromofluoromethane 101 60-140 10/23/23 10:20 1 MB MB Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery 102 10/23/23 10:20 1Toluene-d8 (Surr)60-140 Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-376130/4 Matrix: Water Prep Type: Total/NA Analysis Batch: 376130 Bromomethane 20.0 16.91 ug/L 85 15-185 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Chloromethane 20.0 21.95 ug/L 110 1-205 1,2-Dichloroethane-d4 (Surr)60 -140 Surrogate 105 LCS LCS Qualifier Limits%Recovery 1014-Bromofluorobenzene (Surr)60 -140 103Dibromofluoromethane 60 -140 101Toluene-d8 (Surr)60 -140 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-376130/5 Matrix: Water Prep Type: Total/NA Analysis Batch: 376130 Bromomethane 20.0 16.35 ug/L 82 15-185 3 61 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Chloromethane 20.0 22.33 ug/L 112 1-205 2 60 1,2-Dichloroethane-d4 (Surr)60 -140 Surrogate 108 LCSD LCSD Qualifier Limits%Recovery 1004-Bromofluorobenzene (Surr)60 -140 105Dibromofluoromethane 60 -140 101Toluene-d8 (Surr)60 -140 Method: 8260B - Volatile Organic Compounds (GC/MS) Client Sample ID: Method BlankLab Sample ID: MB 570-374594/7 Matrix: Water Prep Type: Total/NA Analysis Batch: 374594 RL 1,1,1,2-Tetrachloroethane ND 2.0 ug/L 10/17/23 21:25 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 1.0 ug/L 10/17/23 21:25 11,1,1-Trichloroethane ND 1.0 ug/L 10/17/23 21:25 11,1,2,2-Tetrachloroethane ND 10 ug/L 10/17/23 21:25 11,1,2-Trichloro-1,2,2-trifluoroethane ND 1.0 ug/L 10/17/23 21:25 11,1,2-Trichloroethane ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloroethane ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloroethene ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloropropene ND 1.0 ug/L 10/17/23 21:25 11,2,3-Trichlorobenzene ND 5.0 ug/L 10/17/23 21:25 11,2,3-Trichloropropane Eurofins Calscience Page 24 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-374594/7 Matrix: Water Prep Type: Total/NA Analysis Batch: 374594 RL 1,2,4-Trichlorobenzene ND 1.0 ug/L 10/17/23 21:25 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 1.0 ug/L 10/17/23 21:25 11,2,4-Trimethylbenzene ND 10 ug/L 10/17/23 21:25 11,2-Dibromo-3-Chloropropane ND 1.0 ug/L 10/17/23 21:25 11,2-Dibromoethane ND 1.0 ug/L 10/17/23 21:25 11,2-Dichlorobenzene ND 0.50 ug/L 10/17/23 21:25 11,2-Dichloroethane ND 1.0 ug/L 10/17/23 21:25 11,2-Dichloropropane ND 1.0 ug/L 10/17/23 21:25 11,3,5-Trimethylbenzene ND 1.0 ug/L 10/17/23 21:25 11,3-Dichlorobenzene ND 1.0 ug/L 10/17/23 21:25 11,3-Dichloropropane ND 1.0 ug/L 10/17/23 21:25 11,4-Dichlorobenzene ND 1.0 ug/L 10/17/23 21:25 12,2-Dichloropropane ND 10 ug/L 10/17/23 21:25 12-Butanone ND 1.0 ug/L 10/17/23 21:25 12-Chlorotoluene ND 10 ug/L 10/17/23 21:25 12-Hexanone ND 1.0 ug/L 10/17/23 21:25 14-Chlorotoluene ND 10 ug/L 10/17/23 21:25 14-Methyl-2-pentanone ND 10 ug/L 10/17/23 21:25 1Acetone ND 0.50 ug/L 10/17/23 21:25 1Benzene ND 1.0 ug/L 10/17/23 21:25 1Bromobenzene ND 2.0 ug/L 10/17/23 21:25 1Bromochloromethane ND 1.0 ug/L 10/17/23 21:25 1Bromodichloromethane ND 5.0 ug/L 10/17/23 21:25 1Bromoform ND 25 ug/L 10/17/23 21:25 1Bromomethane ND 10 ug/L 10/17/23 21:25 1Carbon disulfide ND 0.50 ug/L 10/17/23 21:25 1Carbon tetrachloride ND 1.0 ug/L 10/17/23 21:25 1Chlorobenzene ND 5.0 ug/L 10/17/23 21:25 1Chloroethane ND 1.0 ug/L 10/17/23 21:25 1Chloroform ND 10 ug/L 10/17/23 21:25 1Chloromethane ND 1.0 ug/L 10/17/23 21:25 1cis-1,2-Dichloroethene ND 0.50 ug/L 10/17/23 21:25 1cis-1,3-Dichloropropene ND 2.0 ug/L 10/17/23 21:25 1Dibromochloromethane ND 1.0 ug/L 10/17/23 21:25 1Dibromomethane ND 5.0 ug/L 10/17/23 21:25 1Dichlorodifluoromethane ND 1.0 ug/L 10/17/23 21:25 1Ethylbenzene ND 1.0 ug/L 10/17/23 21:25 1Isopropylbenzene ND 2.0 ug/L 10/17/23 21:25 1m,p-Xylene ND 10 ug/L 10/17/23 21:25 1Methylene Chloride ND 1.0 ug/L 10/17/23 21:25 1Methyl-t-Butyl Ether (MTBE) ND 10 ug/L 10/17/23 21:25 1Naphthalene ND 1.0 ug/L 10/17/23 21:25 1n-Butylbenzene ND 1.0 ug/L 10/17/23 21:25 1N-Propylbenzene ND 1.0 ug/L 10/17/23 21:25 1o-Xylene ND 1.0 ug/L 10/17/23 21:25 1p-Isopropyltoluene ND 1.0 ug/L 10/17/23 21:25 1sec-Butylbenzene ND 1.0 ug/L 10/17/23 21:25 1Styrene ND 1.0 ug/L 10/17/23 21:25 1tert-Butylbenzene ND 1.0 ug/L 10/17/23 21:25 1Tetrachloroethene Eurofins Calscience Page 25 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-374594/7 Matrix: Water Prep Type: Total/NA Analysis Batch: 374594 RL Toluene ND 1.0 ug/L 10/17/23 21:25 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 1.0 ug/L 10/17/23 21:25 1trans-1,2-Dichloroethene ND 0.50 ug/L 10/17/23 21:25 1trans-1,3-Dichloropropene ND 1.0 ug/L 10/17/23 21:25 1Trichloroethene ND 10 ug/L 10/17/23 21:25 1Trichlorofluoromethane ND 10 ug/L 10/17/23 21:25 1Vinyl acetate ND 0.50 ug/L 10/17/23 21:25 1Vinyl chloride 1,2-Dichloroethane-d4 (Surr)106 70-123 10/17/23 21:25 1 MB MB Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery 94 10/17/23 21:25 14-Bromofluorobenzene (Surr)80-120 113 10/17/23 21:25 1Dibromofluoromethane (Surr)78-120 102 10/17/23 21:25 1Toluene-d8 (Surr)80-120 Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374594/4 Matrix: Water Prep Type: Total/NA Analysis Batch: 374594 1,1,1,2-Tetrachloroethane 20.0 19.70 ug/L 99 80-122 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits 1,1,1-Trichloroethane 20.0 18.30 ug/L 92 78-125 1,1,2,2-Tetrachloroethane 20.0 20.38 ug/L 102 79-127 1,1,2-Trichloro-1,2,2-trifluoroetha ne 20.0 21.82 ug/L 109 72-138 1,1,2-Trichloroethane 20.0 20.76 ug/L 104 80-124 1,1-Dichloroethane 20.0 20.70 ug/L 104 80-127 1,1-Dichloroethene 20.0 20.37 ug/L 102 80-133 1,1-Dichloropropene 20.0 17.63 ug/L 88 79-126 1,2,3-Trichlorobenzene 20.0 19.40 ug/L 97 79-128 1,2,3-Trichloropropane 20.0 18.72 ug/L 94 71-128 1,2,4-Trichlorobenzene 20.0 19.25 ug/L 96 77-126 1,2,4-Trimethylbenzene 20.0 18.13 ug/L 91 80-121 1,2-Dibromo-3-Chloropropane 20.0 19.21 ug/L 96 66-122 1,2-Dibromoethane 20.0 19.03 ug/L 95 80-120 1,2-Dichlorobenzene 20.0 19.89 ug/L 99 80-121 1,2-Dichloroethane 20.0 18.98 ug/L 95 77-122 1,2-Dichloropropane 20.0 18.84 ug/L 94 80-122 1,3,5-Trimethylbenzene 20.0 18.57 ug/L 93 80-123 1,3-Dichlorobenzene 20.0 19.26 ug/L 96 80-120 1,3-Dichloropropane 20.0 19.94 ug/L 100 80-121 1,4-Dichlorobenzene 20.0 18.57 ug/L 93 80-120 2,2-Dichloropropane 20.0 19.77 ug/L 99 68-143 2-Butanone 20.0 16.24 ug/L 81 61-139 2-Chlorotoluene 20.0 18.72 ug/L 94 80-121 2-Hexanone 20.0 13.80 ug/L 69 63-134 4-Chlorotoluene 20.0 18.43 ug/L 92 80-121 4-Methyl-2-pentanone 20.0 16.24 ug/L 81 67-125 Acetone 20.0 22.69 ug/L 113 45-150 Benzene 20.0 18.78 ug/L 94 80-121 Eurofins Calscience Page 26 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374594/4 Matrix: Water Prep Type: Total/NA Analysis Batch: 374594 Bromobenzene 20.0 19.34 ug/L 97 80-120 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Bromochloromethane 20.0 22.56 ug/L 113 80-121 Bromodichloromethane 20.0 19.63 ug/L 98 80-121 Bromoform 20.0 19.09 ug/L 95 78-124 Bromomethane 20.0 16.71 J ug/L 84 48-156 Carbon disulfide 20.0 18.93 ug/L 95 76-129 Carbon tetrachloride 20.0 17.87 ug/L 89 71-137 Chlorobenzene 20.0 19.32 ug/L 97 80-120 Chloroethane 20.0 25.44 ug/L 127 73-138 Chloroform 20.0 19.21 ug/L 96 80-121 Chloromethane 20.0 18.99 ug/L 95 57-138 cis-1,2-Dichloroethene 20.0 18.51 ug/L 93 80-125 cis-1,3-Dichloropropene 20.0 17.69 ug/L 88 80-120 Dibromochloromethane 20.0 19.95 ug/L 100 80-126 Dibromomethane 20.0 19.90 ug/L 99 80-120 Dichlorodifluoromethane 20.0 24.62 ug/L 123 44-148 Ethylbenzene 20.0 17.94 ug/L 90 80-121 Isopropylbenzene 20.0 19.22 ug/L 96 80-121 m,p-Xylene 40.0 37.68 ug/L 94 80-123 Methylene Chloride 20.0 19.64 ug/L 98 80-121 Methyl-t-Butyl Ether (MTBE)20.0 18.39 ug/L 92 78-123 Naphthalene 20.0 18.50 ug/L 92 65-133 n-Butylbenzene 20.0 18.67 ug/L 93 80-125 N-Propylbenzene 20.0 19.10 ug/L 95 80-125 o-Xylene 20.0 18.29 ug/L 91 80-122 p-Isopropyltoluene 20.0 18.15 ug/L 91 80-124 sec-Butylbenzene 20.0 18.46 ug/L 92 80-122 Styrene 20.0 19.10 ug/L 96 80-120 tert-Butylbenzene 20.0 18.27 ug/L 91 80-122 Tetrachloroethene 20.0 18.74 ug/L 94 80-122 Toluene 20.0 18.48 ug/L 92 80-120 trans-1,2-Dichloroethene 20.0 19.51 ug/L 98 80-122 trans-1,3-Dichloropropene 20.0 19.43 ug/L 97 80-125 Trichloroethene 20.0 18.34 ug/L 92 80-120 Trichlorofluoromethane 20.0 21.30 ug/L 107 67-142 Vinyl acetate 20.0 18.65 ug/L 93 62-140 Vinyl chloride 20.0 20.73 ug/L 104 66-136 1,2-Dichloroethane-d4 (Surr)70 -123 Surrogate 106 LCS LCS Qualifier Limits%Recovery 994-Bromofluorobenzene (Surr)80 -120 105Dibromofluoromethane (Surr)78 -120 98Toluene-d8 (Surr)80 -120 Eurofins Calscience Page 27 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374594/5 Matrix: Water Prep Type: Total/NA Analysis Batch: 374594 1,1,1,2-Tetrachloroethane 20.0 20.14 ug/L 101 80-122 2 20 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD 1,1,1-Trichloroethane 20.0 19.64 ug/L 98 78-125 7 20 1,1,2,2-Tetrachloroethane 20.0 20.71 ug/L 104 79-127 2 20 1,1,2-Trichloro-1,2,2-trifluoroetha ne 20.0 22.89 ug/L 114 72-138 5 20 1,1,2-Trichloroethane 20.0 21.00 ug/L 105 80-124 1 20 1,1-Dichloroethane 20.0 21.76 ug/L 109 80-127 5 20 1,1-Dichloroethene 20.0 21.50 ug/L 107 80-133 5 20 1,1-Dichloropropene 20.0 18.80 ug/L 94 79-126 6 20 1,2,3-Trichlorobenzene 20.0 20.11 ug/L 101 79-128 4 20 1,2,3-Trichloropropane 20.0 17.97 ug/L 90 71-128 4 20 1,2,4-Trichlorobenzene 20.0 19.88 ug/L 99 77-126 3 20 1,2,4-Trimethylbenzene 20.0 19.22 ug/L 96 80-121 6 20 1,2-Dibromo-3-Chloropropane 20.0 19.68 ug/L 98 66-122 2 20 1,2-Dibromoethane 20.0 19.62 ug/L 98 80-120 3 20 1,2-Dichlorobenzene 20.0 20.93 ug/L 105 80-121 5 20 1,2-Dichloroethane 20.0 19.60 ug/L 98 77-122 3 20 1,2-Dichloropropane 20.0 19.92 ug/L 100 80-122 6 20 1,3,5-Trimethylbenzene 20.0 19.69 ug/L 98 80-123 6 20 1,3-Dichlorobenzene 20.0 20.22 ug/L 101 80-120 5 20 1,3-Dichloropropane 20.0 20.58 ug/L 103 80-121 3 20 1,4-Dichlorobenzene 20.0 19.56 ug/L 98 80-120 5 20 2,2-Dichloropropane 20.0 20.95 ug/L 105 68-143 6 20 2-Butanone 20.0 17.24 ug/L 86 61-139 6 25 2-Chlorotoluene 20.0 19.76 ug/L 99 80-121 5 20 2-Hexanone 20.0 14.69 ug/L 73 63-134 6 21 4-Chlorotoluene 20.0 18.88 ug/L 94 80-121 2 20 4-Methyl-2-pentanone 20.0 17.73 ug/L 89 67-125 9 20 Acetone 20.0 24.26 ug/L 121 45-150 7 23 Benzene 20.0 20.15 ug/L 101 80-121 7 20 Bromobenzene 20.0 20.05 ug/L 100 80-120 4 20 Bromochloromethane 20.0 23.16 ug/L 116 80-121 3 20 Bromodichloromethane 20.0 20.41 ug/L 102 80-121 4 20 Bromoform 20.0 19.54 ug/L 98 78-124 2 20 Bromomethane 20.0 16.79 J ug/L 84 48-156 1 21 Carbon disulfide 20.0 21.14 ug/L 106 76-129 11 20 Carbon tetrachloride 20.0 18.81 ug/L 94 71-137 5 20 Chlorobenzene 20.0 19.81 ug/L 99 80-120 3 20 Chloroethane 20.0 26.48 ug/L 132 73-138 4 20 Chloroform 20.0 20.23 ug/L 101 80-121 5 20 Chloromethane 20.0 20.88 ug/L 104 57-138 10 20 cis-1,2-Dichloroethene 20.0 19.85 ug/L 99 80-125 7 20 cis-1,3-Dichloropropene 20.0 18.17 ug/L 91 80-120 3 20 Dibromochloromethane 20.0 20.33 ug/L 102 80-126 2 20 Dibromomethane 20.0 21.21 ug/L 106 80-120 6 20 Dichlorodifluoromethane 20.0 28.62 ug/L 143 44-148 15 28 Ethylbenzene 20.0 19.18 ug/L 96 80-121 7 20 Isopropylbenzene 20.0 20.28 ug/L 101 80-121 5 20 m,p-Xylene 40.0 39.12 ug/L 98 80-123 4 20 Eurofins Calscience Page 28 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374594/5 Matrix: Water Prep Type: Total/NA Analysis Batch: 374594 Methylene Chloride 20.0 20.91 ug/L 105 80-121 6 20 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Methyl-t-Butyl Ether (MTBE)20.0 19.41 ug/L 97 78-123 5 20 Naphthalene 20.0 19.56 ug/L 98 65-133 6 20 n-Butylbenzene 20.0 19.67 ug/L 98 80-125 5 20 N-Propylbenzene 20.0 20.14 ug/L 101 80-125 5 20 o-Xylene 20.0 18.90 ug/L 95 80-122 3 20 p-Isopropyltoluene 20.0 18.86 ug/L 94 80-124 4 20 sec-Butylbenzene 20.0 19.60 ug/L 98 80-122 6 20 Styrene 20.0 19.69 ug/L 98 80-120 3 20 tert-Butylbenzene 20.0 19.52 ug/L 98 80-122 7 20 Tetrachloroethene 20.0 19.58 ug/L 98 80-122 4 20 Toluene 20.0 19.53 ug/L 98 80-120 6 20 trans-1,2-Dichloroethene 20.0 20.74 ug/L 104 80-122 6 20 trans-1,3-Dichloropropene 20.0 20.65 ug/L 103 80-125 6 20 Trichloroethene 20.0 19.72 ug/L 99 80-120 7 20 Trichlorofluoromethane 20.0 22.28 ug/L 111 67-142 4 20 Vinyl acetate 20.0 18.44 ug/L 92 62-140 1 21 Vinyl chloride 20.0 22.58 ug/L 113 66-136 9 20 1,2-Dichloroethane-d4 (Surr)70 -123 Surrogate 105 LCSD LCSD Qualifier Limits%Recovery 964-Bromofluorobenzene (Surr)80 -120 106Dibromofluoromethane (Surr)78 -120 99Toluene-d8 (Surr)80 -120 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) Client Sample ID: Method BlankLab Sample ID: MB 570-373879/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 374833 Prep Batch: 373879 RL 1,2,4-Trichlorobenzene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 11,2-Diphenylhydrazine(as Azobenzene) ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,4,6-Trichlorophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,4-Dichlorophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,4-Dimethylphenol ND 50 ug/L 10/16/23 08:28 10/18/23 16:46 12,4-Dinitrophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,4-Dinitrotoluene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,6-Dinitrotoluene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12-Chloronaphthalene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12-Chlorophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12-Nitrophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 13,3'-Dichlorobenzidine ND 50 ug/L 10/16/23 08:28 10/18/23 16:46 14,6-Dinitro-2-methylphenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 14-Bromophenyl phenyl ether ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 14-Chloro-3-methylphenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 14-Chlorophenyl phenyl ether Eurofins Calscience Page 29 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-373879/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 374833 Prep Batch: 373879 RL 4-Nitrophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Acenaphthene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Acenaphthylene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Anthracene ND 50 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzidine ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[a]anthracene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[a]pyrene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[b]fluoranthene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[g,h,i]perylene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[k]fluoranthene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Bis (2-chloroethoxy) methane ND 25 ug/L 10/16/23 08:28 10/18/23 16:46 1Bis(2-chloroethyl)ether ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1bis (2-chloroisopropyl) ether ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Bis(2-ethylhexyl) phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Butyl benzyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Chrysene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Dibenz(a,h)anthracene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Diethyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Dimethyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Di-n-butyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Di-n-octyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Fluoranthene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Fluorene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Hexachloro-1,3-butadiene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Hexachlorobenzene ND 25 ug/L 10/16/23 08:28 10/18/23 16:46 1Hexachlorocyclopentadiene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Hexachloroethane ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Indeno[1,2,3-cd]pyrene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Isophorone ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Naphthalene ND 25 ug/L 10/16/23 08:28 10/18/23 16:46 1Nitrobenzene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1N-Nitrosodimethylamine ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1N-Nitrosodi-n-propylamine ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1N-Nitrosodiphenylamine ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Pentachlorophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Phenanthrene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Phenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Pyrene 2,4,6-Tribromophenol (Surr)66 33-139 10/18/23 16:46 1 MB MB Surrogate 10/16/23 08:28 Dil FacPrepared AnalyzedQualifier Limits%Recovery 75 10/16/23 08:28 10/18/23 16:46 12-Fluorobiphenyl (Surr)33-126 54 10/16/23 08:28 10/18/23 16:46 12-Fluorophenol (Surr)12-120 75 10/16/23 08:28 10/18/23 16:46 1Nitrobenzene-d5 (Surr)36-120 30 10/16/23 08:28 10/18/23 16:46 1Phenol-d6 (Surr)10-120 85 10/16/23 08:28 10/18/23 16:46 1p-Terphenyl-d14 (Surr)47-131 Eurofins Calscience Page 30 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373879/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 374833 Prep Batch: 373879 1,2,4-Trichlorobenzene 100 75.88 ug/L 76 57-130 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits 1,2-Diphenylhydrazine(as Azobenzene) 100 69.63 ug/L 70 57-120 2,4,6-Trichlorophenol 100 85.69 ug/L 86 52-129 2,4-Dichlorophenol 100 84.03 ug/L 84 53-122 2,4-Dimethylphenol 100 98.74 ug/L 99 42-120 2,4-Dinitrophenol 100 46.14 J ug/L 46 1-173 2,4-Dinitrotoluene 100 82.86 ug/L 83 48-127 2,6-Dinitrotoluene 100 87.40 ug/L 87 68-137 2-Chloronaphthalene 100 81.30 ug/L 81 65-120 2-Chlorophenol 100 83.57 ug/L 84 36-120 2-Nitrophenol 100 91.06 ug/L 91 45-167 3,3'-Dichlorobenzidine 100 79.61 ug/L 80 8-213 4,6-Dinitro-2-methylphenol 100 57.19 ug/L 57 53-130 4-Bromophenyl phenyl ether 100 80.10 ug/L 80 65-120 4-Chloro-3-methylphenol 100 77.81 ug/L 78 41-128 4-Chlorophenyl phenyl ether 100 82.16 ug/L 82 38-145 4-Nitrophenol 100 29.67 ug/L 30 13-129 Acenaphthene 100 75.90 ug/L 76 60-132 Acenaphthylene 100 84.68 ug/L 85 54-126 Anthracene 100 79.30 ug/L 79 43-120 Benzidine 100 ND ug/L 21 20-143 Benzo[a]anthracene 100 79.87 ug/L 80 42-133 Benzo[a]pyrene 100 81.46 ug/L 81 32-148 Benzo[b]fluoranthene 100 80.03 ug/L 80 42-140 Benzo[g,h,i]perylene 100 87.47 ug/L 87 1-195 Benzo[k]fluoranthene 100 89.00 ug/L 89 25-146 Bis (2-chloroethoxy) methane 100 76.51 ug/L 77 49-165 Bis(2-chloroethyl)ether 100 77.26 ug/L 77 43-126 bis (2-chloroisopropyl) ether 100 58.99 *- me ug/L 59 63-139 Bis(2-ethylhexyl) phthalate 100 83.73 ug/L 84 29-137 Butyl benzyl phthalate 100 83.42 ug/L 83 1-140 Chrysene 100 79.57 ug/L 80 44-140 Dibenz(a,h)anthracene 100 87.25 ug/L 87 1-200 Diethyl phthalate 100 81.73 ug/L 82 1-120 Dimethyl phthalate 100 80.55 ug/L 81 1-120 Di-n-butyl phthalate 100 81.95 ug/L 82 8-120 Di-n-octyl phthalate 100 89.56 ug/L 90 19-132 Fluoranthene 100 80.59 ug/L 81 43-121 Fluorene 100 80.08 ug/L 80 70-120 Hexachloro-1,3-butadiene 100 79.74 ug/L 80 38-120 Hexachlorobenzene 100 80.13 ug/L 80 8-142 Hexachlorocyclopentadiene 100 88.27 ug/L 88 46-135 Hexachloroethane 100 74.08 ug/L 74 55-120 Indeno[1,2,3-cd]pyrene 100 89.83 ug/L 90 1-151 Isophorone 100 71.80 ug/L 72 47-180 Naphthalene 100 73.24 ug/L 73 36-120 Nitrobenzene 100 73.19 ug/L 73 54-158 N-Nitrosodimethylamine 100 45.37 ug/L 45 38-120 Eurofins Calscience Page 31 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373879/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 374833 Prep Batch: 373879 N-Nitrosodi-n-propylamine 100 68.26 ug/L 68 14-198 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits N-Nitrosodiphenylamine 100 88.81 ug/L 89 79-127 Pentachlorophenol 100 62.67 ug/L 63 38-152 Phenanthrene 100 76.78 ug/L 77 65-120 Phenol 100 40.14 ug/L 40 17-120 Pyrene 100 81.79 ug/L 82 70-120 2,4,6-Tribromophenol (Surr)33 -139 Surrogate 92 LCS LCS Qualifier Limits%Recovery 842-Fluorobiphenyl (Surr)33 -126 602-Fluorophenol (Surr)12 -120 82Nitrobenzene-d5 (Surr)36 -120 34Phenol-d6 (Surr)10 -120 87p-Terphenyl-d14 (Surr)47 -131 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373879/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 374833 Prep Batch: 373879 1,2,4-Trichlorobenzene 100 74.37 ug/L 74 57-130 2 30 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD 1,2-Diphenylhydrazine(as Azobenzene) 100 74.40 ug/L 74 57-120 7 20 2,4,6-Trichlorophenol 100 84.69 ug/L 85 52-129 1 35 2,4-Dichlorophenol 100 81.69 ug/L 82 53-122 3 30 2,4-Dimethylphenol 100 97.29 ug/L 97 42-120 1 35 2,4-Dinitrophenol 100 47.65 J ug/L 48 1-173 3 79 2,4-Dinitrotoluene 100 87.26 ug/L 87 48-127 5 25 2,6-Dinitrotoluene 100 86.73 ug/L 87 68-137 1 29 2-Chloronaphthalene 100 81.30 ug/L 81 65-120 0 15 2-Chlorophenol 100 78.64 ug/L 79 36-120 6 37 2-Nitrophenol 100 83.28 ug/L 83 45-167 9 33 3,3'-Dichlorobenzidine 100 88.67 ug/L 89 8-213 11 65 4,6-Dinitro-2-methylphenol 100 66.87 ug/L 67 53-130 16 122 4-Bromophenyl phenyl ether 100 82.43 ug/L 82 65-120 3 26 4-Chloro-3-methylphenol 100 77.49 ug/L 77 41-128 0 44 4-Chlorophenyl phenyl ether 100 81.16 ug/L 81 38-145 1 36 4-Nitrophenol 100 34.34 ug/L 34 13-129 15 79 Acenaphthene 100 78.43 ug/L 78 60-132 3 29 Acenaphthylene 100 83.79 ug/L 84 54-126 1 45 Anthracene 100 84.24 ug/L 84 43-120 6 40 Benzidine 100 ND *- *1 me ug/L 12 20-143 55 30 Benzo[a]anthracene 100 85.35 ug/L 85 42-133 7 32 Benzo[a]pyrene 100 85.03 ug/L 85 32-148 4 43 Benzo[b]fluoranthene 100 86.07 ug/L 86 42-140 7 43 Benzo[g,h,i]perylene 100 90.85 ug/L 91 1-195 4 61 Benzo[k]fluoranthene 100 92.74 ug/L 93 25-146 4 38 Bis (2-chloroethoxy) methane 100 74.84 ug/L 75 49-165 2 32 Bis(2-chloroethyl)ether 100 74.61 ug/L 75 43-126 3 65 Eurofins Calscience Page 32 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373879/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 374833 Prep Batch: 373879 bis (2-chloroisopropyl) ether 100 55.77 *- me ug/L 56 63-139 6 46 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Bis(2-ethylhexyl) phthalate 100 87.58 ug/L 88 29-137 4 50 Butyl benzyl phthalate 100 92.40 ug/L 92 1-140 10 36 Chrysene 100 84.84 ug/L 85 44-140 6 53 Dibenz(a,h)anthracene 100 90.54 ug/L 91 1-200 4 75 Diethyl phthalate 100 83.73 ug/L 84 1-120 2 60 Dimethyl phthalate 100 83.58 ug/L 84 1-120 4 110 Di-n-butyl phthalate 100 89.35 ug/L 89 8-120 9 28 Di-n-octyl phthalate 100 95.61 ug/L 96 19-132 7 42 Fluoranthene 100 85.83 ug/L 86 43-121 6 40 Fluorene 100 80.91 ug/L 81 70-120 1 23 Hexachloro-1,3-butadiene 100 76.62 ug/L 77 38-120 4 38 Hexachlorobenzene 100 85.06 ug/L 85 8-142 6 33 Hexachlorocyclopentadiene 100 91.47 ug/L 91 46-135 4 20 Hexachloroethane 100 66.09 ug/L 66 55-120 11 32 Indeno[1,2,3-cd]pyrene 100 94.02 ug/L 94 1-151 5 60 Isophorone 100 71.28 ug/L 71 47-180 1 56 Naphthalene 100 70.49 ug/L 70 36-120 4 39 Nitrobenzene 100 68.25 ug/L 68 54-158 7 37 N-Nitrosodimethylamine 100 44.86 ug/L 45 38-120 1 20 N-Nitrosodi-n-propylamine 100 71.80 ug/L 72 14-198 5 52 N-Nitrosodiphenylamine 100 93.46 ug/L 93 79-127 5 20 Pentachlorophenol 100 72.61 ug/L 73 38-152 15 52 Phenanthrene 100 82.50 ug/L 82 65-120 7 24 Phenol 100 42.51 ug/L 43 17-120 6 39 Pyrene 100 88.78 ug/L 89 70-120 8 30 2,4,6-Tribromophenol (Surr)33 -139 Surrogate 94 LCSD LCSD Qualifier Limits%Recovery 852-Fluorobiphenyl (Surr)33 -126 542-Fluorophenol (Surr)12 -120 77Nitrobenzene-d5 (Surr)36 -120 33Phenol-d6 (Surr)10 -120 97p-Terphenyl-d14 (Surr)47 -131 Method: 608.3 - Organochlorine Pesticides in Water Client Sample ID: Method BlankLab Sample ID: MB 570-375186/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 375046 Prep Batch: 375186 RL 4,4'-DDD ND 0.010 ug/L 10/19/23 08:38 10/19/23 17:09 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 14,4'-DDE ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 14,4'-DDT ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Aldrin ND 0.050 ug/L 10/19/23 08:38 10/19/23 17:09 1alpha-Chlordane ND 0.0020 ug/L 10/19/23 08:38 10/19/23 17:09 1alpha-BHC ND 0.0075 ug/L 10/19/23 08:38 10/19/23 17:09 1beta-BHC Eurofins Calscience Page 33 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 608.3 - Organochlorine Pesticides in Water (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-375186/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 375046 Prep Batch: 375186 RL delta-BHC ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Dieldrin ND 0.0020 ug/L 10/19/23 08:38 10/19/23 17:09 1Endosulfan I ND 0.010 ug/L 10/19/23 08:38 10/19/23 17:09 1Endosulfan II ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Endosulfan sulfate ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Endrin ND 0.050 ug/L 10/19/23 08:38 10/19/23 17:09 1Endrin aldehyde ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Endrin ketone ND 0.015 ug/L 10/19/23 08:38 10/19/23 17:09 1gamma-Chlordane ND 0.0020 ug/L 10/19/23 08:38 10/19/23 17:09 1gamma-BHC (Lindane) ND 0.0020 ug/L 10/19/23 08:38 10/19/23 17:09 1Heptachlor ND 0.010 ug/L 10/19/23 08:38 10/19/23 17:09 1Heptachlor epoxide ND 0.010 ug/L 10/19/23 08:38 10/19/23 17:09 1Methoxychlor Tetrachloro-m-xylene (Surr)69 20-139 10/19/23 17:09 1 MB MB Surrogate 10/19/23 08:38 Dil FacPrepared AnalyzedQualifier Limits%Recovery 85 10/19/23 08:38 10/19/23 17:09 1DCB Decachlorobiphenyl (Surr)20-154 Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-375186/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 375046 Prep Batch: 375186 4,4'-DDD 0.0500 0.03603 ug/L 72 31-141 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits 4,4'-DDE 0.0500 0.03271 ug/L 65 30-145 4,4'-DDT 0.0500 0.03651 ug/L 73 25-160 Aldrin 0.0500 0.02248 ug/L 45 42-140 alpha-Chlordane 0.0500 0.03080 J ug/L 62 45-140 alpha-BHC 0.0500 0.03105 ug/L 62 37-140 beta-BHC 0.0500 0.03276 ug/L 66 17-147 delta-BHC 0.0500 0.01888 ug/L 38 19-140 Dieldrin 0.0500 0.03251 ug/L 65 36-146 Endosulfan I 0.0500 0.03139 ug/L 63 45-153 Endosulfan II 0.0500 0.03725 ug/L 74 1-202 Endosulfan sulfate 0.0500 0.03540 ug/L 71 26-144 Endrin 0.0500 0.04273 ug/L 85 30-147 Endrin aldehyde 0.0500 ND ug/L 65 50-135 Endrin ketone 0.0500 0.03632 ug/L 73 60-140 gamma-Chlordane 0.0500 0.03195 ug/L 64 45-140 gamma-BHC (Lindane)0.0500 0.03142 ug/L 63 32-140 Heptachlor 0.0500 0.03274 ug/L 65 34-140 Heptachlor epoxide 0.0500 0.03103 ug/L 62 37-142 Methoxychlor 0.0500 0.03962 ug/L 79 50-135 Tetrachloro-m-xylene (Surr)20 -139 Surrogate 72 LCS LCS Qualifier Limits%Recovery 87DCB Decachlorobiphenyl (Surr)20 -154 Eurofins Calscience Page 34 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 608.3 - Organochlorine Pesticides in Water (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-375186/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 375046 Prep Batch: 375186 4,4'-DDD 0.0500 0.03650 ug/L 73 31-141 1 39 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD 4,4'-DDE 0.0500 0.03416 ug/L 68 30-145 4 35 4,4'-DDT 0.0500 0.03717 ug/L 74 25-160 2 42 Aldrin 0.0500 0.02429 ug/L 49 42-140 8 35 alpha-Chlordane 0.0500 0.03235 J ug/L 65 45-140 5 35 alpha-BHC 0.0500 0.03186 ug/L 64 37-140 3 36 beta-BHC 0.0500 0.03380 ug/L 68 17-147 3 44 delta-BHC 0.0500 0.01978 ug/L 40 19-140 5 52 Dieldrin 0.0500 0.03432 ug/L 69 36-146 5 49 Endosulfan I 0.0500 0.03327 ug/L 67 45-153 6 28 Endosulfan II 0.0500 0.03759 ug/L 75 1-202 1 53 Endosulfan sulfate 0.0500 0.03549 ug/L 71 26-144 0 38 Endrin 0.0500 0.04479 ug/L 90 30-147 5 48 Endrin aldehyde 0.0500 ND ug/L 65 50-135 1 25 Endrin ketone 0.0500 0.03599 ug/L 72 60-140 1 30 gamma-Chlordane 0.0500 0.03389 ug/L 68 45-140 6 35 gamma-BHC (Lindane)0.0500 0.03260 ug/L 65 32-140 4 39 Heptachlor 0.0500 0.03402 ug/L 68 34-140 4 43 Heptachlor epoxide 0.0500 0.03299 ug/L 66 37-142 6 26 Methoxychlor 0.0500 0.03874 ug/L 77 50-135 2 25 Tetrachloro-m-xylene (Surr)20 -139 Surrogate 73 LCSD LCSD Qualifier Limits%Recovery 81DCB Decachlorobiphenyl (Surr)20 -154 Method: 200.8 - Metals (ICP/MS) Client Sample ID: Method BlankLab Sample ID: MB 570-374289/1-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 375187 Prep Batch: 374289 RL Boron ND 50.0 ug/L 10/17/23 06:51 10/18/23 16:51 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374289/2-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 375187 Prep Batch: 374289 Boron 800 766.2 ug/L 96 85-115 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374289/3-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 375187 Prep Batch: 374289 Boron 800 773.7 ug/L 97 85-115 1 20 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Eurofins Calscience Page 35 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 6010B - Metals (ICP) Client Sample ID: Method BlankLab Sample ID: MB 570-373874/1-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 374149 Prep Batch: 373874 RL Antimony ND 0.100 mg/L 10/16/23 07:51 10/16/23 13:45 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 0.100 mg/L 10/16/23 07:51 10/16/23 13:45 1Arsenic ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Barium ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Beryllium ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Cadmium ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Chromium ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Cobalt ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Copper ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Lead ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Molybdenum ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Nickel ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Selenium ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Silver ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Thallium ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Vanadium ND 0.250 mg/L 10/16/23 07:51 10/16/23 13:45 1Zinc Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373874/2-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 374149 Prep Batch: 373874 Antimony 0.500 0.5924 mg/L 118 80-120 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Arsenic 0.500 0.5223 mg/L 104 80-120 Barium 0.500 0.5224 mg/L 104 80-120 Beryllium 0.500 0.5207 mg/L 104 80-120 Cadmium 0.500 0.5162 mg/L 103 80-120 Chromium 0.500 0.5283 mg/L 106 80-120 Cobalt 0.500 0.5227 mg/L 105 80-120 Copper 0.500 0.5298 mg/L 106 80-120 Lead 0.500 0.5221 mg/L 104 80-120 Molybdenum 0.500 0.5299 mg/L 106 80-120 Nickel 0.500 0.5239 mg/L 105 80-120 Selenium 0.500 0.4961 mg/L 99 80-120 Silver 0.250 0.2622 mg/L 105 80-120 Thallium 0.500 0.5264 mg/L 105 80-120 Vanadium 0.500 0.5107 mg/L 102 80-120 Zinc 0.500 0.5121 mg/L 102 80-120 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373874/3-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 374149 Prep Batch: 373874 Antimony 0.500 0.5804 mg/L 116 80-120 2 20 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Arsenic 0.500 0.5061 mg/L 101 80-120 3 20 Barium 0.500 0.5096 mg/L 102 80-120 2 20 Beryllium 0.500 0.5077 mg/L 102 80-120 3 20 Cadmium 0.500 0.5012 mg/L 100 80-120 3 20 Eurofins Calscience Page 36 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 6010B - Metals (ICP) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373874/3-A Matrix: Water Prep Type: Total Recoverable Analysis Batch: 374149 Prep Batch: 373874 Chromium 0.500 0.5138 mg/L 103 80-120 3 20 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Cobalt 0.500 0.5093 mg/L 102 80-120 3 20 Copper 0.500 0.5069 mg/L 101 80-120 4 20 Lead 0.500 0.5104 mg/L 102 80-120 2 20 Molybdenum 0.500 0.5216 mg/L 104 80-120 2 20 Nickel 0.500 0.5099 mg/L 102 80-120 3 20 Selenium 0.500 0.4803 mg/L 96 80-120 3 20 Silver 0.250 0.2555 mg/L 102 80-120 3 20 Thallium 0.500 0.5173 mg/L 103 80-120 2 20 Vanadium 0.500 0.4979 mg/L 100 80-120 3 20 Zinc 0.500 0.4973 mg/L 99 80-120 3 20 Method: 7470A - Mercury (CVAA) Client Sample ID: Method BlankLab Sample ID: MB 570-374136/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 374520 Prep Batch: 374136 RL Mercury ND 0.000200 mg/L 10/16/23 15:37 10/17/23 16:09 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374136/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 374520 Prep Batch: 374136 Mercury 0.00800 0.008564 mg/L 107 80-120 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374136/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 374520 Prep Batch: 374136 Mercury 0.00800 0.008617 mg/L 108 80-120 1 10 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Method: 1664A - HEM and SGT-HEM Client Sample ID: Method BlankLab Sample ID: MB 570-374532/1-A Matrix: Water Prep Type: Total/NA Analysis Batch: 375009 Prep Batch: 374532 RL HEM: Oil and Grease ND 1.00 mg/L 10/17/23 17:01 10/18/23 17:58 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier ND 1.00 mg/L 10/17/23 17:01 10/18/23 17:58 1HEM-SGT: Oil and Grease Eurofins Calscience Page 37 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 1664A - HEM and SGT-HEM (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374532/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 375009 Prep Batch: 374532 HEM: Oil and Grease 40.0 32.50 mg/L 81 78-114 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits HEM-SGT: Oil and Grease 20.0 13.60 mg/L 68 64-132 Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374532/3-A Matrix: Water Prep Type: Total/NA Analysis Batch: 375009 Prep Batch: 374532 HEM: Oil and Grease 40.0 31.90 mg/L 80 78-114 2 18 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD HEM-SGT: Oil and Grease 20.0 16.00 mg/L 80 64-132 16 34 Method: SM 2540C - Solids, Total Dissolved (TDS) Client Sample ID: Method BlankLab Sample ID: MB 570-375347/1 Matrix: Water Prep Type: Total/NA Analysis Batch: 375347 RL Total Dissolved Solids ND 10.0 mg/L 10/19/23 14:07 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-375347/2 Matrix: Water Prep Type: Total/NA Analysis Batch: 375347 Total Dissolved Solids 1000 996.0 mg/L 100 84-108 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-375347/3 Matrix: Water Prep Type: Total/NA Analysis Batch: 375347 Total Dissolved Solids 1000 942.0 mg/L 94 84-108 6 10 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Client Sample ID: MW-1Lab Sample ID: 570-156657-1 DU Matrix: Water Prep Type: Total/NA Analysis Batch: 375347 Total Dissolved Solids 1340 1336 mg/L 0.4 10 Analyte DU DU DUnitResult Qualifier Sample Result Sample Qualifier LimitRPD RPD Method: SM 2540D - Solids, Total Suspended (TSS) Client Sample ID: Method BlankLab Sample ID: MB 570-375483/1 Matrix: Water Prep Type: Total/NA Analysis Batch: 375483 RL Total Suspended Solids ND 1.00 mg/L 10/19/23 19:26 1 MB MB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier Eurofins Calscience Page 38 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Sample Results Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: SM 2540D - Solids, Total Suspended (TSS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-375483/2 Matrix: Water Prep Type: Total/NA Analysis Batch: 375483 Total Suspended Solids 100 96.00 mg/L 96 77-116 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-375483/3 Matrix: Water Prep Type: Total/NA Analysis Batch: 375483 Total Suspended Solids 100 93.00 mg/L 93 77-116 3 10 Analyte LCSD LCSD DUnitResult Qualifier %Rec Spike Added %Rec Limits LimitRPD RPD Client Sample ID: MW-1Lab Sample ID: 570-156657-1 DU Matrix: Water Prep Type: Total/NA Analysis Batch: 375483 Total Suspended Solids 430 494.7 F3 mg/L 14 10 Analyte DU DU DUnitResult Qualifier Sample Result Sample Qualifier LimitRPD RPD Method: SM 5210B - BOD, 5-Day Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373749/2-A Matrix: Water Prep Type: Total/NA Analysis Batch: 375267 Prep Batch: 373749 Biochemical Oxygen Demand 199 183.9 mg/L 93 84.6-115. 4 Analyte LCS LCS DUnitResult Qualifier %Rec Spike Added %Rec Limits Client Sample ID: Method BlankLab Sample ID: USB 570-375267/2 Matrix: Water Prep Type: Total/NA Analysis Batch: 375267 RL Biochemical Oxygen Demand 0.1000 0.0000020 0 mg/L 10/19/23 09:58 1 USB USB Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier Eurofins Calscience Page 39 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Marginal Exceedance (ME) Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373879/2-A Matrix: Water Prep Type: Total/NA 1,2,4-Trichlorobenzene 100 75.88 ug/L 76 57-130 Analyte LCS LCS UnitResult Qualifier %Rec Spike Added %Rec. Limits ME %Rec. Limits 45-142 Marginal Exceedance Status 1,2-Diphenylhydrazine(as Azobenzene) 100 69.63 ug/L 70 57-120 47 131- 2,4,6-Trichlorophenol 100 85.69 ug/L 86 52-129 39 142- 2,4-Dichlorophenol 100 84.03 ug/L 84 53-122 42 134- 2,4-Dimethylphenol 100 98.74 ug/L 99 42-120 29 133- 2,4-Dinitrophenol 100 46.14 J ug/L 46 1-173 1 202- 2,4-Dinitrotoluene 100 82.86 ug/L 83 48-127 35 140- 2,6-Dinitrotoluene 100 87.40 ug/L 87 68-137 57 149- 2-Chloronaphthalene 100 81.30 ug/L 81 65-120 56 129- 2-Chlorophenol 100 83.57 ug/L 84 36-120 22 134- 2-Nitrophenol 100 91.06 ug/L 91 45-167 25 187- 3,3'-Dichlorobenzidine 100 79.61 ug/L 80 8-213 1 247- 4,6-Dinitro-2-methylphenol 100 57.19 ug/L 57 53-130 40 143- 4-Bromophenyl phenyl ether 100 80.10 ug/L 80 65-120 56 129- 4-Chloro-3-methylphenol 100 77.81 ug/L 78 41-128 27 143- 4-Chlorophenyl phenyl ether 100 82.16 ug/L 82 38-145 20 163- 4-Nitrophenol 100 29.67 ug/L 30 13-129 1 148- Acenaphthene 100 75.90 ug/L 76 60-132 48 144- Acenaphthylene 100 84.68 ug/L 85 54-126 42 138- Anthracene 100 79.30 ug/L 79 43-120 30 133- Benzidine 100 ND ug/L 21 20-143 1 164- Benzo[a]anthracene 100 79.87 ug/L 80 42-133 27 148- Benzo[a]pyrene 100 81.46 ug/L 81 32-148 13 167- Benzo[b]fluoranthene 100 80.03 ug/L 80 42-140 26 156- Benzo[g,h,i]perylene 100 87.47 ug/L 87 1-195 1 227- Benzo[k]fluoranthene 100 89.00 ug/L 89 25-146 5 166- Bis (2-chloroethoxy) methane 100 76.51 ug/L 77 49-165 30 184- Bis(2-chloroethyl)ether 100 77.26 ug/L 77 43-126 29 140- bis (2-chloroisopropyl) ether 100 58.99 *- me ug/L 59 63-139 50 152-ME Bis(2-ethylhexyl) phthalate 100 83.73 ug/L 84 29-137 11 155- Butyl benzyl phthalate 100 83.42 ug/L 83 1-140 1 163- Chrysene 100 79.57 ug/L 80 44-140 28 156- Dibenz(a,h)anthracene 100 87.25 ug/L 87 1-200 1 233- Diethyl phthalate 100 81.73 ug/L 82 1-120 1 140- Dimethyl phthalate 100 80.55 ug/L 81 1-120 1 140- Di-n-butyl phthalate 100 81.95 ug/L 82 8-120 1 139- Di-n-octyl phthalate 100 89.56 ug/L 90 19-132 1 151- Fluoranthene 100 80.59 ug/L 81 43-121 30 134- Fluorene 100 80.08 ug/L 80 70-120 62 128- Hexachloro-1,3-butadiene 100 79.74 ug/L 80 38-120 24 134- Hexachlorobenzene 100 80.13 ug/L 80 8-142 1 164- Hexachlorocyclopentadiene 100 88.27 ug/L 88 46-135 31 150- Hexachloroethane 100 74.08 ug/L 74 55-120 44 131- Indeno[1,2,3-cd]pyrene 100 89.83 ug/L 90 1-151 1 176- Isophorone 100 71.80 ug/L 72 47-180 25 202- Naphthalene 100 73.24 ug/L 73 36-120 22 134- Nitrobenzene 100 73.19 ug/L 73 54-158 37 175- N-Nitrosodimethylamine 100 45.37 ug/L 45 38-120 24 134- N-Nitrosodi-n-propylamine 100 68.26 ug/L 68 14-198 1 229- Eurofins Calscience Page 40 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Marginal Exceedance (ME) Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373879/2-A Matrix: Water Prep Type: Total/NA N-Nitrosodiphenylamine 100 88.81 ug/L 89 79-127 Analyte LCS LCS UnitResult Qualifier %Rec Spike Added %Rec. Limits ME %Rec. Limits 71-135 Marginal Exceedance Status Pentachlorophenol 100 62.67 ug/L 63 38-152 19 171- Phenanthrene 100 76.78 ug/L 77 65-120 56 129- Phenol 100 40.14 ug/L 40 17-120 1 137- Pyrene 100 81.79 ug/L 82 70-120 62 128- Summary Number of Analytes Reported 54 Number of Marginal Exceedances Allowed 3 Number of Marginal Exceedances Found 1 ME = Marginal Exceedance Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373879/3-A Matrix: Water Prep Type: Total/NA 1,2,4-Trichlorobenzene 100 74.37 ug/L 74 57-130 Analyte LCSD LCSD UnitResult Qualifier %Rec Spike Added %Rec. Limits ME %Rec. Limits 45-142 Marginal Exceedance Status 1,2-Diphenylhydrazine(as Azobenzene) 100 74.40 ug/L 74 57-120 47 131- 2,4,6-Trichlorophenol 100 84.69 ug/L 85 52-129 39 142- 2,4-Dichlorophenol 100 81.69 ug/L 82 53-122 42 134- 2,4-Dimethylphenol 100 97.29 ug/L 97 42-120 29 133- 2,4-Dinitrophenol 100 47.65 J ug/L 48 1-173 1 202- 2,4-Dinitrotoluene 100 87.26 ug/L 87 48-127 35 140- 2,6-Dinitrotoluene 100 86.73 ug/L 87 68-137 57 149- 2-Chloronaphthalene 100 81.30 ug/L 81 65-120 56 129- 2-Chlorophenol 100 78.64 ug/L 79 36-120 22 134- 2-Nitrophenol 100 83.28 ug/L 83 45-167 25 187- 3,3'-Dichlorobenzidine 100 88.67 ug/L 89 8-213 1 247- 4,6-Dinitro-2-methylphenol 100 66.87 ug/L 67 53-130 40 143- 4-Bromophenyl phenyl ether 100 82.43 ug/L 82 65-120 56 129- 4-Chloro-3-methylphenol 100 77.49 ug/L 77 41-128 27 143- 4-Chlorophenyl phenyl ether 100 81.16 ug/L 81 38-145 20 163- 4-Nitrophenol 100 34.34 ug/L 34 13-129 1 148- Acenaphthene 100 78.43 ug/L 78 60-132 48 144- Acenaphthylene 100 83.79 ug/L 84 54-126 42 138- Anthracene 100 84.24 ug/L 84 43-120 30 133- Benzidine 100 ND *- *1 me ug/L 12 20-143 1 164-ME Benzo[a]anthracene 100 85.35 ug/L 85 42-133 27 148- Benzo[a]pyrene 100 85.03 ug/L 85 32-148 13 167- Benzo[b]fluoranthene 100 86.07 ug/L 86 42-140 26 156- Benzo[g,h,i]perylene 100 90.85 ug/L 91 1-195 1 227- Benzo[k]fluoranthene 100 92.74 ug/L 93 25-146 5 166- Bis (2-chloroethoxy) methane 100 74.84 ug/L 75 49-165 30 184- Bis(2-chloroethyl)ether 100 74.61 ug/L 75 43-126 29 140- bis (2-chloroisopropyl) ether 100 55.77 *- me ug/L 56 63-139 50 152-ME Bis(2-ethylhexyl) phthalate 100 87.58 ug/L 88 29-137 11 155- Butyl benzyl phthalate 100 92.40 ug/L 92 1-140 1 163- Chrysene 100 84.84 ug/L 85 44-140 28 156- Dibenz(a,h)anthracene 100 90.54 ug/L 91 1-200 1 233- Eurofins Calscience Page 41 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Marginal Exceedance (ME) Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373879/3-A Matrix: Water Prep Type: Total/NA Diethyl phthalate 100 83.73 ug/L 84 1-120 Analyte LCSD LCSD UnitResult Qualifier %Rec Spike Added %Rec. Limits ME %Rec. Limits 1-140 Marginal Exceedance Status Dimethyl phthalate 100 83.58 ug/L 84 1-120 1 140- Di-n-butyl phthalate 100 89.35 ug/L 89 8-120 1 139- Di-n-octyl phthalate 100 95.61 ug/L 96 19-132 1 151- Fluoranthene 100 85.83 ug/L 86 43-121 30 134- Fluorene 100 80.91 ug/L 81 70-120 62 128- Hexachloro-1,3-butadiene 100 76.62 ug/L 77 38-120 24 134- Hexachlorobenzene 100 85.06 ug/L 85 8-142 1 164- Hexachlorocyclopentadiene 100 91.47 ug/L 91 46-135 31 150- Hexachloroethane 100 66.09 ug/L 66 55-120 44 131- Indeno[1,2,3-cd]pyrene 100 94.02 ug/L 94 1-151 1 176- Isophorone 100 71.28 ug/L 71 47-180 25 202- Naphthalene 100 70.49 ug/L 70 36-120 22 134- Nitrobenzene 100 68.25 ug/L 68 54-158 37 175- N-Nitrosodimethylamine 100 44.86 ug/L 45 38-120 24 134- N-Nitrosodi-n-propylamine 100 71.80 ug/L 72 14-198 1 229- N-Nitrosodiphenylamine 100 93.46 ug/L 93 79-127 71 135- Pentachlorophenol 100 72.61 ug/L 73 38-152 19 171- Phenanthrene 100 82.50 ug/L 82 65-120 56 129- Phenol 100 42.51 ug/L 43 17-120 1 137- Pyrene 100 88.78 ug/L 89 70-120 62 128- Summary Number of Analytes Reported 54 Number of Marginal Exceedances Allowed 3 Number of Marginal Exceedances Found 2 ME = Marginal Exceedance Eurofins Calscience Page 42 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Association Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 GC/MS VOA Analysis Batch: 374593 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 624.1570-156657-1 MW-1 Total/NA Water 624.1MB 570-374593/7 Method Blank Total/NA Water 624.1LCS 570-374593/4 Lab Control Sample Total/NA Water 624.1LCSD 570-374593/5 Lab Control Sample Dup Total/NA Analysis Batch: 374594 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 8260B570-156657-1 MW-1 Total/NA Water 8260BMB 570-374594/7 Method Blank Total/NA Water 8260BLCS 570-374594/4 Lab Control Sample Total/NA Water 8260BLCSD 570-374594/5 Lab Control Sample Dup Total/NA Analysis Batch: 376130 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 624.1570-156657-1 - RA MW-1 Total/NA Water 624.1MB 570-376130/8 Method Blank Total/NA Water 624.1LCS 570-376130/4 Lab Control Sample Total/NA Water 624.1LCSD 570-376130/5 Lab Control Sample Dup Total/NA GC/MS Semi VOA Prep Batch: 373879 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 625.1570-156657-1 MW-1 Total/NA Water 625.1MB 570-373879/1-A Method Blank Total/NA Water 625.1LCS 570-373879/2-A Lab Control Sample Total/NA Water 625.1LCSD 570-373879/3-A Lab Control Sample Dup Total/NA Analysis Batch: 374833 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 625.1 373879570-156657-1 MW-1 Total/NA Water 625.1 373879MB 570-373879/1-A Method Blank Total/NA Water 625.1 373879LCS 570-373879/2-A Lab Control Sample Total/NA Water 625.1 373879LCSD 570-373879/3-A Lab Control Sample Dup Total/NA GC Semi VOA Analysis Batch: 375046 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608.3 375186MB 570-375186/1-A Method Blank Total/NA Water 608.3 375186LCS 570-375186/2-A Lab Control Sample Total/NA Water 608.3 375186LCSD 570-375186/3-A Lab Control Sample Dup Total/NA Prep Batch: 375186 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608570-156657-1 MW-1 Total/NA Water 608MB 570-375186/1-A Method Blank Total/NA Water 608LCS 570-375186/2-A Lab Control Sample Total/NA Water 608LCSD 570-375186/3-A Lab Control Sample Dup Total/NA Eurofins Calscience Page 43 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 QC Association Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 GC Semi VOA Analysis Batch: 375471 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608.3 375186570-156657-1 MW-1 Total/NA Metals Prep Batch: 373874 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 3005A570-156657-1 MW-1 Total Recoverable Water 3005AMB 570-373874/1-A Method Blank Total Recoverable Water 3005ALCS 570-373874/2-A Lab Control Sample Total Recoverable Water 3005ALCSD 570-373874/3-A Lab Control Sample Dup Total Recoverable Prep Batch: 374136 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 7470A570-156657-1 MW-1 Total/NA Water 7470AMB 570-374136/1-A Method Blank Total/NA Water 7470ALCS 570-374136/2-A Lab Control Sample Total/NA Water 7470ALCSD 570-374136/3-A Lab Control Sample Dup Total/NA Analysis Batch: 374149 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 6010B 373874MB 570-373874/1-A Method Blank Total Recoverable Water 6010B 373874LCS 570-373874/2-A Lab Control Sample Total Recoverable Water 6010B 373874LCSD 570-373874/3-A Lab Control Sample Dup Total Recoverable Prep Batch: 374289 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 200.8570-156657-1 MW-1 Total Recoverable Water 200.8MB 570-374289/1-A Method Blank Total Recoverable Water 200.8LCS 570-374289/2-A Lab Control Sample Total Recoverable Water 200.8LCSD 570-374289/3-A Lab Control Sample Dup Total Recoverable Analysis Batch: 374520 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 7470A 374136MB 570-374136/1-A Method Blank Total/NA Water 7470A 374136LCS 570-374136/2-A Lab Control Sample Total/NA Water 7470A 374136LCSD 570-374136/3-A Lab Control Sample Dup Total/NA Analysis Batch: 374550 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 6010B 373874570-156657-1 MW-1 Total Recoverable Analysis Batch: 374620 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 7470A 374136570-156657-1 MW-1 Total/NA Analysis Batch: 375187 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 200.8 374289570-156657-1 MW-1 Total Recoverable Water 200.8 374289MB 570-374289/1-A Method Blank Total Recoverable Water 200.8 374289LCS 570-374289/2-A Lab Control Sample Total Recoverable Water 200.8 374289LCSD 570-374289/3-A Lab Control Sample Dup Total Recoverable Eurofins Calscience Page 44 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 [------- I [------- [------- QC Association Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 General Chemistry Prep Batch: 373749 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water BOD Prep570-156657-1 MW-1 Total/NA Water BOD PrepLCS 570-373749/2-A Lab Control Sample Total/NA Prep Batch: 374532 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 1664A570-156657-1 MW-1 Total/NA Water 1664AMB 570-374532/1-A Method Blank Total/NA Water 1664ALCS 570-374532/2-A Lab Control Sample Total/NA Water 1664ALCSD 570-374532/3-A Lab Control Sample Dup Total/NA Analysis Batch: 375009 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 1664A 374532570-156657-1 MW-1 Total/NA Water 1664A 374532MB 570-374532/1-A Method Blank Total/NA Water 1664A 374532LCS 570-374532/2-A Lab Control Sample Total/NA Water 1664A 374532LCSD 570-374532/3-A Lab Control Sample Dup Total/NA Analysis Batch: 375267 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water SM 5210B 373749570-156657-1 MW-1 Total/NA Water SM 5210BUSB 570-375267/2 Method Blank Total/NA Water SM 5210B 373749LCS 570-373749/2-A Lab Control Sample Total/NA Analysis Batch: 375347 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water SM 2540C570-156657-1 MW-1 Total/NA Water SM 2540CMB 570-375347/1 Method Blank Total/NA Water SM 2540CLCS 570-375347/2 Lab Control Sample Total/NA Water SM 2540CLCSD 570-375347/3 Lab Control Sample Dup Total/NA Water SM 2540C570-156657-1 DU MW-1 Total/NA Analysis Batch: 375483 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water SM 2540D570-156657-1 MW-1 Total/NA Water SM 2540DMB 570-375483/1 Method Blank Total/NA Water SM 2540DLCS 570-375483/2 Lab Control Sample Total/NA Water SM 2540DLCSD 570-375483/3 Lab Control Sample Dup Total/NA Water SM 2540D570-156657-1 DU MW-1 Total/NA Eurofins Calscience Page 45 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Lab Chronicle Client: Atlas Engineering West, Inc.Job ID: 570-156657-1 Project/Site: Tyler Street Sewer Rplc / 10206.000 Client Sample ID: MW-1 Lab Sample ID: 570-156657-1 Matrix: WaterDate Collected: 10/13/23 10:00 Date Received: 10/13/23 11:42 Analysis 624.1 CG10/17/23 22:121 EET CAL 4374593 Type Batch Method Batch Prep Type LabAnalystRun Prepared or Analyzed Initial Amount Amount Final Batch NumberFactor Dil Total/NA 5 mL 5 mL Instrument ID: GCMSPP Analysis 624.1 RA 1 376130 10/23/23 13:49 VYF4 EET CAL 4Total/NA 5 mL 5 mL GCMSXXInstrument ID: Analysis 8260B 1 374594 10/17/23 22:12 CG EET CAL 4Total/NA 5 mL 5 mL GCMSPPInstrument ID: Prep 625.1 373879 10/16/23 08:28 OAJ3 EET CAL 4Total/NA 1034.3 mL 2 mL Analysis 625.1 1 374833 10/18/23 20:06 UX77 EET CAL 4Total/NA 1 mL 1 mL GCMS83Instrument ID: Prep 608 375186 10/19/23 08:39 OAJ3 EET CAL 4Total/NA 1035.4 mL 1 mL Analysis 608.3 1 375471 10/20/23 14:43 N5Y3 EET CAL 4Total/NA 1 mL 1 mL GC54AInstrument ID: Prep 200.8 374289 10/17/23 06:51 JP8N EET CAL 4Total Recoverable 50 mL 50 mL Analysis 200.8 1 375187 10/18/23 17:22 C0YH EET CAL 4Total Recoverable ICPMS10Instrument ID: Prep 3005A 373874 10/16/23 07:51 JP8N EET CAL 4Total Recoverable 50 mL 50 mL Analysis 6010B 1 374550 10/17/23 15:58 P1R EET CAL 4Total Recoverable ICP10Instrument ID: Prep 7470A 374136 10/16/23 15:37 CS5Z EET CAL 4Total/NA 25 mL 50 mL Analysis 7470A 1 374620 10/17/23 20:34 CS5Z EET CAL 4Total/NA HG9Instrument ID: Prep 1664A 374532 10/17/23 17:01 USUL EET CAL 4Total/NA 1051 mL 1000 mL Analysis 1664A 1 375009 10/18/23 17:58 YTB4 EET CAL 4Total/NA NO EQUIQInstrument ID: Analysis SM 2540C 1 375347 10/19/23 14:07 ZL7L EET CAL 4Total/NA 50 mL 1000 mL BAL100Instrument ID: Analysis SM 2540D 1 375483 10/19/23 19:27 JB EET CAL 4Total/NA 150 mL 1000 mL BAL71Instrument ID: Prep BOD Prep 373749 10/14/23 10:24 TN8Z EET CAL 4Total/NA Analysis SM 5210B 1 375267 10/19/23 11:22 TN8Z EET CAL 4Total/NA 300 mL 300 mL BOD3Instrument ID: Laboratory References: EET CAL 4 = Eurofins Calscience Tustin, 2841 Dow Avenue, Tustin, CA 92780, TEL (714)895-5494 Eurofins Calscience Page 46 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Accreditation/Certification Summary Client: Atlas Engineering West, Inc.Job ID: 570-156657-1 Project/Site: Tyler Street Sewer Rplc / 10206.000 Laboratory: Eurofins Calscience Unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below. Authority Program Identification Number Expiration Date California State 3082 07-31-24 The following analytes are included in this report, but the laboratory is not certified by the governing authority. This list may include analytes for which the agency does not offer certification. Analysis Method Prep Method Matrix Analyte 200.8 200.8 Water Boron 608.3 608 Water alpha-Chlordane 608.3 608 Water Endrin ketone 608.3 608 Water gamma-Chlordane 624.1 Water cis-1,2-Dichloroethene 624.1 Water Dichlorodifluoromethane 624.1 Water Methyl-t-Butyl Ether (MTBE) 8260B Water 1,1,2-Trichloro-1,2,2-trifluoroethane 8260B Water 1,1-Dichloropropene 8260B Water 1,2,3-Trichlorobenzene 8260B Water 1,2,4-Trimethylbenzene 8260B Water 1,3,5-Trimethylbenzene 8260B Water 1,3-Dichloropropane 8260B Water 2,2-Dichloropropane 8260B Water 2-Butanone 8260B Water 2-Chlorotoluene 8260B Water 2-Hexanone 8260B Water Acetone 8260B Water Isopropylbenzene 8260B Water p-Isopropyltoluene 8260B Water Vinyl acetate SM 2540C Water Total Dissolved Solids Oregon NELAP 4175 02-02-24 Eurofins Calscience Page 47 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Method Summary Job ID: 570-156657-1Client: Atlas Engineering West, Inc. Project/Site: Tyler Street Sewer Rplc / 10206.000 Method Method Description LaboratoryProtocol EPA624.1 Volatile Organic Compounds (GC/MS)EET CAL 4 SW8468260BVolatile Organic Compounds (GC/MS)EET CAL 4 EPA625.1 Semivolatile Organic Compounds (GC/MS)EET CAL 4 EPA608.3 Organochlorine Pesticides in Water EET CAL 4 EPA200.8 Metals (ICP/MS)EET CAL 4 SW8466010BMetals (ICP)EET CAL 4 SW8467470AMercury (CVAA)EET CAL 4 1664A1664AHEM and SGT-HEM EET CAL 4 SMSM 2540C Solids, Total Dissolved (TDS)EET CAL 4 SMSM 2540D Solids, Total Suspended (TSS)EET CAL 4 SMSM 5210B BOD, 5-Day EET CAL 4 1664A1664AHEM and SGT-HEM (Aqueous)EET CAL 4 EPA200.8 Preparation, Total Recoverable Metals EET CAL 4 SW8463005APreparation, Total Recoverable or Dissolved Metals EET CAL 4 SW8465030CPurge and Trap EET CAL 4 EPA608Liquid-Liquid Extraction (Separatory Funnel)EET CAL 4 40CFR136A625.1 Liquid-Liquid Extraction EET CAL 4 SW8467470APreparation, Mercury EET CAL 4 SMBOD Prep Preparation, BOD EET CAL 4 Protocol References: 1664A = EPA-821-98-002 40CFR136A = "Methods for Organic Chemical Analysis of Municipal Industrial Wastewater", 40CFR, Part 136, Appendix A, October 26, 1984 and subsequent revisions. EPA = US Environmental Protection Agency SM = "Standard Methods For The Examination Of Water And Wastewater" SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates. Laboratory References: EET CAL 4 = Eurofins Calscience Tustin, 2841 Dow Avenue, Tustin, CA 92780, TEL (714)895-5494 Eurofins Calscience Page 48 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Sample Summary Client: Atlas Engineering West, Inc.Job ID: 570-156657-1 Project/Site: Tyler Street Sewer Rplc / 10206.000 Lab Sample ID Client Sample ID Matrix Collected Received 570-156657-1 MW-1 Water 10/13/23 10:00 10/13/23 11:42 Eurofins CalsciencePage 49 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Page 50 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 -: . eurofins • WO# I LAB USE ONLY I Calscience :44CJ Lincoln Way Garden Grove. CA 92841-1427 • (714) 895-5494 1-'or courier service I sample drop off information, contact us26 sales@eurofinsus.com or call us. , · i,•--,re -TORY CLIEtJT CLIENT PROJECT NAME / NUMBER Atlas Technical Consultants t5i6S-:+- CHAIN OF CUSTODY RECORD DATE: /0 -lj -"1.... ~ PAGE: I OF I PO NO Tyler Street Sewer Rplc/ 10206.000 ro'2.eiJ. C)O<) ~l,DRESS 6280 Riverdale Street PROJECT CONTACT SAMPLER(S) (PRINT) ,:1rr STATE ZIP Stephane Dalo (559-797-0376) CAS San Diego CA 92120 TEL E-MAIL Nickey.Akbariyehc@oneatlas.com --,. '"'-~-----REQUESTED ANALYSES ss~'.:..,Dl-i_-o~7u> Steohane.Dalo@oneatlas.com '1 1R, J-RCJUt JG TIME , Rusti ,u,cl1arges may apply to any TAT not "STANDARD") Please check box or fill in blank as needed. 0 SAME DAY 0 24 HR 048 HR 072 HR □ 5 DAYS X STANDARD I.O ~ 0 '<t ID I GLOBAL 10 LOG CODE ;;;-0 <t: 0 'iii' 0 G a.. D l) 0 C0ELT EDF N '<t 0 (D LO 0 ~ (D ~ "8 N ~ -0 <t: co ~ N C 0.. ti) sr·ECl,-,L INSTRUCTIONS = 0 (11 ~ -0 ~ Ql I.O ~ ~ E C ~ ti) ::J N -0 <( (/) ~ co Ql <ii 0 I.O <t: 0 :Q 0 0.. s::. '<t (/) 0 ai E -0 a.. ai (D 0 :2 0 C ~ 0 ~ I.O Cl) Ql 0 .c ~ 0 N Cl N l) ai ti) <t: -0 Cl) <t: >, N u ~ ~ Ql Ql a.. X a.. -0 -0 0 Ql ·c: -0 ro ~ (/) C Ql ~ ;:;; (11 -0 <t: (11 (I) ~ ~ a, > m i= e> 2: -0 a.. 0 (/) 0.. 0 C u Ql ~ ~ > a, ('.) ti) ti) e .E (11 0 (I) 2: -0 ::J 1/) 0 .E NO. (/) u:: _Q,! E '[5 -0 Cl) 0 al (I) ~ LAB SAMPLING ~ Ql C .c g (/) -0 ~ (1) i;5 (11 ~ u ro USE SAMPLE ID MATRIX OF 0.. ~ Q) Cl) 19 19 0 <ii 0 C 0 Q) ONLY DATE TIME CONT. :::::> a.. u:: X a.. 6 I-0 0 in l) > > I-I- ~\N-\ \O(\~tc,,;2, \Dll~ lNCA~ \ L\ ✓ ✓ J IJ J " '1 ✓ \[ ,r . . _570-156657 Chain of Cu~_ Relinqu,s1'ie,;;--, .,_. atu,e) 1'/\. / ~ Received by: (Signature/Affiliation) Date: Time: e L \C/l~)1on /1 ·rv \:./ '-J (_~~ ~ " J , I/\ / Re!h11qu1shed by. (Signature) -Received by: (Signature/Affiliation) V Date: I Time: I Rd1r1qu1shed by (Signature) Received by: (Signature/Affiliation) Date: Time: 06/02/14 Revision ■ Pa g e 5 1 o f 5 2 10 / 2 6 / 2 0 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Christine Sestak From: Sent: To: Subject: Hello Christine, ■ Stephane Dalo Thursday, October 12, 2023 3:35 PM Christine Sestak COC---- ■ Here are the analyses for tomorrow. \\SCSTSDCFS0l\Data 1\Data\Clients\City of Carlsbad\PSA22-1637CA Master Agreement As-Needed E&D\10206.000 -(PW7)City of Carlsbad, Tyler Street A SR Volatiles (EPA Method 624 ) Semi Volatiles (EPA Method 625) Pesticides {EPA Method 608 ) Oil and Grease (1664A) Total Suspended Solids (SM 2540 D) Total Dissolved Solids (SM 2540 C) Total Boron (EPA 200.8) Biochemical Oxygen Demand (EPA 405.1} California Title 22 Metals (EPA 6010B/200. 7) Volatile Organic Compounds (VOCs} Best Regards, Stephane Dalo, EIT Staff Engineer A -I /l ~ .. ---r t2 I L f-r;:,---.___ 6280 Riverdale Street, San Diego, CA 92120 0 : 619.280.4321 I C: 559.797.0376 Login Sample Receipt Checklist Client: Atlas Engineering West, Inc.Job Number: 570-156657-1 Login Number: 156657 Question Answer Comment Creator: Patel, Jayesh List Source: Eurofins Calscience List Number: 1 N/ARadioactivity wasn't checked or is </= background as measured by a survey meter. TrueThe cooler's custody seal, if present, is intact. TrueSample custody seals, if present, are intact. TrueThe cooler or samples do not appear to have been compromised or tampered with. TrueSamples were received on ice. TrueCooler Temperature is acceptable. TrueCooler Temperature is recorded. TrueCOC is present. TrueCOC is filled out in ink and legible. TrueCOC is filled out with all pertinent information. TrueIs the Field Sampler's name present on COC? TrueThere are no discrepancies between the containers received and the COC. TrueSamples are received within Holding Time (excluding tests with immediate HTs) TrueSample containers have legible labels. TrueContainers are not broken or leaking. TrueSample collection date/times are provided. TrueAppropriate sample containers are used. TrueSample bottles are completely filled. TrueSample Preservation Verified. TrueThere is sufficient vol. for all requested analyses, incl. any requested MS/MSDs TrueContainers requiring zero headspace have no headspace or bubble is <6mm (1/4"). TrueMultiphasic samples are not present. TrueSamples do not require splitting or compositing. N/AResidual Chlorine Checked. Eurofins Calscience Page 52 of 52 10/26/2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Appendix D As-Built Drawings r 1 1 0,-.75: 7/ ~ 1+47. 94 r D-r-00 = Or77.!' £ O/E5Tr/UT ts. CO,V..:ST,E'V C"TIOIV .-WTE.· Fl?OH ~cl/€57Nl/T .S'LY 100' Ct/T or .5.50 'F,eo~ e")'l5T'(::} C.RovA.I OF5TR€ET: TI-/Uf;J 1-J 11\""/rl .FlliOUrl \i\ 7d ------~ + CO'V5T8Z4-C:G LF. OF 8"F T.4.C. W,4T€,,e MLilr,,/ • STREET + +- iv7AP /158/ G t,1AP /6c3/ ,ee ""'10 vc ~ c; :__ :5r L w4 TEe MA , I\/ ,:' SdLV-"Gc 2-1e•~c· EED<tcces, 2-C"GArt: VALVc:S ----- -.,, w ~ I. ,_ I I r:--- 2 I 0 r-e " m m r " ~ m ~ < m w ., D jj ., D m X " D w m p D I m w < m " D m 3 D z m D 0 m D ' " D z ., D z ., I ffi C z m p z D D C m ., D p D I m D m ,...) " r p z I D r D n D D I • " 8 D • D 0 > X: .::I I o D < z 2 . 0 ., o D I ~ D • D ;t ► • z n m n p r ' --l D D 1-;:, z > --' I -D u> lJ ~~ I -rJ z G) z -C ~ .J, (D I~ m lJ \ hi 1---w w a:s w w if) ,Q</i:,E/-e,•c347c" V.4LY~ ,p /-IZ--,,-8" C./, ,E'EZ>/t:F,€_ ' + ' I I ' T!-/1.)t,1 ' T!-/l_it,,1 fl ' ~ I I I I I ~ _J_ - LAtJ[)S TCT ---• LAt✓[Y:_:, 24(5 VALLEY STREET /J \" Id .111,IOU,J -, \ ld + -- . LILL C?Oc: 00 1 G ' "' - - , I +- t ' !v1AP ' -~ "''' .,,,, ' ~ -l'v1AF I f +-- -- - t ' ' ' I I T - ! /681 • G 1681 NOTc: -_ -_ ,_J_ -4:S l3UILT C/l,tlt/6€.5 Fe:/3 . 21. G4- - - --- - I ' • F . ../u./. ---- - - - I /S-f24J7 = 15"-f "/t.20 ,f_ 5TA L'• Rf. END CF CCA./rRcJC'rto /\/ -+- 070200 0 =E I\) (i) 0 --I\) c,., .l:::a,. I I\.) G I /0~ I 36 I I .. E;/'J.';T, A. C . NOTE : f'/?0111 { CIIESTNUT szy 100' CUT or 5.50'Fl?OA1 E!IST'6 C/2'0WN or S T!?EE T ----=-==- T!-li.Jf1I O r ]S', 7/ r / t47, 94 ! ------~~--=--= -. --= -- .- I ,, I\ ,n c: ....... ,-\/ l,._J,.,1 R,,£-..,.::--1-8 '1.?ztz•·c.1,e~ l'lliTH C-aAIC. Tr/RU5T [::/i£Xk.: _ . ..,.. 'i \ i'H UA1 L .AIV[JS ----·----i--~= -=---- ------------;--= ---=-""---~~~ TC'T. ',, I 245 STR EET ....... /15 Ell G G ' l 51LVA(5e" 2 -1e 11-,,;c;" .e.E.Duc t;,Qs, 2-C"6ATC V4Lvc-s /· 1,~-• ~ ,--~er.---·--·--. ·-· ~~~i~;;:;:;::;;;:;;1:;ii;::::::;;:;;;;;:;;~;:~f;;t'!:;~f~:;;;;;;;;;;;:t~~~~~:~~~~c:~::z::=~=-=-.=--._:_J =-✓-~-~-M-#--~~----.-~----//_«i'?,,_-__ -t..,~., Ii - I MAP 168! Of " " '' ' Ii , P.fl//:5 6-o~r.T.,fC . i'IOkr ~/r,, C'-.1 1- l:t:J ::r:: (.f) Lu w (.f) VALLE.Y 5TREE.T m:;n C7~,~ 4Kr Si /4_ i,6,rc AS &/!LT CJIANGES FE_B_. 2=:.l"--"6--''1--'-'F.."'✓.-'-'W"-. ______ _ --------------------------------~- -\..Y _c ~I V f-- L. ' u LLJ I U ' w w (JI , ..... ---== -~"== ~ _,_::: .---'.:: :::::.-= ---- ,· . C'ef)t~rlmri, --- ·------ =:= LJJ ~ ( -----=-= -~ ·----.:-~ ,_-__ ,._, ·-. .--_ /.A(J[)S TCT. .--T <,<... 1"7 7 --'-'·')· ·~ ~-------------- •, --• . .. . ~, -,-- a ~ (;~~5TL . WAT~,P ,M,1/ll - VAI_LEY STREET :=--=-= --• ----------- /l,1AP GO.Zoo, G ' ,.. __ G /6tl/ NOTE 4 S 6t/liT CJ!.4NGES FE!J ?I, 64 / i--· : ----·' = c,:_._ r /5f24.J7· IS-I "lt,20 ,f_ :STA ,,,,,,.,,,__,,..-----El"ID CJP:-CONr,elcT,-cN ✓- [ __ -00'4tJ"(7II =-=~r=- ric TO V.1t..LEY £, Rl ~o r,2. W;/T€tf!. 5-v 13.Dn/, 6f.:,TEH (tTY' OF BX/11\J EEeikX:> P/or,13 ,£,c 8.':l:UC. ,,-Jo/r:•,-l /4Qh--, ;,-, ' VALLEY' .5rREE.T rrc.n, C./Je:Sthvr4re ~f,,, t;, lc;;/,,::C;,v i i ,:;v, ,. }(lj' APP ..--- GENER AL NOTES : 1 1HIS PLA N SUPERSEDES ALL PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS ? . APPROVAL OF THIS PLAN DOES NOT LESSEN OF WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDAROS OR OTHER ADDITIONAL DOCUMENTS LISTED HERON AS THEY MAY PERTAIN 10 1HIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARG E SHALL REVISE 1HESE PLANS WHEN NON -CONFOR MAN CE IS DISCOVERED -3 CITY APPROVAL OF PLANS DOES NOT PELIEVE THE DEVELOPER OR ENGINE.ER - OF-WORK FROM RESPO NSIBILITY FOR THE CORRECT ION OF ERRORS AND UMl'.oSIONS DISCOVERED DURING CO NSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SU BMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER SHALL BE REQUIRED cOR ANY WORK IN 1HE PUBLIC RIGHT OF WAY PRIOR TO PERMIT ISSUANC[. A CERTIFICATE OF INSU RANCE MUST BE FILED NAMING 1HE CITY OF CARLSBAD AS AN INSURED ON THE PERMITTEE'S POLICY IN THE MINI MUM AMOUN T OF $1,000,000.00 FOR EACH OCCURANCE OF LIABILl1Y. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BE STS" KEY RATING GUID E. 5. NO WORK SHALL BE COMMENCE UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO ALL OTHER APPROPRIATE AGENCIES 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE N01 CONSTRUCTED PRIOR 10 THE DEAD LINE DATE OF THE IMPROVEMENT AGREEMENT . 7. NO REVISIONS WILL BE MADE TO THESE PLANS Wl1HOUT 1HE WRITTEN APPROVAL OF THE CITY ENGI NEER, NOTED WITH IN THE REVISION BLOCK, ON THE APPROPR IATE SHEET OF THE PLANS AND TITLE SHE ET , 8. ORIGI NAL DRAWINGS SHALL BECOME fHE PROPERTY OF THE CITY UPON BEI NG SIGNED BY THE CITY ENGINEER. 9 THE ORIGI NAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRI OR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10, ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAI NED TO THE PROJECT SITE AT ALL TIMES DURIN G CONSTRUCTION. I I. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SU MMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) CO MPACTION CURVES, SHALL BE SU BM ITTED BY A PROFESSIONAL ENGINEER OF THE STA1E OF CALIFORNIA, PRI NCIPALLY DOI NG BUSINESS IN THE FIELD OF APPLJED SOILS MECHANICS. THE SOILS REPORT WILL BE SU BMITTED TO THE CITY ENGINEERIN G INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMM EDIATELY SUBMITTED TO THE CITY ENGINEERI NG INSPEC10R UPON COMPLETION OF THE FIELD TESTS. 1 2. A PRECO NSTRUCTIO N MEETING SHALL BE HELD AT 1HE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPO NSIBLE FOR CONSTRUCTIO N, INSPEC1I0N, SUPERVIS ION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CO NTRAC10R SHALL SC HEDULE THE MEETI NG THROUGH THE PERMIT CLERK(438-3634) AT LEAST FIVE(5) WORK ING DAYS PRIOR TO STARTING CO NSTRUCTION . APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULI NG. 13. ALL INSPEC110N REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR IN SPECTION REQUEST LINE AT (760) 438 3891. INSPECTIO N REQUESTS MUS1 BE RECEIVED PRIOR TO 2:00 P.M ON THE DAY BEFORE THE INSPECTION IS NEEDED. IN SPEC110NS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M . WILL BE SC HEDULED FOR TWO FULL WORK DAYS LATER. I 4 , THE OWN ER AND/OR AP PLICANT THROUGH THE DEVELOPER AND/OR CONTRAC10R SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFIRMING 10 ALL LOCAL, STATE AND FEDERAL SAF ETY AND HEALTH STANDARDS, LAWS AND REGULATIONS 15. THE CONTRACTOR SHALL CONFOR M 10 LABOR CODE SECTION 6705 BY SU BMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/DR CONCER NED AGENCY SHOWIN G THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVIN G GROUND DURIN G THE EXCAVATING OF SUCH TRE NCH OR TRENCHES OR DURI NG THE PIPE INSTALLATIO N [HERE IN. THI S PLAN MUS1 BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CO NCERNED AGENCY PRIOR 10 EXCAVATION. IF THE PLAN VARIES FRO M THE SHOR ING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS 1ITLE 8 CALIFORN IA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE CONTRAC10RS EXPENSE . A COPY OF THE OSHA EXCAVATION PER MIT MUST BE SUBMITTED TO THE IN SPEC10R PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DUR ING CONSTRUCTION OPERATIONS WI LL CEASE IMMEDIATELY AND THE PER MITTEE WILL NOTIFY THE CITY ENGINEER. OPERATI ONS WILL NOT RESTART UNTIL THE F'ERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO so. 17 ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO . INCLUDI NG WAR MING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EAR1H MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED 10 THE PERIOD OF 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING OPERA1I0N5 SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS ( A US I OF CITY HOLIDAYS IS AVAILABLE AT THE EN GINEERING COUNTER.) 18. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR 10 FHE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PR IOR 10 BEGINNING OF WORK.THE CONTRACTOR SHALL BE RESPONSI BLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALO NG THE HAUL ROU1[ OR ADJACENT S1P[ETS AS A RESULT OF THE GRADING OPERATION 19 NO BLASTING SHALL COMMENCE WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON FHE CO NSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE lc)IIS1ENCE OF OTHER UTILITY FACILITIES OR STRUCTURES N01 SHOWN OR IN A LOCA110N DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTI NG FACILITIES OR STRUCTURES NOT SHOWN. ;, I FH E CONTRAC10R SHALL VERIN THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROU ND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION 10 PERMl1 THE REVISIONS OF THE CONSTRUCTION PLAN S IF IT IS FOUND THAT THE AC1UAL LOCATIONS ARE IN CONFLICT WITH TH E PROPOSED WORK. 22 THE CONTRAC10R SHALL NOTIFY AFFECTED UTILITY CO MPANIES(SEE BELOW) Al LEAS1 TWO FULL WORKING DAYS PRIOR 10 STARTING CONSTRUCTIO N NEAR THEIR FACILITIES AND 3HALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE 23, UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL DANIELS CABLEVISION CITY OF CARLSBAD(SEWER AND STORM DRAIN) 'CARLSBAD MUNICIP~L WATER DISTRICT Mesvc01 \Dota\ 1469\Aulocod\lP\ 1469ip0 I 1-800-422 -4133 (760)438 -62DO (760)489-34 4 1 (760)438-5241 (760)438 -7753 (760)438-3367 r-- 1 LE GEND STRECT LIGHTS I I I I I I I I I I I I I I I I I I I I I SHECT NUMB ERS ---SUBDIVISION BOUNDARY 9,500 LUMENS 22,000 LUM ENS 5,800 LUMENS -FIRE HYDRANT STREET NAME SIG N STREET NAME SIG N & STOP SIGN ACCESS H.OLE GATE VALVE SEWER PER CMWD PROJECT NO 92-406 owe 383-9 NEW SEWER COMMERCIAL SITE LOT 11 CT 83-36 MAP 11242 NEW WATER SHEET INDE X ) I I VIC INITY MAP / KEY MAP / SHECT IN DEX / NOTES LEGE ND / SUN NY CREEK RD GEOMETRY DETAIL I TYPICAL STR EET SECT IONS I SU NN Y CREEK RD , 1 o+oo.oo TO 13+ 25.00 I SU NNY CREEK RD. 13+25.00 TO 16+25.00 I BADGER LANE 16+25.00 TO 20+07.01 II FOX TAIL LOOP I 0+00.00 TO 11 +57.50 FOXTAIL LOOP 11+57.50 TO 15+30.00 I FOXTAI L LOOP 15+30 00 TO 20+35.5 4 I FOX TA IL LOOP 20+35.54 TO 25+00.00 FOXTAIL LOOP 25+00.00 TO 29+00.00 I FOXTAIL LOOP 29+0D.00 TO 31 +63.68 I WOLVERI NE TERRACE 9+97.80 TO 14+50.00 1 1 WOLVERINE TERRACE 14+50.00 TO 18+09.65 COYOTE COURT 10+00.00 TO 14+00.00 I COYOTE COURT 14+00.00 TO 18+69.51 I COYO,E COURT 18+69.51 TO 19 +93.15 I LYNX WAY 10+00.00 TO 12+79.36 I ACCESS ROAD TO LOT 173 J SEWER FRO M FOXTAIL LOOP TO SUBBOU NDARY J ~~;;tN~Ewi ;6~A~o~~~f1~111ii~t~~~riv E J PRESSURE REDU CING STATION L PRE SSURE REDU CIN G STAT ION __ STREET NOTE S: 1. ACTUAL STRUC1URAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CO NDUCTED BY A PROFESSIONAL ENGINEER OF FHE STATE OF CALIFO RNIA, PRINCIPALLY DOING BUSI NESS IN THE FIELD OF APPLIED SOIL MECHANI CS, ON THE PREPARED BASEMENT SOIL. THE "R" VAcUE TESTS AND THE ENGINEERED STRUCTURAL SECTIO N MUST BE SUB MITTED TO THE ENGIN EERING INSPEC10R FOR REVIEW AND APPROVAL A MIN IMUM OF TWO CITY WORKING DAYS PRIOR TO BEGINNI NG WORK . 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS. UNDERGROUND CONDUIT RUNS , SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS -BUILT " PLANS NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT-OFF" TYPE 3. ALL UNDERGROUND UTILITIES AND LA1ERAL5 SHALL BE INSTALLED PRIOR 10 CONSTRUCTION OF CURBS, CROSS CUTTERS OR SURFACING OF STREETS . 4 STORM DRAIN PIPE SHALL BE REINFORCED CONCRElE PIPl WITH A MINIMUM D-LOAD OF 1,350 OR ASBES10S CE MENT PIPE WITH A MINIM UM D-LOAD OF 2,000. FOR PRIVATE S10RM DRAIN PIPES, UP 10 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS 15' AND BACKFILLED WITH 3/4" ROCK PER SDRS S-4 TYPE "C" AND PIPE MEETS ASTM STANDARDS 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LI NE IS TO BE ABANDONED 11 SHALL BE RE MOVED WITHIN TWENTY FEET OF BUILDING OR STREEl AREAS AND REPLACED WI TH PROPERLY CO MPACTED SOILS. IN OFHER AREAS 1HE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIRE MENTS OF TITLE 24, CALIFORNIA ADMIN ISTRATIVE CODE 7 STREET TREES SHALL BE INSTALLED PER SECTION IV O 3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL 8. FlRE HYDRANT MARK ERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS owe M 19 , 9. ALL SURVEY MONUMENTS AND POINTS 1HA1 ARE DIS1URBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT I 0. TW0(2) SET5 OF SURVEY(CUT) SHEETS SHALL BE PROVIDED ro THE CITY ENGINEERING INSPEC10R. BASIS OF BEAR INGS THE BASIS OF BEARING HEREON IS THE NOR1H LINE OF 70.50 ACRE TRACT OF LOT "8'' OF RANCHO AGUA HED IONDA PER MAP NO. 11242. I.E. N81 "4Q'4 7··w ' I ' . H//'14 KEY MAP 1" -200· OWNER: CANAM PROPERTIES L L.C. RE MAINDER PARCEL \---PRESSURE REDUCI NG STATION _______ J DE CLARATION Or RE SPO NSIB LE CHAR GE: V IC IN ITY MAP NO SCALE I HEREBY DECLARE THAT I AM THE ENGIN EER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONS IBLE CHARGE OVER THE DESIG N OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFI NED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PRO,JEC1 DESIGN. MANITOU ENGINEERI NG COMPANY, INC . 350 WEST NINTH AVENUE, STE "g" ESCO NOI DO, CA. 92025 TELEPHONE · (760) 741 -9921 ' BRIAN, C. REGAN' "P.E. C35343 DATE EXPIRES 09-50~03 ~QI L'5:,j C ~€ C/0 RUSSELL W. GROSSE DEV CA. 5850 AVENIDA ENCINAS a -~ tUJ ~3-L 1 .,, CARLSBAD, CALIFORNIA 92008 * !JP 112!2/= * ASSESS OR 'S PAR CEL NUMBERS 209 -090-0 I THRU 11 REFERE NCE DRA WI NGS DWG. 361-6 DWC. 361 -6A COLLEGE BLVD/EL CAMIN O REAL- OFFSITE IMPROVEMENT PLANS THE fERRACES AT SUNNY CREEK- GRADING PLANS CARLSBAD WATER MUNICIPAL DISTRICT ~., {, ~, ..... ._ WILLIAM [. PLUMMER RCE 281 76 DEPUTY CITY ENGINEER EXP J/.l 1/02 4-12-00 DATE PRO,/CCT I I I SEWER NOTE S: I SINGLE-FAMI LY RESIDENTIAL LOTS SHALL BE SERVED BY A FOUR INCH(4") LATERAL SET Al A MINIMUM GRADE OF TWO PERCENT(2.0%) WITH A MINIMUM DROP OF 0.3 FEET . 2 ALL LATERALS SHALL BE CONSTRUCTED TD A MINIMUM OF FIVE FOOT (5') DEPTH 10 10P OF PIPE AT PROPERTY LI NE AND SHALL BE CLEAR OF TH[ DRIVEWAYS . ALL LATERALS SHALL BE CLEARLY MARKED WITH AN "S" ON THE CU RB . J. LATERALS AND MAINS SHALL BE 100% AIR TESTED AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS SPEC IFIED IN THE CITY OF CARLSBAD STANDARD SPECIFICATIONS 4 CLEAN-OUTS SHALL BE INSTALLED ON ALL LATERALS WITHIN THE RIGHT-OF-WAY CLOSE 10 THE PROPERTY LI NE USING A WYE CONNECTION IN ACCORDANCE WITH CMWD STD DWG S-7 AND REQUIRE MENTS OF 1HE CITY ENGI NEERI NG INSPEC10R . 5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY FHE ENGINEERING INSPEC10R PRIOR 10 BACKFILLING. 6. ALL PIPES SHALL HAVE BEDDING IN ACCORDANCE WITH ~ENT EDITION OF THE STANDARD SPEC IFICATIONS FOR PUBLIC WORKS CO NSTRUCTION (GREEN BOOK). 7, PRIOR 10 ACCEPTANCE OF ANY SEWER LINE BY THE CITY, ALL MAINS SHALL BE FLUSHED CLEAN ED USI NG THE "WAYNE " BALL METHOD AND MAN DREL TESTED. 8. ALL ACCESS HOLES SHALL BE PA 1CHED WITH "HOT MIX" AC EQU IVALENT 10 THE ROAD SECTION (6" MINIMUM). 9. 1W0(2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED 10 THE CITY ENGI NEER ING INSPEC10R . SEWER MAIN AND APPURTENAN CES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DIS1RICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", AND 1HE STANDARD SPECIFI CA110 NS, MARCH 1993, AND THE STANDAR D SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITIO N (GREEN BOOK). 11. 1H[ CON1RAC10R SHALL OBTAI N AN EXCAVATION PERMl1 FRO M THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO AL L PROVISION S OF 1HE STATE CONS1RUCTIO N SAFETY ORDERS. 12. BEFORE ANY CONNECTION 10 THE DISTRICT'S EXISTING SYSTEM, A PER MIT SHALL BE OBTAIN ED FROM THE DISTRICT. IT MUS1 BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERIN1ENDEN1. I 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PER MIT SHALL BE REQUIRED. 14 THE CONTRACTOR SHALL NOTIFY fHE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR 10 THE BEG INNING OF CONSTRUCT ION. (TELEPHONE NO. [760] 438-3891) WATER NOT ES: I. WA 1ER MAIN AND APPURTE NANCES SHALL BE CONSTRUCTED IN ACCORDANCE l',1 TH TH E "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GU IDE -GENERAL DESIGN REQUIREMENTS AND Sl AN DARDS AND SPECI FICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WA1ER FACILlflES, DATED OC10BER 1993, OR THE LATEST REVISION. 2. THE CONTRAC10R SHALL 081 AIN AN EXCAVATION PER Ml1 FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE AN Y EXCAVATION AND SHALL PROVIDE PROOF OF OSH A NOTIFICA1I0N AND SHALL ADHERE 10 ALL PROVI SIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY CITY OF CARLSBAD DEPUTY CITY ENGINEER AND DISTRICT SUPERIN TEND ENT. I 4. A PRECONSTRUCTION CONFERENCE MEETI NG SHALL BE HELD A MI NIMUM OF 7 I DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SH ALL NOTIFY THE _ _J Cl1Y or CARLSBAD ENGINEER ING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUC TION (TELEPHONE N0.7 60-438-j891 / fUk SCHEDULJ NG. 5. NO TREES OR STRUCTURES SHALL BE ALLO WED IN THE WATER LI NE EASEMENT, ALL EXISTI NG 1REES AND SIRUCTURES SHALL BE REMOVED PRIOR 10 6 COMM ENCEMENT OF WORK -ANY EXCEPTIONS SH ALL REQUIRE WR ITTEN PERMISSION FROM 1HE DISTRICT ENGINEER. fHE EXAC1 HORIZON1AL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LI NE LOCATED BETWEEN THE DETEC10R CHECK VALVE AND BUILDING SHALL BE DETER MINED BY THE CITY OF CARL SBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AN D APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 1',1 1H THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUC 11 0N OF RECLAIMED WA1ER MAINS -CARLSBAD MUNICIP AL WA TER DISTR ICT", OC10BER 1993 OR AS AMEND ED. 8 ALL BURIED COPPER PIPING AND APPURTENAN CES SHALL BE PROTEC IID BY MEANS OF CATHOD IC PROTE CTION. IF DEVELOPER/O WN ER CONDUCTS A SOILS 1ES'I REPORT AND DEMONSTRATE S 1HAT PROJECTION CAN BE PERFORMED IN AN OTHER MAN NER, THE DISTRICT ENGINEER WI LL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 9 THE CONTRAC10R SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERI NG INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THA1 INSPECTION MAY BE PROVIDED AND SHALL COORD INA1 E HIS WORK WITH DISTRICT REPRESENTATIVES TELEPHONE: (760)438-389 1 I 0 . THERE SHALL BE O" DEFLECTION AT JOINTS AND NO BENDING OF PIPE. USE HIGH DEFLECTION COUPLINGS AT JOINTS AS NEEDED FOR MAX 5' DEFLECTION USE SHORTER PIPE LENGTHS AS NEEDED 10 ACHIEVE RADII CITY Or CARLS BAD FIRE DEPARTMENT "AS BU ILT " REQUIREMENTS NO. OF F.H.(S)_8_F,FLQW FIRE MARSHAL 1500 G.P.M, OUT OF_1_F,H.(S), 941:_/J)l◄,/>}i,,.,O L?~.,,. 't 'P.E. 5 7 7 't i:> EXP . 12 ·) 1•0 < DATt DATE INSPECTOR , I ,j' "'. "' q DATE DWG. 361-6C COLLEGE BLVD -MASTER PLAN STORM DRAIN PLANS DWG 383-9 SAHTIE SOUTH AGUA HEDIONDA 1-----1---l-------------+---+---+--+----l I sHl EET I CIT Y OF CA RLS BAD I SHEETS] ENGINEERI NG DEPARTMENT 24 ==='-=================="==== TRUNK INTERCEPTOR (LINE E) owe. 361 -6D COLLEGE BLVD/EL CA MINO REAL- 36" CML & C STEEL WATER LI NE BENCII MAHK I I!/ I i I 1 \ \ l 11 ·Jr I 11 C[NT[RUNE W[LL MONUMENT STAT/ON 39 7 +04 EL CAMINO REAL. 1 .45 MILES fiORTH_ Of-INTERSECTION W 7PALOMAR AIRPORT RD. COUNTY 0> SAN DIEGO 90.20 , 1 Tl 11 N.G. VO. 29 I Z5 o SEE 5/IEET/8 5EE 5/IEETfi SEE 5//Ec7 ~ 5EE 5//EET 4 FIN4L STREET PAIi/NG SECT/CNS 2 12 0 1 M.E. RE.PLACE S HT5 12 2.0 2.1 11/00 M.E . REVISE SHT. 5 a 6 -18 ·,SWR. WTR. L4T.S DATE INITIAL ENGINEEF~ OF WORK REVISIO N DESCR IP TION /----0, ·0/ DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: THE TERRACES AT SUNNY CREEK C.T . 96-02 TITLE SHEET APPROVED PE C23 OWN BY:~-- CHKD BY TlJl, RVWD BY· Tl.B 9 EXPIRES 12 31 01 PROJECT NO. C.T. 96-02 DRA WING NO. 361 -6B CMWD 98-501 I ' • ' r , ' .. J: z c;; • L ~ Cl' fT T 0 I z Gl z C s al m _J 0329 04 1/ s Ill l'T1 I Mesv,-01 \Doto\ 1469\Auloc.Jd\lP\ 1 4691P02 WOR I( TO DE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS. CURRENT AT THE TIM, O, CONSTRUCTION, AS DIRECTED BY THE CIT'r ENGINEER 1 CARLSBAD MUNICIPAL CODE 2 CITY OF CARLSBAD SI AN DAROS 3. I HIS SCT OF PLANS 4. R[SOLUllON NO 4292 DATLD JULY 1, 1998 5 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6 SOILS REPORT AND RFCOMMENOArlONS BY Cf.lARLES H CHRISTIAN DATED· MAY 11, 1999 / IHE SAN DIEGO AREA RE GIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STA NDARDS. 8. CALIFORNIA COASTAL COMM ISSION DEVELOP MENT PER MIT CO NDITIONS DATED ____ N~/_A ____ . 9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER . SEWER AND RECLAIMED WATER. LEGEN D DESC RIPTION DWG .NO. STAMPED CONCRETE FOR MEDIAN............ ........... . . ......... .. ... . . ...... . THE PREPARATION OF SUBGRADE AND PAVING OF STREETS ........................ . THE RE-SURF ACING OF EXISTING STREETS (UTILITY CUTS) ......................... . THE CONSTRUCTION OF 6" TYPE "G " CURB AND GUTTER. _ .... (G-2)- THE CONS RUCTION OF 6" TYPE "B-1" CU RB .. . ...... (G-6). THF CONSTRUCTION OF CROSS GUTT[R AND CURB RETURN SPANDREL ....................................... (GS-9 & I O). .. (G-12) .. THE CONSTRUCTION OF 4 INCH P.C,C SIDEWALK ... (G-7) THE CONSTRUCTION OF CONCRCTE DRIVEWAY .......................... (G-14C) ... . THE CONSTRUCTION OF PEDESTRIAN RAMP ........ TYPE A .. '(G-27) ..... . THE CO NSTRU CTIO N OF CU TOFF WALL. ..... -... , .............. (G-22) .... . THF INSTALLATION OF STREET NAME SIGNS & STOP SIGN ... "'(DS-13) .... THE INSTALLATIO N OF SFRELT NAME SIGN .... ........... "'"(DS-I3) .. THE INSTALLATION OF SURVEY MONUMENT S. (M-10, 13) ... THE INSTALLATION OF HIGH PR[SSUR[ SODIUM STREET LIGHTS (5,800. 9.500. 22,0DD LU MEN)... . . . ............. •(GS 6 & 21) . (E I). THE CONSTRUCTION OF SEWER ACCESS HOLE. THE CONSTRUCTION OF WAT ER MAIN . .. ......... . THl CO NSTRUCTION OF CONCRETE ANCHOR ...... THE INSTALLATION OF GAT[ VALVE .. THE INSTALLATION OF 1" WATE R SERVICE THE INSTALLATIO N OF 2" AIR & VACUU M VALVl ASSEMBI \ . THE INSTALLATION OF SEWER LATERAL THE CO NSTRUCTION nF S[WFR MAIN ..... (S-I) . .. ...... "'(DWG-W18 . -WI 9) "(D WG W16 ). .. • '(DWG-W2) . "'(DWG-W7) ... . "(DWG S 7) "(OWG-SS). SYMBOL QUA NTI TY 1250 SF 213,7D9 SF I I 106D SF 11,199 LF 812 LF 4,052 SF I . I 51,954 SF 173 EA ~ 15 EA 11 2 EA •-1 EA 5 EA 15 EA a r( 21 EA ' ' 20 EA 6,059 LF 2 EA --®-11 EA 1 74 EA • 1 EA ' r 174 EA 5.810 LF ( ) ... ( ) INDICATES SAN DIEGO ARFA REGIONAL STANDARD DRAWINGS INDICATES CALIFOR NIA D.O.T STANDARD PLANS. INDICATES COUNTY OF SAN DIEGO DESIGN STANDARD INDICATES CARLSBAD MUNICIPAL WATER D!STRICT STA NDARD DRAWINGS. INDICATES CITY OF CARLSBAD STANDARD DRAWINGS STREET IMPROVEMENTS PER CITY OF CARLSBAD STANDARD DRAWINGS DRAINAGE SYSTEM· CITY OF CARLSBAD STANDARD DRAWI NGS. SAN DIEGO COUNT'( FLOOD CONTROL DISTR ICT SAN DIEGO AREA REGIONAL STANDARD DRAWIN GS, MAY 1986 WATER SYSTEM: CA RLSBAD MUNICIPAL WATER DISTRICT STANDARD PLANS ANO SPECIFICATIONS (FOR POTABLE ANO RECLAI MED WATER) NOTE: THE REMOVAL OF ACID CON NECTION TO EXISTING IMPRDVFMENTS ARF AS SHOWN ON THFSF Pl ANS JOINING OF NEW PAVEMENT SHALL 8[ AS REQUIRED BY THE PUBLIC WORKS DIRECTOR ADDIT IONAL PAVEMENT OVERLAY OR REPLACE MENT MAY BE REQU IRED LEGEN D CON TINUED DESC RIPTION DWG.NO. SYMBOL QUANTITY THE INSTALLATI ON OF 2 INCH MANUAL AIR RELEAS[ ASSEMBLY ...................................................... (DWG-W6) ... .. ■ 19 EA THE INSTALLATION OF 2 INCH BLO WOFF ASSEMBLY .......... ••(D WG-W6)._ .. 18 EA THE INSTALLATION OF CAP ASSEMBLY ......................... (D WG=~j~\' .. . 3 EA THE INSTALLATION OF FIRE HYDRANT ASSEMBLY (JONES 3700) ... "(DWG-WI ) 9 EA THE IN SFALLATION OF CO NCRETE THRUST BLOCK ......... (W15, I 9)"(D WG-W6). 18 EA THE CONSTRUCTION OF STORM DRAIN ............. . ... .. ........ (0-60) ..... . 4797 LF THE CONSTRUCTION OF STORM DRAIN CLEANOUT TYPE ''A'' .. (D 9) ... 19 EA MANHOLE COVER LOCKING DEVICE.-.. 2 EA THE CONSTRUCTION OF TYPE "8-1 " CURB INLET ...... '(DS-1) & (D-2) ...... 24 EA THE CONSTRUCTION OF SIDEWALK UNOERDRAIN PIPE ............ (0-27) .... . 175 EA THE CONSTRUCT ION Of CAFCH BASIN TYPE "F" ............................ (D-7) ... . .:....{o] 1 EA THE CONSTRUCTION OF HEADWALL TYPE ''A", TYPE "B" ... .. ........... .. . .............. (D-30, D-32). ==-~II 1 EA THE CONSTRUCTION CONCRETE LUG .......................................... (D-63) .... .. I EA THE CONSTRUCTION OF RIP RAP ENERGY OISSIPATOP ·-. . . . (D-4D) .. ~ I 8 CY THE CONSTRUCTION OF PRESSURE REDUCTION STATION ... I I 1 EA CONS rf RUC rfI ON NOTES : I) WATER AND SEWER LA[[RIALS SHALL HAVE A MINIMUM SEPARATION or 5' 2) 2' MINIMUM BETWEEN SUBGRADE AND TOP OF PIPE 3) ALL METER BOXES SHALL BE POLYM[R CONCRETE MANUFACTURED BY ARMORCAST OR EQUIVALENT 4) WATER METER SILE 10 BE DETERMIN ED BY CMWU SI GN I NG & STRIPI NG PLANS : GENERAL NOTES: I THE CONTARCTOR IS RESPONSIBLE FOR ALL SIG NI NG AND STRIPING. 2 SIGNING STRIPI NG ANO PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFF!(. MANUAL, CAURANS STAN DARD SPECIFICAFIO NS (JULY 1995 OR THE LATEST VERSION THEREOF). THESE PLANS AND THC SPECIAL PROVISIONS. 3 ALL SIGNI NG AND STRIPING IS SUBJECT lO THE APPROVAL or THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 4 ALL SIGNING AND STRIP ING SHALL BE REFLECTIVE PER CALTRANS SPECI FICATIO NS STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE 3M HIGH INTENSITY SHEETING OR EQUAL. 5. EXACT LOCATION OF STRIPING AND STOP LI MIT LINES SHALL BE APPROVED BY FHE PUBLIC WORKS DIRECIOR OR HIS REPRESE NTATIVE PRIOR TO INSTALLATION 6 7 8. 9. CONTRACTOR SHALL REMOVF All CONFLICTING PAINT LINES, MARKINGS AND PAV[MF NT LEGENDS BY GRINDING DEBRIS SHALL BE PROMPTLY REMOVED BY lHE CON1RACTOR ALL PAVEMENT LEGE NDS SHALL BE THE LATEST VERSION OF THE CALTARNS METRIC STENCILS, 1 IMIT UNFS AND PAINTED CROSSWALKS SHALL BE 1-IELD I OCATED. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OIHERWI Sl SPECIFIED 10. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. I I PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPI NG AND MARKINGS WITHI N THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" COND ITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR 12. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. I 3. FIRE HYDRANT PAV EM ENT MARKERS SHALL CO NFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL AND THE SAN DIEGO REGIONAL STANDARD DRAWING M-I9. 14 WHE N A SIGN IS ATTACHED TO A POLE. If SHA LL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKCT WITH STRAPS. 15. ANY DEVIATION FRO M THESE SIGNING AND STRIPING PLANS SHALL 8[ APPRQV[D BY THE ENGINEER OF WORK AND PUBLIC WORK S DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 16 EXISTING SIGNS REMOVED BY THE CO NTRACTOR SHALL BE DELIVERED BY TH[ CO NTRACTOR TO THE CIT'I OF CARLSBAD PUBLIC WORKS YARD AT 4D 5 OAK AVENUE. 17 STOP SIGNS SHALL NOT BE RE MOVED UNTIL TRAFFIC[ SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIV[ 18. WHERE R7 SIG N AND TYP[ N-I OBJECI MARKER ARE TO BE INSTALLED IN A TWO FOOT WIDE MEDIAN NOSE, THE R7 SIGN SHALL BE I 8"X 24" AND THE N-1 OBJECT MARKER SHALi BE I2"Xl1". I 9. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CO NTRACTOR EXCEP1 THOSE SIGNS SPECIFICALLY SHOWN AS [XISTING TO BE RELOCATED OR TO REMAIN 20. STRIPED CROSSWALK S SHALL HAVE IO FOOT INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. ' I 2.-Jl -ol REVIEWED, BY: a V ,./ /.,,.~ I I }, "!, C'-f' INSPECTOR DATE 1----J---+-------------l1----1---1----1-----l I sH2EET I CIT Y OF' CA RL SBAD ~4 ~===-====E==N=G=IN=E=E=R==IN=G=D=EP=A=R=T==M=E=N=T=== I_~ BENCH MARK O[SCR/PTION, CENTERLINE W[LL MONUM[NT LOCA noN STATION J9 7+04 El CAMINO REAL. 1.45 MllfS NORTH OF INTfRSECTION W/ PALOMAR AIRPORT RD. RFCORO[Dc COUNTY OF SAN DlfGO ELEVA T/ON: 90.20 DA TVM· N.G. V.D. 29 DATE INITIAL DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL DATE INI TIAL CITY APPROVAL IMPROVEMENT PLANS FOR THE TERR ACES AT SU NN Y CREE K C.T. 96 -02 WORK TO BE DONE / QUANTTTIES LLOYD HUB BS" PE C2389 EXPIRES 12 /31 /01 OWN BY: __ _ CHKD BY· TJ,.R RVWD BY·J:LR PROJECT NO. C.T. 96-02 DRA WING NO. 361-6B .P ' ~ 0 JJ ~ z Gl 2_ '-$ CD m I1 0 JJ ~ z G) z C $ CD 'B ·~---~ 032904 0 Il t z Cl z C $ (D m ]J ..,E N rRAI N-1 I , ,vl ~UBU1-UIILIT'r [i\:.,[MF\JT I HA . i 4' 1-- -A I ' L ,4 7; t ,· 2¾ r,···n 11J-~ ., ·n ,. <. 'n ---- t1-1 t~·,·y~ \,~1 . ' .-. ,.,,, _ _:.:~.:iJ l ,i.,,,, ' ,➔ SIDEWALK o- -,...._ a·· SEWER f "fYP£ "C--2" LUr"'H -~ I I ITf[~' / IN I I ll A B ( fYP ' (TYP ICAL) // 12" WATE~ FOX TAI L LOOP , COYOTE COU RT, WOLVERINE TERRA CE & LYNX WA Y (PR IVATE) CUL -DE-SAC STREET NO SCALE T.I. 4.5 MIN . S TRU CTURAL SECTION~ 4''AC/4''AB Cf[ SfR[[T NOT[ I/ 1 SHE[T /11 L'.l.., COYOTE, FOXTAIL AND ,~Y NX -~,"AC /4"CAB WO LVERINE TERR .-4 A.C ./5 CA.B . ACC ESS TO LOT 173 PUBLIC UTILITY & ACCESS EASEMENT TOP OF CURB = Ci_ EL PLUS 0.1' NO SC ALE T.I , 5.0 MIN . STRUCTURAL SECTIO N~ 4"AC/4 C i\ B ~ E£ {_'.:{PHI /,1 l/ /11 ,H[ET 1 EL CAMINO REAL CO LLEGE BLVD SUNNY CREEK RO . BADGER LANE NOT£ HORIZONTAL AND VERTICA L LOCA r/ONS OF SEWER AND WATER LINES ARE APPROXI MATE. SEE INDIVIOUAL IMPROVEMENT PLANS FOR EXACT LOCATIONS ''-------18" SEWER PER CMWO PROJECT NO 92-406 SEE DWG 383-9 SU NNY CR EE K RO AD SECONDARY AR TERIAL STA. 10+76.00 TO STA. 14+61.43 NO SCALE T.I. 8.0 MIN STRUCTURAL SECTION• ¢" IC /5", B • ' oET STPEFT NOTE ii I SHFTT # I /1::, 4 "1/C / 14 5" C4 8 GfNLkA! A.Cl ES , ,1:, Pi IBLI( I IT l1 H\ ASE ME'\/T - 4 5' PUBLIC --..._ UTILITY EASEMENT --..._ ' • I t DE SIGN SPEEDS PR IME ARTER IAL 60 MPH MAJOR ARTERIAL 50 MPH SECOND ARTERIAL 40 MPH LOCAL STR EETS 25 MPH -'" IC, r:. r-\..._ i--~----L 'l, ~ ~. ~ ,}~t • -:--:-. I - !% SIDEWALK 11 (TYPICAL ) "' z 8" WAlER / ,_, :;' I ,,--~a" SEWER ~.J .. Trf'r "r, 2" _1Jr,1U ,\. 1,UI IEh H\J I I 4R<T1I BA DGER LANE RD. (PR IVATE) LOCAL STREET NO SCALE T.I. 5.0 Ii\ MIN STRUCTURAL SECTION~ 4·'AC/4"CA'fr ::,ff __ /H,'11 NtiTL ;11 ,H([T /1'1 FOXTAIL I_OOP, COYOTE CT CUL DE -SAC STREETS 25 MPH WOLVERINE TERRACE & LYNX WAY 111·:N <'II MAH K ' , • ,. ', CENTERLINE WELL MONUMEN T STATION 397+04 EL CAMINO REAL, 1 45 MILES NORTH OF INTfRS[CTION w/PALOMAR AIRPORT RO. COUNTY OF SAN DIEGO 90.20 ,, N.G .VD. 29 DATE 1'NsPECTOR l---+--+-------------,---+--1---1---l I SH3EET I CIT Y OF CA RL S BAD [sHTITsl ENG INEER ING DEPARTMEN T L.3.'±_j :==::....::::=========-==~ (3\ FINAL STREET SECTION /1\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL IMPROVEMENT PLANS FOR: THE TERRACE S AT SUNNY CREEK C.T . 96 -02 STREET SECTIONS APPROVED ~ 1,4/ ~ LLOYD HUBB S 1/PE C2388EXPtt1£Si 2/3T /OJ OWN BY:~~- CH KD BY· ]).R RVWD BY· ILB PROJECT NO. C. T. 96-02 DRAWING NO. 361 -6B CMWD 98-501 4--C e • e ' ! -' • j • , C , 0 ,, r e , T C < • • • l f. 0 II ~ z G1 z C $ 0) rn II 0 II ~ z G1 z C $ CD rn II 0329 04 -. :i ' r > s , ' " T • T " ~ 0 II ~ z c;, z C $ CD rn T1 " ·-'-~ ~; z ' G) s-~ a> ffi I ' C: I=~ +---+ -,-- ,- - - -- - '-' 0 -o m -=F--~ co ,,, O.·-% ~ oo - - - f--e=- I- - -- 00 ----- fr' ---,- o._ I= -0 0 - - -'9 ~ +--+-++ l=±--t--i--+f-->-+ ill -.c. co - - - - S j "'L E: 1-f >R -,,~+· -- ,_ 0 0 -1--..:_ -,_ 1-_7 S-- - - - - , r f -+-- - f-- ,_ - - -- -·- - - o.__ I ---I 1.. - I I J K - ,_ E>-1--+--+-+--4 "' _c, --~ I---,--i---' - . -'---.,__. )- - L--1_.,,- 1--L . ....-__... - - - L ,--f-- - - ~ 00' R]. 6c-s 6,Szf,s - -- • X I _ _.,. _] C - - _)- - ,- l,- =- --- 1,..- ' . -' ·o f--- - - - ,-- - • = - - --- '= - - 1 = --' ,_ I )-,_ -- - --,_ -- -- ' . ,' - -- ,-- -I - - - ,_ -GLF10 I 3 - -- ,_ - - - ,_ - - , - - -- NOTE ROAD SEWER - - - ' ' ---- mo L -- - - = - l:lJ' .-. C. WILE I - +- ,_ ' -- - - - _:_:_I--- -_ -- - -= - '-1----1--i-- - --- - STORM DRAIN & WATER ARE PUBLIC -- -- -- )- - - -_- --4- ' - - - - [} • • _t) -;_ 17 t... I Ll -, -- i-= - - • f-- - - - - - I-= I= ' ,_ ill ---t--1-1' _, ------,_ ~ <D --L --- -. ,. -- - --,_ --,_, - -I---t:----l----f-j:::::_ i--t---t-t--t----t-t-+----±~t=ct----t-t--t---t--t~E='f=-=l--f-----+-----, )-L L= C ~ - ---- L - -_ r -__ [.__ 1-=±---l-+--+-f-+c=+==lr=='t~ _t, -t-+--f-f------1+)-~~-_:j--f-+-t-f-+-t-f==¾==l--f-+-t~f-+---'l'L==~t---+ ::;f-f----I----f- -. ". I ~1==1--t----+-t----+-bb:U--t----+-H -i---,= ~ - -- --- - - ---- f-- 0 WATER DATA (PUBLIC) NO 6/BEARtNG RAD IUS LENGT H RE MAR KS 1 2 N6T70'38 ''W -81.00 ' 12" P.V.C_ CL 150 N 6 T 1 O' J8"W -1 59 7 4' l----c-1 20,,,, ~p'-c_ v-'-. c~-"c=-L---c-1 5~0c--------l N67'10'38 "W -105.51' 8" P.V.C. CL 150 10+00 WARNING EXISTING OVERHEAD UTILITIES. USE EXTREME CAUTION . -,- 11 +89 74 108+.J0.46 END 12" PVC WATERLI NE 11 +00 1 2+00 CO NSTRUCT 12 " BLIND FLG 13+00 >-ii3 m 'i'T O STORM DRAIN (PUBLIC) 1-12"x12"x12" FLGD TEE W/lB ~ 1 y_ ::'2: 1 - 1 2" FLGXPJ GV < o 25 NO . 6 /BEARING RADIU S LENG TH RE MARKS > -8" FLG XPJ GV ::r:: n'.' --1 ~ 1-8" FLGXFLG GV 4 6 -0T50'57" 196.00' 26.85' 5 N22'49'22 "E 83.46 ' B" P.V.C. CL 150 12 " CML & C 1~0-G-A~*~*- , "-o_ '-< :," oc O 1 N43'22' 4 1 "W 1 08-08 ' 48" R c _p 1350-D CASKETED PIPE l _ l I .25 FLGXPJ BEND --~-''- 0 -"- 1 ----,-;,--"~"-1 ________ 1,... ___ "' ]fw 's:o 2 N67'10'.J8"W 63.52 ' 48" R.CP 1350-D CASKETED PIPE 1-HIGH DEFLECTION COUPLI NG AS NEEDED 1w (_') 3 ~ ~ 0:::~ ~gt.; .. , 2: c., i 3 N6T10'38"W ~ -171.39 ' 30" R.C.P. 1350-0 CASKETED PIPE 2-2" BO L-'-f--L * O' OEFL[Cl lON SEE WATER NOTE #10 l gJo._~ll ~~t [ ~ '.., ~ m of---• wo:: 1-1=' ~ 2: uJ 3 2 ::'2: 4 6 =06"32'5 6" 225.00' 25.72 ' .30" R.C.P. 1350-0 CAS KETED PI PE I -1" MAR ...._, = .., w f"' -ITT --1 w ~ I t-w t: ;;::: 1-2-1 2" X 8" FLG REDUCER ** AL L CML & C PIPE JOINTS TO HAVE DOUBLE PASS WELDS 1°~ 1o:-~ ~ ~ . 1 + o... N I oQ ~3:: ~ w t: ~ 0 u ~ 5 N76"40'53"W -15A8' 18" R C.P. 1350-D GASK ITED PIPE 3 [~~~ ~,!,x(O ~f-,~, _<t~w o ~~?; 3 u '3 o 6 N22'10'38"W 8 1.43' 36"R C P 1350 -DGASKETEDPll:iE o ~ 0 NO . 1 2 - CENTERLINE DATA DELTA OR BEAR IN G RADI US l [NGTH N6T10'38 ''W 6~0T09'Jg" 200' ---~- I. 75 · 302. 14' -+----25' REMARKS ~ff;::'t"'::::::::::----(U~'-'~iwf~•"'~------7~~ft7lr~-~Vl ..__, ..,-<{~ • -'.:>:<:'. f---:> L..__ > £; ''~"-'cs•.~. ,-It ~-e ~'t·, er ,lcl ,/ ~ ~ f5 N O.:::F c"; ,mo ;i__ t-[ U g ~ u, fS 8 t--4'.: ~~~"'-" ••,~1~\ '---"' f:2 , 3: ;;!::, u o. 0 t -.....__a , (/J 3 z <t" 'y: m o 1 > u; -(fl w u ·,t ~ ~ ;o 'o \ \J l ~+ <3: o O ~~ 8 ~ ~ _vi ;j VJ~ Ul :<t g t:J ~ ~ ~ ~ m i ( 11 " ~•hO ' "-l0 > I <1 I ' I -,-w ? - I , I 1 / u q II: -Q:: 0 =i s;;t ~ IX) t::"i ...... 0... w n_ z Lf) 1--~ * '"tt /'L-1 1·0 '$ LO IXJITT1--U r-...l--O __J -z lO I-~ ~ ~ f"->O:::r--. z o+t ~o '.zo ~o w o(') ~~ +~t 2; -"? .~· + U j---1 <[ 0:::: <[ tl'.. _ Q:: '2 , 2I ~ N (/) N <{ W + ~ / 'i',-;:_ t V 4,~, ~ O a_ 0 '--.a... W .---=:j a_ W "rt_ o._W ' <r:: cj r-;::;7 + !.O V 0. ,-Q __J "> '( (11 '"I ' ,, ~ ;; U 0... n_ (.J ~ 0 ~--~ ~ N -, "" .::::::---J"'---.. 'i--?---1 -/-J------/-/---1------l---J::'.--'."'__::_--------r /c:::___=-------4"'---------.--/7'_'--r--__J'-----------f---+---+-------J; w -~:::-~ t'----,.__ !f51 ~ot / I / -:;; / I 5 CO NCRETE ANCHOR BLOCK W/REINFOR- ING STE EL ,,,,,,-1" THICK X STEEL RI NG ON PIPE 3 " HIGH WELDED I:-; _J w -' __J -3: ,-, r- L_J I \ lY ') I I Tl --=T--"~~"-"~'="!T_1__1_w~-L-1L=t=l/4s 1 t-------._ l~v /1@1 --~ ~ o, ~I ~ ___ //, ~ -~ 1 PER DET 1 [7 . l'J 12+ 75.00 BEGIN -'@ ----1 I I THIS SHT "' N MEDIAN TRANSITIO N I Ft -.....___ lw7 / N / ~ / -,, :r u ,__ ll) , I : I ::;j D:' :c, I j 1---,--+I _____ "'+-:!;+---'--'.:'+---'-~.,----,-::::---:"'J,:__..:2;,;1,;;B:..' _______ ,,... _____ -l-_"'-1----+--~ NOTE I "~AH#10 I I ,,-17 ~ ., ~ 5\,(i) .::-" I / ,_ I [I] ',~----,•-·>',', <{ • ~o z PI P[ _,,,_ BASED ON SOIL BEARI NG CAPACl1Y I I ' - · · '"-'I · :" - - -~ ~ PVC SEWERLLsc--.-0,;k. --+---,,.. __ ___:_=1,-~'' -:''• .',' -,· / 1 _/ o--CQ ,.,., ---------~ 1 :,E E CMWD PROJECT N0 /S2 406 DWG 383 9 ;;, . '·" ~1 "''-''~' • .-~ OF 1500LBS/SF SPECIAL DESIG N _.,,,-u 0 '-·.v..',.'-"'.· -·.,.· .,_.,-., ·,,·,,_,1 • ',.,·· ., '1 •' •. ',·.·•.'.,,•, '.,1·ii),•, 1 • 2 • , .. ;1/' 2 111 1 ~O• '%_,~' ,';.,: , REQUIRED II SOIi BlARNG IS LESS ,, ... :,, -.~. '.·/<<<·-·>>·•_..;,;:,->,:,,:, .'0/:•>>/.'> -• , 1 •✓• ~, • •• --✓ "~'<<«~~--THAN 1 SOOLBS/SF PLACE CONCRlTE I ~ ~ s u N N~y ---REE K RO AD ' ¥ ,._ AGAINST UNDISTURBED GROUND IN O ~ 13 ~ ' ~ TRENCH BOTTOM AND SIDES > SH[ , --------'j W7R7 & TYPE N-1 -_ @. ~ ' -"'1 BCD "" ---;;; ___ , ;,\4 -,' + TREN CH ELEVATION 9+49.00 END 12" _J / '-'-/ ".._ (D...::: p / 3 HGL 325 ~ ~P~V"cC:d'cWA~T~E~RLcll~NE~-Dr----_Jl_~l----fEl----_l__L_ _ _:=---_---<!h~-Y-t4--f--~~:-\:-------t-J_+-----'=-------"----~---;':'j--------"\1~ -, 1-0 If_ PI P[ fRE CH WI TH CONSTRU CT 12" I I 's, e, ,~,._~-~-+-·I"·-.,.:::=:\:-1 --r-,~ i ::._====l===l=="d ========J:====:::;:----1::::; ,-.. END --CAP~ LB I tt I 1,;• .-o '" ' AND, M~.... I ' ; II t5 ~ ~ g ~(\~'---~--------1---------,--------l/'.___ ___ ----,\~'f,L\~J---:/--+\l __ ~!---jl_/,\----+----8f---":;;-'-L ______ +-___ --+---1: FIN ISHED SU RF ACE • -...:.._ I ic' W ' '9Y"~,,i:~-------:f-----="'=~:=__i,7L-/ ___ 77,2'~1/'Wrrf'-,----:j--t,-t-z ---'----_l_-l ______ l 1/--:f-----1' ~ : :, 1 : _J_J ~ ~ -'s7 / 11 + 79 76 ~ \ ~ r--u, ~ __J Q if)l w I I t;;:; ~ # I O lf'! ('<.J__j__Jif1 «:!'=: I r Q w 3: 0 AH 1 1 6 , 7 5, \ 1 en 1~ + .r n. I ~ 0 I-- Lu Lu :r (/) Lu w (/) .'l 20· - - 1 + _,_ ~ : I 11\11 Wt-69., q CJi t~ - - 7.2 B .5 ,_ c-' ,- -- ,_ " - - ILE -Sf' i t E. r-i: ffi V RT ,-E-, - I -t=_ f,.. •.,..- -+~ Lf)l~LJ ~ -. - L -- )-~- - k-_.j_... ~-r: r, ·11-wii 'rl= \•-±ct_t~:tt-H --i ,_ -u, - -., _ --Q,:00..:r..1_,, j1;: CTS ' -, .. J Ye @ J_fi % - - - --- r ~ JI 1 = -I= - -eR . 1 4 r □ CURB DATA (PUBLIC) NO . 6/BEAR ING RADIUS LEN GTH REMARKS 2 N67'10'38"W .'5_00' 54.98' 6" l'(PE "c" CURB & -+-~~~+-~-~~---226-1 4' 6" TYPE "C" CURB & GUTTER GUTTER 3 6~06'32'56 " 232.00 ' 4-+~,:,.~~~occ5~-3~2~-~55~'"' --+ 1 58. oo • --~~-------- 26.52' 5" TYPE "G" CURB & GUTTER ---19-20' 6" TYPE "G" CURB & GUTTER 5 N6 7'10'38"W 7 6~ 180'00'00'.-- 226_ 14' 6" TYPE "C" CURB & GUTTER 35.00' -~5~4-_9-8~, +--6,~. -TY-P~,-"G"c:URB & GUTTER _ _____, 2.00~.c-t--6--2-8~,e-f------6,, TYPE---:B---1-C_U_R~B------j ---- 8 N67'10'38"W 2 15.82' 6" TYPE B 1 CURB 9 10 MED IAN TA PER PER GS~--11--+----6 .. TYPE 8 -1 CURB --MED IAN TAP ER PER GS -II 6" TYPE B-1 CURB 11 MEDIAN TA PER l--+---~- 12 MEDIAN TAPER 13 N67'10'38'W _j 0 PER GS--1-1 --+----6,, TYPE -------l--P ER GS 11 6" TYPE I 2 15 82' 5" TYPE SEWER (PUBLIC) - B-1 CU RB -------B 1 CURB -- B-1 CURB NO. 6 /BEA RING RAD IUS LE NGTH REMAR KS 40' 60' 80' CMWD PROJECT n-406 E N GI N EER IN G CONSULTI NG ENGINEERING CO M PAN Y SURVEYI NG '· "AS BUILT" 9'fa -1;1w ---1..,. v1= ... 3 o 1/ P.E S7 7 y o EXP_r l-J/ -c< DATE REVI ~\JED/ BY, ~ U ~ .en n.. en --10... SEWER DATA /ll_'is:._•~.\9j9\1t~\-1 -~1~ 1? ~tn ~~ <::3 ,·g~ i.o ct:<( __Ja.. y ;;i~ ON SHT 7 .,r j I c, _ u.. n. L.,... \ ,....._ z w c5 <C m _) 1-~ , xx~ • + 0~0 t,~ ~ ~0_2 11+8550 \.,....._o 1 ,..... I wJ I \ I 'I I GRAPH IC SCALE 1" _ ,-L ,..,,/4 / / ::J_ 'fi "-'<-r DATE #4 @ CLR IYP ~~ ~" 1, .. QC EACH FACE J 2 #4 EACH FACE & EACH SIDE OF PIPE _ TRENCH SECTION NO SCALE DETAIL 1 - V I L Cl. w 0 I u z w oc ~ ' N #6 @ 12 OC EACH FACE EACH FACE & SIDE OF PIPE MESVR O l \DATA\ 1 469 \ALITOCA D \IP\ONSITE\ 1 4 691P04 _S \ ' . I [l_ I I r_1 I I [ I I --I I I I I I '< O'"' I .N ~ -.,, 0 W C) Vl,S: Oo (L Doc 0-CW "-o._ ~o C)~ 107+05.00 S1i.IS~VJ ~?3 --:-~ 0 (/J C/L TYP "B-1'' Cl. 1--o-~ ~: 1 1 ~ ~ ~ ci . 1,,U/ PCR " fe vi '.z o::: ~ ~ L= 11' \ ~ f \ ~ -> > <( ~ ~,<( +I.O <r w l!1 \S¼i ~ I --,...__zT~~'~'~=~ '\ :S <Cw o~ n..o.. =3:23 / \ ~ \\~t I / 6~ ~~: ~ :! ~ ; ~ 1 -~LIC UllLITY-7\ > i\ ~\;, 11 1 / g~ w tf'l 1--EASE MENT I + ~ □ I ~x-t.n ei I §~ "''f w 1s 5 SE E SHEET NO. -to~ u o_ ,.., <O "' o . W C, DI GA LE RT I IE NC'II M.i_R !, CENTERLINE WEL L MONUMENT 22 7 "'"' O o o._ Doc fr'W o_o_ SlAl E LAW REQU IRES YOU CALL 2 DAYS IN ADVANCE or DIGGING OR EXCAVATI NG ON A PUBLIC RIG HT OF WAY OR EASE MENT. I· L , 11 I'/ L STATION 397+04 EL CAMINO REAL, 1.45 MIL[_S N ORT)-! OF INTE'RSl;CT/ON W/PALOMAR AIRPORT RD- COUN TY OF SAN DIEGO 1-800 -422-4 133 I I \ , \ I 1/'J 90.20 N.G_V.0. 2 9 'JN S PEC1 □R 11------+------+------------+---+--+---+------t I SH4EET I CIT Y OF CA RLSBAD ~4 ENGI NEERING DEPAR TMENT ~ :===--===========-==~ lo\ REll/5E /I/VERT £LEV OF PIPE~f (JR40E DATE INITIAL DATE IN ITI AL DATE INITIAL ENGINEER OF WORK RE VISION DESCRIP TION OTHER APPRO VAL CITY APPROVAL J .N . 1 469 IMPRO VEMENT PLANS FOR SUNN Y C.T. CREEK 96-02 ROAD LLOYD HU BBSPE C238EXPffiE J,:,/1//4,e> 12 131/01 6 ATE DWN BY: CHKD BY: J:lL__ RVWD BY:~ PROJECT NO. DRAWIN G NO, C,T, 96-02 361-6B CMWD 98-501 > S z ,. ,_ .. C ' 0 :0 ~ z G1 z C $ (D 93 '--------' 0329 01+ 0 :0 ~ z G1 z C $ (D m Il 0 Il ~ z G7 z C $ (D m Il '''------- -- 1---+--+-+--+--+--+_---+-_, _ -= -I-== L - - - 1 +: J/L l'Y .. A 4 G. 3-l!vf--. ._ -,..,.., 0 - -+---+--+---1f-+---l---+-__j__'-'-' ui <i5 N + -- -- t---+ --+-+--+---+----1 - --I-=- -J f--1-1--1--+--+-+-l_~- --+~f---l--+--+--+-=-1- l--'---1=-+----l--l-- - ~ = -I-+-+--l----l~l==--*1-=·· =1:J -+--+---1'-+---l--+-t--1-1--+=+-+--i-1---l---+--I--+= -I~ ~--'"'fl==t=-=:t' ~;;t---1---N t-: \ J,..,.,· ~ ~I __ -H ' I-'" i-= -(,) -i==i'==j:-1•~+---+ -- _, +-'+--+--t--l'-+ :....:_:: .j--.t-==-L --- ~ t-+--+--+--+'-f--+-+-4---4-- --+-/-~-+--+-,_ - --r --' - 100' V - C --t-,1-F--+--+-+--+--i-l--M+--NeJ'1--lf--l--+--'>,; -I ill • 1 ~ ' t-f-+-u--+-1--+-+--+--+--+---+l--1'7 \m..,rl---l-t-+-++--1---l -+----l---+f---+--1---+----l-----1'-f--+--+--+-+---l-f--+-+--l--+---1-l---l---l---+--'-I-- - -- --+---+-+--+--+--L ._E -+----+--+ -I- -~+-+--+--+--+'-f-=+---l-+--+--l--+---1-1--1 -+--+--+-+-+ - -L -' -~ g"p: V.C WI\TE UN ·-1-s., _ ~ > -l-----1--l-- ---,;: i::,:: .(_ ---, "--q -I"'" +-+-::... -1---l--+i-1_t:P"JL-':V~•i. L.. 1-9--0f"0+;;"-+1'~!;,+;.l-w ~ I-+-++--l--='l'='~I +- 1 @ ST 5+ B 1-1 ....:: --at-i -0 - -~ I-< L I- -+--+--+--+--+-f--1 -- - f-j +-1_,=-1-'-e-+-=1-l---l----l -- ' r ,_ ----------- --t-- -□ -:.J ~ -->- I-1==1==1=-l---1----1---l---4-cc-l=_=l---l-iJ --1-='.~~l--l==r==i=-i~--¼=--+ ~--+~"l+--1---~ -f=--j -• 7 ' --- - -- - --!--+-+-+ -- --- -= I-+--±---J - - - I= ,_,::_ff~_J_LLb -- - --= - ---- ,-- m ~i--f--+-~l ~~o~--+ r a.. '-tc r--. o 7 , ~ r, \" -,, , l • t, r:-I r en if'> :;; _ ro -f'-tr.) 11 , 1 , -: "'-I"'\ '\ - - -- W1----1--- ---- -~ - ' ' I< -:: ,_ --- I " v -"-~ 1.011_;;, -·----' '" '--c; ./ l -1..Q R' I.:.'. IN . - --i \ l .l/ U, I J, ,,_, • ' -_;,--Jilt"- ·100 =-J, -N - "' ' "'-Y---+--+---+ -11111==!-~E±L - + --- ,_ - -f--- ---= --=---- -C -+-=-1 --f--+--+--1---+ -- - - --1- -I=-- - - -t-+---- --+-- I-'= l--- --- - ' =+--+'-f--+--1---+--= ---,=-; -- ~ - ' -+- --------- - ----+f--f--+-+--+--1---l = = - --e-----= ::.:_ I---- -' ----- -f-= ' -+-_, - - F= --- - --- ----- -- 13+00 w w 14+00 PUBLIC 15+00 PRIVATE IMPROVEMENTS 16+00 0 NO 2 3 v __ 1/ / (' 0 ,,---- ' ·o 1//1"0101 -- 1 v· 0 20· 60' 80 GRAPHIC SCALl 1 .. = 20' SEWER (P UBLI C) 6,. BFARING R4DIUS I FCK fH N\ 5·4 1 ·29"w -168.00· _ __j_ __ _J__ N16"57'00"[ -79 39· RFMAPKS SEJ_CMW D PROJECT 92 -40_6_ 8" P V.C. C900 8" PVC SDR 35 MESRVO I \ DATA\ 1469\AUTOCAD\IP\ 1469IP05 21 0 CIO 6/BEARING STORM RADIUS ,25 oo· 225 00' DRAIN (PUBLIC/PRIVATE) LENGTH 28 12' 30" R.C P 125.36" 30" R.C.P -'-38.05' 30" RC P 4 7 1 7' JD" RC P 33 67' 18" R.C.P. RE MARKS 1350 -0 1350-0 1350-0 1350 D 1350-0 GASKETED JOINfS GASKETED JOINTS CASKETED JOINfS (PRIVATE) CASKETED JOINTS (PRIVATE) GASKETED JOINTS (PRIVATE) 2 0 WATER DATA (PUBLIC) NO. RADIUS LENGTH REMARKS DIMENSIONS VARY SEE DETAIL SHEET 21 1 • • 1 2 3 6/BEARING 6=60'56' 19" ~ 6= 15·20·29 " N16"57"00"E 195 oo· 205_45· 8" P v c _ ~ 9 6 ----= 0--=0_' -l-"'-5"2-'4-"8_· -1-8" P. V. C. 9 01. 8" P.V.C. CL 150 CL ISO CL150 i CENTERLI NE WELL MONUMENT I I - 11 0 STATION 397+04 EL CAMINO REAL, 1 45 MILES N_O&LH_OF INTERSECTION W/PALOMAR AIRPORT RD. COUNTY OF SAN DIEGO 90.2D i , 11,,,1 N_c_ v.o 29 0 NO. DCLTA OR BEARING CENTERLINE RADIUS LENGTH 200.00· 270.8 1" 29 26' • O" DEFLECTION sr r WATER NOTE # 10 □ CURB DATA (PUBLIC /PRIVATE) -=---------1 NO. 6/BEARING RADIUS LEC,GTH 1 6=15"48'16" 2 6=14'58'55" 232 oo· 53 99 · ~+-==--1 232 oo· so 66' 3 6 =03"46°36" 220 oo· 14.so· 4 N\ 6"57"00"E _ --"-;g 20' 5 N 16"57'00"E 29.20" -+-------+ _ _,_=cc 6 .C.=42".35'09 " 13_4_.5_0 ' 9_~.97' 7 NZ5"38'09"W -30 79' - 8 6=33"44°42" 168.00' 98 95' ='--'----"==-_J_ g 6= 1 2"50'27" 204 oo· • 5_ 72• ---+-'-='--I 1 o 6= 150·00·00" 2 oo· 5.28' - REMARKS 5" Ti'PE "r," CUR B & GUTTER 6" 1'PE "G" CURB & GUTTER (PRIVATE) 6" fYPE "G" CURB & GUTTER (PR ) __ 1VATE-'-- G" Ti'PE "G" CURB & GUTTER (PRIVATE) ~ 6" Ti'PE "G" CURB & GUTTER (PRIVATE) 6" Ti'PE ~CURB & CUTTER (PRIVATE) 6" Ti'PE "G" CU RB & GUTTER (PRIVAfE) 6" Ti'PE "G" CURB & GUTTER 6" TYPE "B -1 " CURB - 11 L',= 12"50"27" L 208.0o_• -l-_4~6---=6--=2•_ L 6" T'/PE "B -I" CURB 6" Ti'PE "B-1 .. CURB 12 NOTE, MED IAN NOSE TO BE PAINTFD YELLO W DATA REMARKS - DIGALERT STATE U\W REQUIRES !OU CA I L 2 DAYS IN ADVANCE OF DIGGING OR EXCAVATING ON A PUBLIC RIGHT OF WAY UR EASEMENT. 1-800 -422 4133 INSPECT □ R t----t--+--------------j--+--+--+-----1 I s 1 ET I CITY OF CARLSBAD ~4 ~=="-'==:::::::E::::N::Gl::::N::EE::R:::IN::::G:::::::D::::E:::::P::::A::::RT:=M::::E:::N=:T==:!__L:~===; ,5\ REV PED. RAMP f STNAMES!GN, AOOSWLK I0/201tx MEC ,K REVISED SEWER AND WATER LATERALS l-c:e-01 ....., , / DATE INITIAL DATE INITIAL DATE INITIAL ENGI NEER OF WORK REVI SION DESCR IPTION OTHER APPROVAL CITY APPROVAL J.N. \469 IMPROVEMENT PLANS FOR: SUNNY CREEK RD. & BADGER LN . STA .13+25.00 TO STA.16+25.00 APPROVED ~ ~ ~~ ,.,/?"'= LLOYD HUBBS PE C239EXPREs 12 131101 DiT DWN BY, __ _ CHKO BY-JI../<. RVWD BY· :n.£- PROJECT NO. C.T. 96 02 DRAWING NO. 361 68 CMWD 98-501 '- t cl " 0 Il ~ z G1 z C s CD m Il " '~---~ ~· ' • ' . 0 Il ~ z G1 z C s CD m II "~---~ 032904 /· ' ii 0 Il ~ z G1 z C s CD m II SL_ ___ _J - +--+--+--+-f---+-+--+--+--+-f---+-+--+--+--+-f---+-+--+--+--+-f----" = = = --' -------------- - - F f---E----+---=-I---= -- t--t--+----t------t-t--t---,-----t----t------t ----j-----j----j------t---' ----j-~ - --t-------l----f-+-=f-----1------j -- -( -----I -= ~ .--- ---b: 4---=-----:i _g =--• ; ----~ ,lll ~~ I-'-~dfi N - ~ -_L -f---+-+--+--+--+----+-f---+---+ --+---+ -+-+--+--+--+-f---+-+--+--+--+-f---+-+--+--+--+-f---+-+--+--+--+-f---+-+--+--+--+-f---+--+----l---4----l----f~Fc-=-1----0 ---+ -1o +--+-+-=1---+f--f--+--+-+-+--+-c-i-t--+---H+--+--l-+--+-++-+--l-!c,J-+n-tl<!o"-· +-+--+~_:!'f,;_~--j<,cJ.~-:'+-,-+---l-t--+-++-+--1 - -- - ,-t----i-----i------t-i--t-,---i-----i------t-i-"----i------t-i--t--t----::: t ---- -.-r- t -- --+--+f----f---+--f---+-+--+--+--+-f---+--+--+--+--+f---f---+--+--+--+--+f----+---+-----t-+--+--+--C---+-----t---+ --+--+- f---+--+--+--f--- ,_ -t-- - f------ - ~ -Err-+c+-t--=1~,-=1-i-="--r==tc---t---=-1-i-=, ---1---~ -~ -+_-----tf---t--+---++ ~~-4-~--:-=i•-t-;;i+-__ --+f--- -- --I --fil; ro __ = : .::-..-c=( i--t---f---t--t--+-1 ;..... =f.-/ -:.:-r:.--------+--+-- ----1-+---1--___:_,:---t-:::::.1--==-f--- --= +-_--+-----t-_-+---+ -t-+-t---1-t-+-+--H. -~_=:"---l-_---l-t---f<:,i--li'"e,_+--l-ctt-f-.-,;'"'2-_li--=_+-+---±----l-_+--f-~-+-+=1----l--1-----t-l-4 _--l~-+--+-c-i _-J---f--4-!--l---+--l-l----,s,Hl--!f---8 +-+--+A'..-°---l--f--+-++-+--!-t---l- tn' '1 ' .,-,-... ~ ,-+-= I.() • r--V 'f----j----t-J--;;;-l=-=cl==l==!==lc==!===l==c!==!=c'J!'"=!c~"=ci=cl===l:==!==ic=l=i=cj=~!-t----t-----j-j-t---t----j----t-J-~iil1'1 rn -h'l+~!-tt--+-----t--'f-~ ----t---t ---t--1~ --==-:f: =:E_ --1"'· II--S-F±:v -i---+-+-+-----t--+--+--t- ----~ P.l. -£-. EL+-=-J 1.-1=--@ --5 ·f\. .8+ 0 >; --~ ~ r-~ 1 -.,-..,:=_t--+---J --ll'.,_;,;c-.·'t~"'l: ~, -+=-----llcd'"-c'-:___....i..--u::.--1 -+--+--w ---e--t~"-4--1-t-1 Y -+-+-+ ---f--+-ttcc--J----I-J-ID -~ ' --+-+-+--+-+--+--+--+f----+--+--+--+---+-----t-+--+--+--< ~ 0 l V ,41 ..... • ,.. g J ~ • ~;:::: .--.j..---' t -.. ' I I , - 1---- -;__ I----=: -f---t- ~-F=+---f=---1-t--+ --+--+ -- - ---- ----- ----:-:-.--=-- ; --t--c-t----t-=--t------t-t--t -+-+----1; -i------i-----------! ~ t-+--+---- -- - -- - - ---~ 1=-+==1 -~+==1 _f---1=-+-++-'l,_,J-1----;=-1-t---f----l--t--t--t---'--1-~ =+-:=::= ,-E-== - -I--~ ---= - -f-- . - - -- --I---- - - --'f 1=-.. --_ I---- --- o -.=ctc=-t==l_~1=-i-c----i=_=li--l=~<'["'-.. _-t- 1 =t=i=t--+=~¼~t-~ __ ¾-+~=+--+ ~--=cl_oc_ *_4' ~ -l~.U n ---- ~ t--t--1----,----;----t-- - - - - --- - - ---- - ,- - - ----"' --t--1---+-t--'F---1 >" "'~ --- - I= ,_ - ---- - - - - - -- -- - - r f- - - "' o • , % +---,._ "" m 1 -.-----1-- ,n O -,_,,.., ;:.2"' ~I= !~ -------r-l=='=:::r=::P4"·~=f9--1=-J--t=-t~E'-t-++-'l--t-f-t-+-+-+-+~f-t--+-+-+--+f-f-t--+- -:= ch -= r.._-~ -•-+--+-----t---1 --1=-~t---f-=----t-t--+m~+-+r-c-+-+--+---+--+--+f----+--+--+--+--+f-----+-,L--+-----t-+-r----+~~-+--+---+-+--+--:j:~~=="-.r:F-~-C"'',,!j:F'E:~:.!·:!-~~::::t-1-1 = - -- -- --r - ,_ -' 1---i-co+E-Rl-_-+v=-1/1-c-_. +1-_r-_---1 ~ f'--=--' -f----~ -~ ;[ ~I ;-·~ ~fl -fl E. ~~ R N c= '-= ~ - - -- - - ------- --~- -~ - r - i=-,- 1=- --- -~ - =-=-I==- _ ll.11.11 BA< -- - 1 -("'\. I- -,_ -~ -- - ----== t-- ----::..: -=--=1----=----- = -f------ =----= 1---l-_..c+-I=~ ---+-_-+ r~ - - --_ -~ ------- -= - - -- --- ---1 ----=---I :?"' --- -- -. - - u, a. - ~f- --- -= L ti ---- -a. ~ _ _n Plc_ t-t--,_,;J_-+1-;; --=- -+ -- ,. • -I - t---t-= - -- - - = - --- - - - - t---1--- : h --~v - -I--'---f----I--7 I-f-- --I-__:_ - -----=--_--t -+-+-+--=J~r:::l---1=-t --f---t---t,---t-+--1---!=f--F-+ -'F--F---'F'--+----=J~f-=1'-+---f--+---+-F--+-+--+-+---+-f--+-+--+-+---+-f--+-+--+-+---+-f--+-+--+-+---+-f--+-+-f---t--+---+--t---+-f---+--+--+--+--+--+--+ -+--+-f---+--+---+---t --- -t--t--+--1-= -· Q f '1 --_ -+-t~b al--""i:--=-----t-i---+----l-t--+~=----t-t--+-++-+--+-t--+-++-+~-=---t--+~-+--t-~-_ji=-_::"+---l-f---f---+-+ -~ --++~ +--+ ---_-+--+ - - :lE --~ ----E-n :-J J--+--t--+--+-1---+-+--+--t,+-+---t....+=t--+-++-+--+-f--+-I -j-,--h----=---=--~ -:...:..__. - ' -t---'--_ -~ --~ - ,i=-1-----i-~---t--~ --+--+ ,r; t-r--t-=i~t--'f-++-+-----+~1=_=-'! -_t--+--~_=--+-_ '-= ~. ~=---- -----=---"--=--==::::: -S '::A I ::- , ? l t=-_- '-----I-- -- -- ----vEt, II Alu._-1'-'--:i' ~=--+1'-' 4--=--!-_ - ,_ - - --I----t-- - ---_;- -------,_ -- -- ·~ t-+-+----i - -~ = = I-~ I- --- - ---~ -----1---f---!-+-++--+---J--f-c-~+; ---J-.-Jf-::_--l----l-+---J-"---j--+--+---l-r f-----+--+ -1---.._____ ---+-I ~I---I--=---t='--t--t=--J-="F--1-'-=t=---1--=-'f +=f'---f~t--h "'l--+-+--t-r--1=-er--.-f-=-+-+-+-+----t-f-t-+-+-+----t-f-t-+-+-+-+-H +-+--=-'l§;.+--!'-----t-t--+-+-+-+-----t-f-+-++-+-----t-t--t-+-+-+'---f-t--cS-+-+-+-----t-t--t-+-+-+--+-f--t--1--H--q----t--a:.~t-11ltP'~--II NOTE ROAD & SEWER ~ ~ m ~ t-\J, ,_.,_ --- - I-I--I-----I--- 16+00 Mesvr01 \Data\ 1469\Autocad\lP\ 1469;p06 0 NO . DELTA OR BEARING , N15·57·oo"w - 17+00 CENTERLINE DATA RADIUS LENGTH REMARKS 382 0 1 • - - 18+00 ~ 0 60' ' GRAPHIC SCALE 1" -20' -- 19+00 111•:NC II \'1.11,h • ' 80' c, -·---- -STORM DRAIN ARE PRIVATE PUBLIC +--+-+--+ -1--1--1'-+---+-'~ - -~ & WATER ARE t--=-t'"'=""" - -.:.:... i-= - --~ ~ 20+00 9 □ NO . 6/BEARINC 1 N 15·51·oo"E • N 15·51·oo"E <> NO 6/BEARING 1 N 15·57·00T 2 N 15·57·00T 0 NO 6/BEARINC N16"5700E -) 42 "--1----- CURB DATA (PR IVATE ) RAD IUS LENGTH REMARKS .Jo oo· 30_00· 332.9 1' 47 78' 46.4 7" 335 09' 6" lYPE "G" CURB & GUTTER 6" fYPE "G"' CU RB & GUTTER 5" JYPE "C" CURB & GUTTER 6" lYPE "G" CURB & GUTTER SEWER (PUBLIC) RADIUS LENGTH REMARKS 175_00· 8" P.V.C. SDR35 2070 1' 8 P.V.C. SDR35 WATER DATA (PU BLIC) RAD IUS I ENGTH RE MARKS 393 30' 8" PVC CL 150 "AS BUILT " QjL ,?-/WJL ,z,71=6"!3>1'.)Y ,,({ "S7 ]'IO EXP. /7 -) I er DATE REVIE..\JEIYBY, / t'. ✓ ,/~ INSPECTOR( - DIGALERT f-------1---+--------------lf------+---t---+----I I SH6EET I CITY OF CARLSBAD [sHErnl4 ENGINEERIN G DEPARTMENT l___3:!__J ~=:'============-'==:::::: STATE LAW REQUIRES YOU CALL 2 DAYS IN ADVANCE OF DIGGI NG OR EXCAVATING ON A PUBLIC RIGIIT 01 WAY OR LASE M[N I 1-800-422-4133 CENTERLINE WEL L MONUMENT STATION 391+04 fl CA MINO REAL, I 45 MILES JG\ ADO CO. •DELETE SWR CONNECTTON~REVCVl<l GRADE &-" NORTH OF /NTERS[CTTON W/PALIJMA R AIRPORT RD. 1"10c:/.=2c.::O.:_/L:::J<'l--'M=EC"--l-'/l-"--'-\'-"REV=lc-S,cE_.,D~S"'E'-'-W .. E"'-R"---"'A'-'N_.,D_.W ... A,._J._.E"'-R-'---"'L-"'AT.._E"'R'"-A=LS..___-----t--f------+c-'·-Occ2sc-_cac_v+-'c~'-'----J.J-I COUNTY OF SAN 01£G0 DATE INITIAL DATE INITIAL DATE INITIAL 90-20 " N.G.V D. 29 ENGINEER OF WORK REVISION DESCR IPTION OllJER APPROVAL CITY APPROVAL J .N. 1469 IMPROVEMENT PLANS FOR: BADGER LANE STA.16+25.00 TO STA. 20+07.01 C.T. 96-02 APPROVED /~c,;.e --:-~ 1 ... /Y/eb LLOYD HUBBS PE C239EXP~ES 12 /31/01 DATE OWN BY, =~-11 PROJECT NO. I DRAWING NO . CHKDBY·JJ.R CT 96 02 361 -68 RVWD BY· :JU"-• • - CMW D 98-501 l [ C □ ::0 ~ z [;] z C s m m ::0 □ ::0 ~ z C) z C s m m ::0 0329 04 □ ::0 ~ z G1 z C ~ m m ::0 : l i i .. " - - -. .. ...-....., j-+- I-I- -I- --i--------- - - - ~ I- _:_ -_ - t- -- - - --' - - - ':_- --- -t--+---t--t---+ -I--+--- -- - - --- --- - - ------ - ~ ~ -=~ t--...., J _- , - . I __ -- --f-- -- u: z -0-' 2c 0 "' UJ ----1='-00 O -- - - - I -. I - -----,_, L-38 03· .:..-2. ' - I----,_ N 0 I-{ ~ kiJ -g-j_ -{ t--1= f-++d=++6o--+-+--L +--+--+--+--1 * ODI JEI D 1 --.1--- -I UTl-R-DE RE 51BN ~ <O "' UJ \I I t I R OFI E C; E: H RI ~1 V z 0 w f+-w u z - ..z_ rr "-- Z i~ i7: i;§- if)J~-" ' - - - -t- HGL 8 .07 1 -,_ j--I--- - - --" ' -- - t- ' -- I- I-,= @-'"! Cl-%- -0 I\_ , - I- -- 0 - h -1----1---"--t-- 3 ,,- N ~ f---l--f;'aci'-'J---f--1 - :u:. I-- - -- 'F 1 - - - 4 2 L; !,. iO 2 ,- -t-- - ' --- !--+-+-~ - --+--+--+-t-+ -- -1--+---f --+---+--c--11-=b-+= I-+--+--+ 1-- - -+--+-----+-t-+ -+--+--+--+----+-t-+--+ --1-t--+---i=t=-t-+ - t-I---+--1---l-l--+--l--l--l--+--+-t-+--!--1-----l---l ---- -- -I- -·-1-t--~ '-~-----1__:r:=t==!==+---l----l-----l--l--+'-=1-~+----1-----l-l--l---l----l----J~-l--l---l--l---l-----l--,k-J---l--l ----- I--+---+--+----+-+-+--+---+--+--l-+-+--+---+--+--+-+-+--+---+--+--+-t-+--+---+--+ -I---1-hcJ==t-+-+----t-rr=J==J='-=i' - -t- t-'=:E''± -=i---1-----,+-' ----+--1 --~-=--F=!---1-1--+-+--+---+--1=-1---'1---f---l -+----+I--- - --. 0 0 0 --=-+ - L ,-C-::) . z "' t-~~~ ~-!2 +---+----l---+-_t-+--1--+--,_ - -1--,_ - t--+---t--t-----t-1---+ - - t--+---t----tc,-j--t -r=- - I-t-=l==l=c--1---+---+---1~t--+==J--t-----t I- I---!---+ ---f---'l='--1---~ - - te - :C-w I--. l.. :.--I-- - 1'1 6 t-- -- I--,_ - - --= -=-1-- - - 0 " =I-_r-.. -=-"' ::: "' = / - - - - - - -- - -- w '- el--+--1-+-,~=-+-H w""'i t- - ..... +,--i--- • L +- - - - I-- - --- ~!_ • ~ t--+-+-t--+-t--+-+-+---±-+~f-=+-+-+-+--+-t--+-+-+-+--+__Jf--+---l-+-+--+--1 ---- -- ' - +-' - ' I-+=-4='-t'-+-+ ~ +-- - -- --l----l-+=+--+--1---I-- I-- --=-I- -e----1-----::::::j::: ,_ - ' --~ ~-l=-l--,___ ---- - -= --- I-_ - = -- -I--' ~ l---------==-I-~ ,_____ ---- = t---- +-- -~ - --b -l---l--+--l--l-l---l----l---l------4------1---1--l----l--+---l--+--t--c-Wl=c=-l---1 --t--t-+--t-i ~--t- , ~+-l---l----1-f---l----1--ll+U'---l---i-.:l.---l---4fl"\~iw -1---1-4==1-41-=1----1-1----+-_ \. 11 1-----V -+- NOTE ROAD & SEWER STORM DRAIN ARE PRIVATE PUBLIC +--+--+--+-+--+-- - -_ I--- -----, - -- ----=-=- --- 0 ' -- f - -~ -- 1--=-+-=±=I= -- - t-+-+--+----l----l -"-- -__j___)_I-I--U-,.l'i-----1 _II' - I.E . 18"=59 58__,, -0 I.E. 8"=60 71 20· 40' ' ' GRAPHIC SCALE I" ~~ SEE ,nw ~ 0 a ll °' '" <t 'g - 0 w 0 ,,., z a:::: u 0 >w Q_ ~ • 0 a:, "' ::=, o_ 0 3 :, -,-u SEE SHEET 60' so· ' ' = 20· Iii MAN IT OU E N GI NEERIN G CO MPAN Y PLANNING • CONSULTING ENGINEERING ' SURVEYING 1 I'll t/ •1 ,, 'IN i><' ,\ ',, , I •N• 1 MESVR01 \DATA\ 1469\AUTOCAD\IP\ONSITE\ 14691P07 - ~ - - ---=t=J=o NO - I I I I 4 9+00 DI GALE RT STATE LAW REQUIRES YOU CALL 2 DAYS IN ADVANCE OF DIGGING OR EXCAVAllNG ON A PUBLIC RIGHT OF WAY OR EASEMENT 1-800 -422-4133 --F +----j-=J=--cj-----t-i- 10+00 20 \ 11 9 J ,-----+-+-I - 11 +00 ILJ__\ _1 s_l ' t-I--1---+---+-=---l & WATER ARE □ CU RB DA TA (PRIVA TE) NO /BEARING RADIUS I_ lNGTH 1 +~N-'-19"-"-=2"-5'_-_0~0_."E~-f----_ -l--4cc8cc-2o,3:_'+-"-6_" TYPE 2 6=28'11'46" 100.00' 49.21' 5" TYPE 3 N4 7' 36' 46"E -50 oo· 6 TYPE 4 6=208'11'45" 38.00' 138.08' 6" TYPE 5 N19'25'00"E 157_50' 6" TYPF w z t __J -- RE_MARKS "G" CURB & GUTTER --- "G" CURB & GUTTER ''c'r CU RB & GLITTER "G" CU RB & GUTTER -----, __ _ "G" CURB & GUTTER 1 8"X8"X6" FLGO TEE * 1 -FH ASSEMBLY 1-8" FLGXP,l GV 1 2"MAR 1 FLGXPJ ADAPT ER I ~ , - I 0 CENTERLINE RADIUS LENGTH ~ +---+----+ -~ 0 STORM DRAIN (PRIVATE ) NO. 6/BEAPING RADIUS LEt,GTH REMARKS 1 N13'33'00"E f------t----------2 6=08'05'53" 400.00' f---+-3 Nl9'25'00"[ - 60.68' 30" R.C.P 56.53' 30'' R.C,P 197 1 O' 24" R.C.P 1350-D GASKETED JOINTS 1350-0 CASKETED JOINTS 1350-D CASKETED JOINTS <> SEWER (PUBLI C) NO A/FlFARING RADIUS LENGTH 1----+---~~--+-----+---1 N13'33'DO'E -40 02' 2 Nu· 33·oo'E -153 45• ----3 N2I'30'54"E -157.61' ~-~- 8" PVC 8" P v.C 8" PVC REMARK C-900 SDR35 SDR35 0 WATER DATA (PUBLIC) NO. 6/BEARING 1 N19·2s·oo"E 2 N64'25'00"[ 3 608'51'45" 4 N 13· 33·oo"E RADIUS LENGTH -155 oo' 4L 98' l-------l--394 oo· 60 94· 69 10· REMARKS 8" PVC CL 150 ------- 8'' Pvf CL 150 8" P.V C. Cl 150 ----- 8"PvC. CL150 * O' DEFLECTION SEE WATER NOff # I 0 DATA REMARKS "AS BUILT " ~ ()j{v.__!),___ z_]Fc.1 t> 7 __ pyo EXP. rt-2 ,.~.,.-DATE IMPROVEME NT PLANS FO R: LIE\( II \I \Ill\ FO XTAIL LOOP (PRIVATE) STA. 1 0+00.00 TO STA . 11 +57 .50 C.T. 96-02 CENTERLINE WELL MON UMENT STATION 397+04 EL CAMINO REAL, 1.45 MILES NORTH OF INTERSECTION W/PALOMAR AIRPORT RD COUNTY OF SAN DIEGO 90.20 111 N.G. V.0. 29 DATE INITIAL ENGINEER or WORK JI\ REV SEW LATE WTR SERV~LOTS 16-25 DA IT INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL Cl TY APPROVAL APPROVED ,•4.---1.'.i.£ <.cc~-~~~/4 1-l 'f?o LI OYD HUBBS ~C23889XPITTES 12/31 /01 6A TE OWN BY: CHKO BY: .11}- RVWD BY: Jtf.- PROJECT NO_ C.T. 96-02 DRA WIN G NO. 361-68 CMWD 98-501 ' t ' ,- ~ C - D :n ~ z G) z C s OJ rn II ~---~ 03290 4 0 II ~ z G) z C s OJ m JJ 0 II ~ z G) z C s OJ rn :n ''----- -->---e---- - -- --!----l------1-----1-+--+ -- -- - - -L -f--!--+----J -:_J. 'G--1...: - - - ., . ' t . l ' '---'---+-1--+--+--+-+-1--+1-{)-f---i---l--ll--l-----1---l+==!==-1 = ----1-1-+---L-l-=-'- '--1llli ,- <D l---l-1-+--!--l----1 = L - - - --4 . Lr ' -P+ 0------+--+---+-~ ~ I "' .1 ·= -l- 1µ..1 1<1 r-- T - :_ t ii CD I -· 'l),: 1--++--F--+-' 13? I -w -r - --J=,L_J__J__JL - I r I 0 -J~ ---·- , P-RDl•l -~ - - ---±rr-f P11~!:::b4--;I-- • a~ p;J.C t -- -j •1.. Ol - - -- = -- -- - -- L 1, -c ~ a---lf"~ '°"z-f--l---1-_, V - - ~- - Q" V11 - - 0 -- 'O " • ·-U--+--1+ 1---+ - --- - ----= ==-- - -1---" -c -L---- -- -_ -_,_ - - - 12. 8 ds j _j-:2. ◄• psi---= - L 7 ~ ~~-+--+-+ 1s.s cs --f=L=~-+-l-+-t-t-1-~:'.:t~l--E~:jc-+-+---1_L+-+-+-+-+--f-jL=j •J-jLlJTl 2 7 fJ:l =-=r----= L_ .j._.._ _ •• 1--1-=---L_ .-T L -- r ·~ -t--t-- - ,_ +- ~ ------= ± l--l-------1L-I--+--+--+---+ - w .i---.:: CL .., "' '-. a, u -f--J--4----!-i--+.=N'-i O r 0 - - - -- - - -L - +---r-t-=i===F" +-+--l--l--±---t=± - -I -t= +-+--!--1--+~ l---- ' I ' F - --1----i-,;4 -'--l--+--l- 1 j +---+--+--+-f-----+--i---+--!-+'---1 - -- -L -L---+-+--/ -+--1 ~ - - --t-=4"-h--1--_ l-_-+--+-1--f ~-1-+--1---t-l ge1+-+-ci-c-/ - ,_ -__ ,i ... - I= ,_ - - --' l--+--!--+--+----11--1-+ I t --- - - - I , ...... _ J. DAN P0 '~1 - -- ~ w· 1-l---=e-H'-l,-·-l' Z Ir, 1- 79 i;1_'i,,6" I )J ' b-, is ~6-1 Ll e= 5, 0 --.1 1.,,----c _=1-----1----1+-+c~c-l >----__.. .. r--o----'--l, ---- -:r ~ ,____j__,_------'---+--'o ~ I ' I~ I ~',J_---l-llu=jc_a--l----l---1--l-1-+---l-- I I h +----l--1--l-l~'----4------l-4 I i ,_ --l--l-----l--l----l--4~1-=t-'-+-_:f---+---l-+-1-4=H +- 1-1=.Q ibo _;;;; 19. 7 ts ~ ' - 1 'CS'l'l --1--l--!--l--4----1-1--+-'-I - - RO-Ftt ~ ---Q l---l-+---1----i------j-J---l-+=l==t=-l-l--+-+--JJ_:cJj---t--tl--+--++-+---t-l--£--++-+-n ,coF L 1-l--- 12+00 0 CENTERLINE DATA ND I 2 DELTA OR BEARING 6 -os20·00·· N 15·05·00·1 - 3 __ N74" 1 s·oo "w 29 RADIUS LE NGTH 29.09" 250 7 4· --+- 92 67' mM ANITO U E N G IN EERING CO M PANY PLA~NI~'~' '"CONS~LllNG I EN GINEERING SURVEYING ,, ' MESVRO i '\ DAT> I 4 69 \ -~UTOCAD\IP\ 1 4691POB RlMAl<KS - L 13+00 NOTE ROAD & SEWER STORM & WATER 0 20· DRAIN ARE PRIVATE ARE PUBLIC 40' 80' GRAPH IC SCALE 1 14+00 SEE SHEET STA. 1 5+30.00 34 . NO. 9 MATCH It - - LINE L 15+00 38 r , +-----~ ~ It 11.Ar~E'l) £ (I5TINC,. All tt4 51\ELF l.'1" ' ' .SEE 1)E,~'TL5 SI\T. . --_,_ - STORM DRAIN PROFI LE SCALE. HORI Z. I ~20 VERT 1 "~4 • 0 STORM DRAIN (PRIVATE ) ---------NO 6/BEARING RADIUS LENGTH PFMARKS ,_ +--'--~~~~--+~==r=-=--+--c=--=-cc-=--=-::--1 6-os20·00·· 487 oo· 2s .33" 24" R.C.P. 135□-o -~ -2 1<16"05°00'l -94.33" 24'" R.C.P 1350 D -1--------3 N06"05'00"E -43 7,' 24"' R.CP 1350 D --+--I---- 4 N26"05'00 "E -43.73' 24 ·· R C.P 5 N16"05'00"E 57.14 ' z4·· R.CP +--------+-+-----..,---...-----6 N7 4"1B'oo"w 79.58' 1e·· R.c P ~ - 1 N5T□4 ·oo '"E -58.75" 1e·· R.c P ~ -- 8 N32"59°26'"W 60.45' 15·· R.C P l---- 9 N6 1"47'29"'E 46.02 " 1 o N 19·25·oo"w 7.25' _ _i __ 18'" RCP - 1350 D 1350-D 1350 D GASKEil □ JOINIS 1350-D CASKETED JO INTS 1350 D GASKETE.D JOI NTS 1350-D CASKETED JOI NTS 1350-D CASKETED JOI NTS ' - <> NO. 6/BEARING 0 NO. 6/BEARl,IG * 1 6~03·20·00" 2 N 1 6'05'00"t J N74" 1 B'oo"w - STORM DRAIN PROFILE SC ALE. HORIZ I ~20 VERT I ··~4· SEWER (PUBLIC) RADIUS LENGTH 22.01' 257.84 RE MARKS a·· P.V C SOR 35 8' P.V.C. SOR 3o I Cl3 74' 8"' PVC SOR "15 WATER DATA (PUBLIC) -,, . cl--+-+--1 - - --------~ RADIUS LENGTH 5 11.00· 29 73' 8'" P.V.C 26 1 82' 8" P.VC -1---;;-10374' 8 P.V.C. REMARKS CL. 150 CL 150 Cl 150 * o· DEFLECTION SEE WATER NO IE # 10 □ NO I 2 3 4 5 6 7 8 9 10 12.. 6/BEARING 6-os20·00·· N 15·05•oo··E 6-90·23•00·· N74" 18'QO"W N74" 1 s·oo··w 6~29"05' 44 •• 6c 148"36'Q4" 6-29'07'20" N15·os·oo"E 6-03'20'00" CURB DATA (PRIVATE) --------- RADIUS LENGTH RE MARKS 482.0o'_ 28.04' 6" TYPE "G" CURB &_<;U_TTER 202.42' 5·· TYPE ""G" CURB & GUTTER -30.00' 47.32' 5'" TYPE "G"' CURB & GUTTER -~ -4,i_34-;-5 .. TYPt "[;" CURB & GUTTER -7 30' 6" TYP[ "'G"' CURB & GUTTER 60.00' 30.4 7" 6" -TYPE "'G' CURB & GUTTER 60 oo· 155 61' 6" TYP[ "G"" CURB & GUTTER 60.00' J0.50' 6" TYPE "G"" CURB & GUTTEI< - 51 s.oo · 165.31' 30.14' 6" TYPE "G" CURB & GUTTER 5'· TYPE ""G ' CURB & GUTTER C[NrERL/N[ W[LL MONUMENT STATION J97+04 LL CAMINO REAL . 1 45 MIL[S NORTH OF INT[RS[CT/ON W/PALOMAR AIRPORT RO COUNTY OF SAN DIEGO 90.20 N c.vD.29 DI GALERT STATf LAW REQUIRES IOU CAI I 2 DA fS IN ADVANCF OF DIGGING OR EXCAVATING ON A PUBLIC RIGHT OF WAY llR EASEMENT 1-800 422 4 13.' "AS BU ILT" Q/4 /Jju,,{.!L_ 'l7Fr.5 D 't IP.E 5..2..~ EXP \"?-71·<>5 DATE REVI[\J ED 1JY, ~ ,,... I / J -f' d...,, I NSPECTOR DATE l---+---1----------------lc----+--+--+----l I s H8EET I CIT Y OF CA RL SBAD [sHETTs14 :====-'===:=E::::N::::Gl::N::::E::::ER::::l::N::::G:::=DE=:P=A::=R=T::=M::::E::=N=T==::::...:~=====: 111•1<10• D'J.IE.T AS·1!>UD.T Mll~~olE a« 11\ REV SWR LATS{ WTR. SERVICES DATE INI TIAL ENGINEER or WORK RE VISION DESCRIPTION DATE INITIAL OTHER APPROVAL - DATE INITIAL CITY APPROVAL I N 1469 IMPROVEMENT PLANS FOR: FO XTAIL LOOP (PRIVATE) STA. 11 +5 7,50 TO STA.15+30 .00 C.T. 96 -02 APPR OVED 1.e:W~ ~1-P'"~ LLOYDHUB8S PE C239EXARES 12 /31 /□1 DATE DWN BY: __ _ CHKD BY: J:UZ RVWD BY: ::TT£ PRO ,IECT NO. C.T. 96-02 CMWD DRA WIN G NO. 361-68 98 501 r ! f Li I1 ~ z Gl z C s: (l rn I1 "+---- ,, i= ~ I ,-.-::., r ~ ~ .~ '1 C ~ t ~ ,_. 0131.0'7 0 :0 ~ z Gl z C s Ill rn :0 u lJ ~ z Gl z C s: Ill m Tl ~I z ' Gl z ~i rn :0 t----l-+--+--+-1--+--J.---t= --~ ! t' -E_ = I-=- -- f--L f-- - -:l -L l- l- l=- -j-L - +--+-- -,_ f- b- -- --- --- r--f--+ L -- - -l--- -----I---+--+---+-+---+--+---+-!-+--- -,--t-~--+--t-----4f--+--+--t---+---j --l- L - -f----- -L - -,_ --+-----+-l-+---l-----+-l--"----"---+-+ --t----i--=--+-t--t---t----t-1-+~ -1-+--+---+--+t-+--+--· = -±--=-~ ~ !---t----+--+--+-f------1 -~ - != -1--+-+=+--=--j ---1="+ = - P---> f-- -- 1 --.-=- hs--, l-1£ f:J -0 t-i==-t---t~t- :tO .--_-'-P. . -I 4.J - ' L - f--/ ,-• - C - --- --= 1---t--+ --l=~_jl = f- > _L--- '---+--+-----t--+-t:c-+.-cf~'t-1 f---1==-l-f--- - --- ----. -- LU - f--- - l-_J-!--f---E -' ----h --r -t---t-t-i=---t---t~t-+-+--+-l=E'-+~ - O-f--f--l- l-L -+--+-+--+--+--+-+-+--L-_-+ f---- ----- 1~---1·-== -+==-l---=1--1---1--_j__j_~l---l-' -~-=1-=-1 _l-' -f--,_ --f-- -- !--l----/_ __ ,_r:: t-+1,a_r:fr:-..+-f---r==t--t--1:=+-+=_t=-+-f--1-t-4f-='-+-+-+--1-i:-+-+-~=-l---d-+--+-+=--+-l--+-+--+~l---1-=ffi. ~ . -=== I= -- -L__ -L__ p -p---- t - _f--• L .' tc ·~,-, --. -~_(.,-}-j ---j-+-+-+--+~+-++ " ,1--t-+-_+--+---t-t--+-+--l~~--'6) .~ 7~· ·- -c=- ~ - - ---= L_11l...J .- = l- I lJ --~-1,, ~ ~~ --- _, 'lll • -·-=r-6 3. ~ "'-!lff;-J >=( V, -F 15+00 40 -- L - -,_ 0 ,n -+ ro - f-- .,---,-% - F @ ~~ ,ooH' _ss \00 1--, .9 f-ns i - i 16+00 v - - - - - L - L L L -r= f- i:;z 1\--!=" z_ 0 ,_ - J.---= ,- - --- - L - - - m :z_ O' ro I ' --- f t=-f--"\ 'ro I---+--+ ' ' ,-.. -- -.--~ -L------- i--.. ,J,Tl-. -- --1= 19 .Q 1--' - 1-:..,,, 100~ 6 . .3 C S """-"FJtl1 ,+.µ1-rl~,-+--+-+-+-+--=1~ L -=-I---__. --L--m. ;-H~~=i ...... :::::1---1=t---t---t--t--t'51-•Ji;:-!-~;: ;!'----t--t--t-t---t--t--t-t-1---+ --+-+-+--+--+-l--+----'l ----- -t- c F- .c---i= -- l- - -- ' -t--l- t=1~-=+--+-+--+-t-==!=c==l==--1~J-c-+'-"-&1,'~§gb--b= -'C " f!--s -_J- ::--~ ·.1.---_j__ .L:_ -.:_ - --f--l-IC /rno-1,r_ ,f-3---Jtr,+-fz-if--cJ=ro•+--z+-+---+-+_--+----,-+--+---1----=t-+---+----l 't -1'-0 ~ f - HlO.l:: 1 6f S- l- ro :::i ._ 0 > ---::z != L f--!---- f-- STORM DRAIN NOTE ROAD & SEWER & WATER ARE --~ ~ ,_ - ARE PRIVATE PUBLIC -'= -,_ l- -- ,-.. N le -,_ 0. f+j "' -,---: --::::: -1'-'++-+--+-+1~'1=4 -- lW :5-_, 3 i f5 ' --100 r~. - - ~ 1--l c-+-t-----i-----i-----t----t---+-1--"-D -~ -;- -'-f-- Hi t-f-- 4' ,41 :::t "R P' ,- - '-- ,_ _; ' """ --' IU - u --i l- c_ ~ ,m --+-l --l~'=i--"" --<.0-,;i,. ,_ +I L "j lrh . . --_, I V • ¢' ,-~ -,_ z --_f-f-~ la "1¾ 1. 6' 8" ➔- -z ,_ -0 s: GIR' ---~ _ 1 Ron-1:: t-~ -+-l--+--+--+-~P,Rr>1 I i=-, l " 1 V. RT. 1"=-4' 99 u • LOT 50 0 0 z 1-w w :I (/) 20' 40' 60 . GRAPHIC SCALE I" -20' DIGA LERT STATE LAW REQUIRES fOU CALL 2 DA\'S IN ADVANCE OF DIGGING OR [XCAVATING ON A PUBLIC RIGHT OF WAY OR EASEM[NI I -800-422 41 33 "AS BUILT " - - 80' 0 STORM DRAIN (PRIVATE) 0 WATER DATA (PUBLIC) '----------: C[N7ERLIN[ W[LL MONUMENT ql/4 l}J /4.&__ 2 7&i:, C,'f 0 NO 1-- 1 2 3 !-- DELTA OR BEARING N74"15'0Q"W L'.=03'42'00" N78'00'00"W CENTERLINE DATA RADIUS LENGTH REMARKS 331 80' soo oo· s 1 55· ~----------~ - 122.08' !--- CO M PAN Y SURVEYING - Mes rv0 1 \Doto\ 1469\IP\ 1 469IP09 NO I 2 3 4 5 6 7 8 9_ 10 <> NO 6/BEAPING RADIUS I ENGTH N74' 1 s·oo"w -133_05' ---!---+-C==c-1 N74' I5•oo·w -9 □ 59' N84'18'00"W -43.75' N64' 1 s·oo"w -43 75' N74'18'00"W -21-81' 1-."-'-'c----l--~-+ -L'.=03'42'00" 787 .00' 50.82' --N78'□□·oo·w -43_44' N1s·oo·oo"w ---yg:54' --7 N23'42'47"W -41 86' --N26'34'3l"W -41.41' 18" R.C.P 18" R.C.P 1 B" R.C P 18" R.C.P 18'' R_CP 18" RC P 18" R.C.P . 18" R.C.P 18" R.C.P 18" R.C_P REMARKS \3:JO-D 1350-0 Ll50-D 1350-0 1350-D 1350-0 13.50-0 1350 D 1350-0 1350 D SEWER (PUBLIC) 6/BEARING RADIUS LENGTH N74"18'00"W -213.31' N76'27'48"W -292_05· -~--~ REMARKS SOR 3S PVC SOR 35 NO. 6/BEARING RADIUS LENGTH 1 N74'18'00"W -200 07' 2 N 7 4 · I 8-, □-□ "w~-t---_---+-',"3"1-'-_ 7"'3-·· - L _ ~ * 3 6~03•42·00" 811.00' 52.37' L 4 N78'00'00"W -'----'-'-'-122_08' NOTE #10 * O' DEFLECTION SEE WATER □ CURB DATA NO 6/BEARING RADIUS LENGTH 1 N74', s·oo"w l--~-2 N74' 1 s·oo"w -164.35' - 67 42' 3 L'.~OS 42'00" 782 oo· so 50· - 4 N78'0□ 'oo"w 122.05· REMARKS 8" PVC CL. 150 8" P V.C CL. 150 (PRIVATE) REMARKS 6" 1YPE "G" CURB & GUTTER 6" 1YPE "G" CURB & GUTTER - - ~1YPE "G" CURB & cur-"rE=R~-- 6" l'1PE "G" CURB & GUTTER - 5 N78'00'00"W +-~--+---6" 1YPE "G" CURB & CUTTER l-----6 6~03·42'00" ---l-= - 1 N74' 15·oo"w - 81800' - 122.08 52.82' 33L80' 6" TYPE "G" CURB &. GUTTER 6" TYPE "G" CURB &. GUTTER - STATION .l97+Q,1 [L CAMINO REAL, I 45 MILES NORTH OF' INTERSECT/ON WIPAl OMAR AIRPORT RD COUNTY Of-SAN DIEGO 90.20 N.G.V.D.29 l Pc S?71'0 EXP .ri.-J,-o r DATE I INSPECTOR' f---------,c----+----------------1-----l------l I sH9EET I CIT Y OF CA RL SBAD ~4 ~=='-'==::::::E::::N:::G::::IN:::E:::ER:::l::::N::::G::::D::::E::::P::::A::::R::::TM::E:::N:::::T===1____l~=;::, =~ IMPROVEM ENT PLANS FOR /1\ REV SWR LAT f WTR. SER V!t'ES DATE IN lllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL J.N. 1 469 FO XTAIL LOOP (PRIVATE) STA.15+3D.O O TO STA.20+35.54 C.T. 96 -D2 APPROVED ~vn~ LLOYDHU8BPE cii~ EXPIRES OWN BY:~~- CHKD BY· TLR RVWD BY: ILR PROJECT NO. I DRAWING NO , CT 96 02 _ 361 68 CM WD ~9~8~5'-=0-'-1 __ I ' T a 'C, £ i 5 g 0 ::ti ~ z G1 z C $ m m JJ 0 JJ ~ z Gl z C $ m m ::ti 032 904 . - ' 0 ::ti ~ z Gl z C $ m m ::tJ ' i ' I i I l I I : , Li 11llt 11t:1 to ii e-+-1-¥lc, _Q\ -+ --t-'1-t--t-' ~' ----t-,_,_ l_,,---+1---t'1--+-j - '-1'1 l[l!l i<:t f--- I t l L ~ l I + l ch -r_: j I I~, i ,------1 ~ j ' r I (v i.'.. I -,_ I I j· .-;.... , N...,, .-\ 1-_,,, HG" -~~' ,1\.,RC~ I -' <ll - t---+----t---+--t-t--, - -+---+-f----+--+--+--+---+---+ - -· \ J GRAPHIC SCALE t" :::i~ I=- 20+50 50 80' CO MPANY SURVEYING MESI/P01 \DATA\14b9\AUIOC.AD\IP\ 1"-6odlP1C ' ' '11 II I L II 2 21+00 I 51 - LJ NO 6/BEARING e I 2 6= 10"42'0[( N-67' 18'oo"w 3 6~49"14 '55" -4 6~22'3,l'36" -~ N66'56'00"W 6_ N76'56'oo"w 7 N25'46'5t"W - / • ' ' ,, ' ' 9 6 22+00 I \ n II 1, I ,:l ~ I 53 - o, I " •' \ II I ·U s1-CD + " " -+---I--+--- ,-, I. , CD I N-' 11 'u STOR M DRAIN (PRIVATE) RADIUS LENGTH 60J 00' 90 oo· - 112 6 I' I 7.99' 79,36' 39 .44' 44 54 ' 13.48' 50 88 ' 18" R.C.P 18"Rc~P 18" R C.P t 8" RC P t 8" R.C.P 18" R.C.P 18" R.CP. REMARKS -- 1350-D 1 J50-D 1350 D 1350-D 1350-D CASKETED JOINTS ·--I--.- - 23+00 - r - H0 l_l N A· \[ t V "' H L 325 ✓ v--(I) I ' ' " ,, ,, ' " (') CENTER LINE DA TA NO DELTA OP BEARINC- I RAf;IUS ' 6.= 1 0'42'00" 590.00' ~~---+--N67"18'00"W LENGTH 1 IO 18' 100 86' REMAR,S I'-. ~09· 3s•oo" N76'56'00"W 600.00' I 00 88' _J ~ I "i2 'l.!' CURB DATA (P RIVA TE) NO LE NGTH REMARKS 6/GEARING RADIUS --~~-+-----+---+-----1 6= 10·42•00" 508.oo· 113.54' 6" 1'\ PL "G" CURB & GUTTER 100 8-6~. +--~6-~. TYPE-"G'-, -CURil & GUTTER ----2 N67' 1 s·oo"w ----- 3 6~09' 15'52" 582.00' 94 I I' 6" TYPE "G" CURB & GUTTER ------ • N76'56'oo"w 59 97· 6" TYPE "G" CU RB & GUTTER --- N76"56'00"W 152.54' 6" TYPE "G" CURB & GUTTER ---~---- -- - - --= !=+==l - -- NOTE ROAD & SEWER & 92 I l I I - - ----J~+--f--+--±----1=--+-=-, _f--±--+-+ ----+-f----+--+--+--+---+---tf---1 ----L -- - - +---1--"'= ,r, __ l...._. F f=+-+'1~':>-l'-41..~,, '·16-'-+-+f '=f-"'f A -=\~ -=t---'f----1---+ -~e---'-1 STORM DRAIN ARE PRIVATE WATER ARE PUBLIC f-------- f-'--J---J---t--¼--+-+-+-+-+ t= t-=+--+--+--t-c_-+--+--'I ~ - 25+00 ~--------------~ <> SEWER (PUBLIC) NO. 6/BEARING RADIUS LENGTH REMARKS 2 3 N76"27'48"W -55.27' 8" P,V,C. SOR35 ~--+------t--N70"16'41 "W -298.42' 8" P V.C 5□-R-35~--- N75·55·oo"w -110.45' 8" PVC. SOR35 ---------- DIGALERT STATE LAW REQUIRES 1DU CALL 2 DAYS IN ADVANCE OF DIGGING OR EXCAVATING ON A PUBLIC RIGHT OF WAY OR EASFM[NT 1-800-422-4133 - C[N r[RL!N[ W[L L MONUMENT \~ ~ STATION 397+04 [L CAMINO REAL. 1 45 MILES NORTH OF tNTtRScCTl(JN W/PALOMAR AIRPORT RO. COUNr'r OF SA N 0/[GO ,, ~~ ~j 1 ' N.G .V.D.29 ,,_ REVIE \J EIJ, BY•-/ 90 20 ·,:, • c-/ ,;, . / "t' . .,-,,,, s\-1:SPtcfo: ,A;,, .2_ DAT[~ ~1·~ c====r===J===========================J====J====[====c==~r::==~===========-;:::====:" fSHml CITY OF CA RLSBAD ~ f----+---t-------------------+---+---+----+------1 l2_S)__j ENGINEERING DEPARTMENT ~ :===-=========='===: IMPROVEM ENT PLANS FOR: FOXTAIL LOOP (PRIVATE ) STA.20+35.54 TO ST A.25+00.00 C.T. 96-0 2 APPROVED ~ t,-?,;;, ~ ,.,/~e, LUlYllHl.JEl8f'i'E C2~~,S 12/31101 [lATE 5 6 -7 6=09'38'00" N67'18'00"W 6= 10·42•00" 6" T/PE "G" CURB & GUTTER "c;" cu RB & GUTT~E~R ___ _, 618.00' 103.91' f-------100.86' 6" TYPE If\ REV S'WR. LAT: f IVTR SERI/ICES DATE INITIAL DATE INITIAL INITIAL OWN BY: I PROJECT NO, I DRAWING NO , CHKD BY::Jl£,____ CT 96 02 361 -6B 8 5 72 00' 1 06.82' 6" TYPE "G" CURB & GUITTR ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CI TY APPROVAL RVWD BY : JtJc.____ . • • - CMWD ' ,- Q3Z9 04 0 1) ~ z GJ z C s III m :0 0 :0 t z GJ z C s III m :0 0 :0 ~ z GJ z C s III m :0 - = - ---- -= - - - - - -- - - I -- -- - - -- - ---==- - --- - - --_ - ' - ----C _--- --- - -- - - - - - -= - - -- - = [ . -j - - - - 0 - ·-- -. -• • ID -J -, i.J lld ¥:r: , GI) -r -· ·' n 0 - - 25+00 -- - - LOT 91 LATERALS ON w z __J - -= - -= -- - - - - -. - -- - - " " ,n • 11 ' ' ' ' - - - ,- - --- -- - " .. - - - -- - --. m ' t 0 --' =---:.=._ - • ,, ' - - . " ' 0 • <X: t- (11 NO 6/BEARING I N76"56'00"W 1~2c--1 N83'48'08"W 59 LOT 59 LATERALS ON SHEET I 0 STORM RADIUS ----+---3 N34'36'59"W 60 DRAIN (PRIVATE) LENGTH REMARKS 135.98' 18" R.C.P . 1350-D 46.32' 18" R.C.P. 1350-□~-- 68.92' 18" R.C P. 1350 D 40.77. 18" R.C P 1350-D 513_00· 20~-.o~o"'_,_~1~5 .... -R~C~P. 1350-0 - 0 - - • - - - ,-Id '( ,L I _HO it-l .. ,, - - -- - 26+00 - .. II J " " <:i>---- 61 <> " . " " '" " NO . 6 /BEARING I N76'56'00W 2 N67'23'49"W 0 A - - - --1= - - - - - - - - 20 -__ -_ - - I 2 "?6+J5.9 < PT.,S. I I 62 - - - - -- - -- - . w i'= Q - - " V 0 =----=---- - - - - - - -- - 27+00 - " I II 4 ' " ' SEWER (PUBLIC) RADIUS LENGTH 187.43' 2 12.52' REMARKS 8" PV.C. SDR35 -----~---8" P.V.C. C900 ----- WATER DATA (PUBLIC) - - - - - - - - ---t:, -=t:::= - ---- - -- -f- " ' ' -__ ' '.!. . 5 ,, ,, 1- N65' 11 ·oo"w N75' 1 1 ·oo"w --+-----c-J--~----------93.I I' 18" R.C.P 1350-D NO A /BEARING RADIUS LENGTH REMARKS mMANITOU PLANNING • >',I rJ r1, I '" ', 7 ~------~--- E N GI N EE R ING CO NSULTING EN GI NEERING :, I ... CO M PANY SURVEYING ,1 '' MESVR01 \DA TA\ 1 4 69\AUTOCAO\IP\ 1469IP 1 1 -~-i------53.26' 18" R.C.P . 1350-D • • I N76'56'00"W 135.98' 1 O" P.V.C. CL 150 489.00' 100.28' 1 O" P.V.C. CL 150 3 N65' 11 ·oo"w I 03. 77' 1 O" P.V.C CL 150 4 ~ =05' 13'00" 5 N70'24'00"W ,_5_1 _1 _. o_o_· -1--4_6_. 5_2_'-+_I_O" P .V. C. CL 1 50 12.18' 10" PVC. CL 150 6 N 19'26'00"E .32.00' IO" P.-v-.c-.---c-L--15~0~--------, ---+----~ • o· DEFLECTION SEE WATER NOTE # I 0 -- = - / -_ ' r-' -\ ~ fr j,-A --o, -J,i, ,, - f-+-+ - -,_ - - N -=1---- ' - - / IN ' -- -- - - - - - -- -- - -- - - I I ~ I I --. -· - - -- , __ - - 28+00 -- - ,-- - -, ,- -- -- - - --C -3 -' -- ---0 -' -- 0 • ...... _J. \, J -- -- - _.-> -- G!r - -- 9 .5 -,- - - STORM DRAIN - 'I - ---~ -""21-- - - - -= - - '1 -- - 7 ~ -: r t 1 r-' 29+00 - -- - - - = -= - - - -1"---, n - --- -= -- ---I- ~ --- = - - NOTE ROAD & SEWER & WATER ARE ARE PRIVATE PUBLIC -------+---= -(3) +·--------------&-------------HGL 325 I I 6 6 " H 11 ' ' . 1- -::t: (/) 28+92~ 90' BEND P J & THRUST BLOCK 0 ' - - --+----j --- --- m J a' -I-= -tc -- -I--I- - - - -- ---- - -- - R F / V V -- ' ' I =r-GP---f " ~ E' 6 -- -- - - _\_•_ ---i--------J ;1,:'1-£' - "'= 'c - - -- -" - - - - - -- 1 7, ' - - - - --- - - -- - -=-- --· --- ,--, __ -= - - -◄-, I I '\ _---- w "---1 : -I" 7 :l- --.:I 9 , 1-1 -- f _ _J_ :J:{_ C8 • 1 □ CURB DATA (PRIVATE) NO. A /BEARING RADIUS LENGTH REMARKS I N76'56'oo"w -1.35 98' 6" TYPE "G" CURB & GUTTER 2 6 =1 1·45'00~-~---t-5~1-8-.-oo-.c-t--106.23' 6" n'PE "G' CIIR8 & GUTTER = I-----+-~~=~ --7 3 N65'1 i'OO"W -10.l.77 ' 6" TYPE "G" CURB & GUTTER ~----! 4 ~ =05' I 3'00" 482.00' 4.3.88' 6 n'PE G CURB & GUTTER I-------------5 N70'24'00'W -12 .18' 6 ' lYP[ "G" CURB & GUTTER 6 N70'24 ·oo"w -12.18' 6 n'PE G CURB & GUTTER 7 ~ =05'13'00" 518.00' 47 16' 1--~6~1'(=p=E~·c·" CURB & co·=TT=E=R~----; -8 N65' 11 'OO"W i-=-'-=_='--1-1-□~3~7~7'-c,-+-,6~TY=P~E~G= CURB & GUTTER 9 -0 =1 1·45'00·--+--4-82-.-□-o ·· 98.85' 6" lYPE "G" CURB & GUTT=E=R~-i I O N76'56 oo"vi -1.l5~_'cc98c-l---6~ .. -TY~P~E~"G~"~C~U~R~B-&--G~U~TT=E~R--I I--_+-_ -'---·1----~--------------~ 0 CENTERLINE DATA NO . DELTA OR BEARING RADIUS LENGTH 1 N75·55·oo"w 135 98' f--1----------1------+~ 2 c =11 '45'00" 500.00' 10254' 3 N65' 1 1 ·oo"w 103.77' REMARKS -1--- -+----4 ~ =5' 13·00" 500.00' 45.52' --j----- 5 N70'24'00"W 12 .18' --+- DIGALERT - - STAT[ LAW REQUIRES YOU CALL 2 DAYS IN ADVANCE OF DIGGING OR EXCAVATING ON A PUBLIC RIGHT OF WAY OR EASEMENT 1-800-422-4133 "AS BUILT" ( -~ 1//,v',h....-l 7F~ 7CC'f 'P.E5"2 7Yv EXP.11·}1-":L DATE 40' 80' REVIE.-\J E)r BY,-, GRAPH IC SCALE I" ,,,,-_/ ,,/L INSPECTOR - - - PEEi7 CIT Y OF CARLSBAD ~ 1----f---+----------------+-------Jl----+---+------1 l_1_1_J ENGINEERING DEPARTMENT ~ '.===='-'=========='-'==::: 11 I '1 ' •f ! C[NffRLIN[ WEL L MONU MENT I 1 ', I/ ,I " t ·/ STATION 397+04 EL CAMINO REAL. 1.45 MILES NORTH OF I NT[RS[CTTON W /PALOMAR AIRPORT RO. l----l----e'n-"""-"'R.-cE._V.c..:S:.-W .. R'-' . .-clAc-T-'-L..'"W"-'T,._,R,_,,5"=E"R_._V'-'!Cc.:E.c:Sc_ ____ l---l----l---l----l COUNTY OF SA N Ol[GC5 - go_20 DATE INITIAL ENGINEER OF WORK RE VISION DESCR IPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL J_N_ 1469 IMPROVEMENT PLANS FOR FOXT Al L LOOP (PRIVATE) STA.25+00.00 TO STA.29+00.00 C.T. 96 -02 APPROVED ~/-?. ,...,,.--d ccA 1 .... /,;,:/4,.;, L"'L'-'o~Y~D~H~u=B-B~s~,PP~E~c~2-3-5~~+-E~XP~1~R~Es~,-2-/_3_1~ 10-1 DA TE OWN BY: CHKD BY· .Jl-f'- RVWD BY· J1R PROJECT NO. C.T. 96-02 I DRAWING NO. _ 361-6B CM WO ___ 9_8_-_5_0_1 __ ! 032 904 ' i' ' ,t r s • , ' , r ,C ~ 0 Il ~ z Gl z C s CD ~ 0 Il ~ z G1 z C s CD rr II 0 Il ~ z Gl z C s CD ~ "'----~ -- - - ,- ,- --= - -- ,_ -- --- - -c - - - - - - -f- f- f- ~ Pg;; :UR " - - --- I - - -• 'I I I J -f- -:--=------=---= --- ---:----; r , ---- --- -_::_...:...=_ f----- --- - - - - -_ -=---=- - - -~ f-t f- - f- -f- - ---_ --=- -- -,---_ 5.r • < - -- ON l 'R 11_ ·v RIil _-LP -NF - - ----- ---f- T -=--i----=- f- -L -- 1 l =4--:-21 = -_J ' L/ L/ -1 "' -5 I • 150. 8 - - - +--+--t -~ . - - "' -- - - < H"F T N©. t-;z~--f11 t=H-:_::t-t-t_::::c-H :---:t~~)Al(i::-~,i .~f-::,t(l,f,lr 11\l,lt-Tc,:-t.~,t: ,1 ' I~ tJ'A;TIOI . )F -, 'A E ?l -N DQ 11 , -~= ,EW R~II E --,_ -f---VE~-1·, 4--_ --f----f---- -i=-= --- I - -.=..j .3 ----I ~· -- -- - I= b13 ffi . ' --- - ---- - -0 --t,-r ---- ----= --- - -f---- --f--= -f- - F ---=-~ =----= / ~-.;; ·:,,, ~ -!=" r---I -1 -' 1 SL --=-= t-r--.. 1·1'-- +--'---+ ~l---±-c++-+-+1~!,L:Jci~:3-----l =±--~~ ~ - ~-{ +l .E -•Jl 1+-,.Q•-l'iK 1-CIKlE cc-'R-Fl[ S AL ~t.h Rf . "-o· f- - - .ro - ~ -+--- ---- -- -- - -- - - - - - ---!='-J·~-'-1 -+==+-+--t~ -1 ~ f---~ --- I-- -I - ~ - r=--+=--1----1 -- - f- - - -= --1-- ~ --- -T - ---V -'ii ;·,-NV -'--f-I t..J 5; . ; t-=+-+=_i--++-+--t~f-f--+--f7vlfrlr(c-f--+7li-'\r:-1 t-++-+--t-f-t--!1---'-f -------f---t---t---i-=----I ----T NG G AO OJ,,.. .,...-_ TA G. Ffi1(DE I---f-----I~'I--j -------t-~ r"""" .-t-~--+--- i-------r :..:: r-:----..,. ., -,.0-c-= =-:. "i--.. --- --i - -- - +=-1-~1-cc+_-==1 _~1-cc+ _---l-J-4_---l~+--+-++-+---l~+--+---l=+-+---l~l--+-=++--±----l-lc=+-++-+-+-l--+-++-+-c-t~l--4==1-+-±f----l-i--=±--+-+-+-+~+--+-+=+-+-_++----1==-++--+--k-+-++-+---l~+--+-c+-+-+-=--l-l-=+-+-+=+---l~+--+---l~7~-j.L-t---c±--+--+=+----1---l----l-l-_---=1-l-_---'1-~'-_-+-+_-_--l-_-+--l f------~ :...:=. - - --==---+------+---,-- = r r t= - 29 - - o1 ~" l"lv - \N-..-R - 0 w a Iii MANIT OU EN G IN EE RIN G CO M P AN Y PLA~.NIN~' ! I. CO NSULTING EN:INEERING SU RVEYING ME.SVR01 \DATA\ 1469\AUTOCAD\IP\ 1469IP7 2 - r_ Ir - I= = \ - --= - 30 ---~ ~rs El) EXI:5 TI ..i c,, Al-I *<I, -51,\ELF, 24 •, .S'EE. "DETA~~T~~ 6"T. ---- • • -,L + + "' _, ,o N s ® ~-?' + u~ n ~ -,, D ~ '" D I + ~· r "" I 72 I '.i,,. I I l ~!ii I ~o ;:-: -0 fr 9 20· ' 73 40' ' GRAPHIC SCALE 1" 60' ' f- -f- I 74 80' f-f- ---f-= --I= - -----= --=-=-----= ·-1-- 31 SEE SHEET NO. 17 -- - - 32 -i=- t_ ; 0 - { ,., - ~ VERT. 1 ", 4' --1---'i'--l = -- WATER DATA (PUBLIC) L - ---,-= --= ----f-f-- --- --~ - --- - □ CURB DATA (PRIVATE) FOR STORM DRAIN DESIGN NO. 6/BcARING RADIUS LENGTH REMARKS NO. 6/BE.ARING RADIUS LENGTf-i REMARKS , 111 " Ill ~ -1\l I \,\ 111 I 11 I I I I 111 I I 1,1 111 I I \, 11\ , o· I I 20· DJAINAGB <ASEM N1 PE~ 'COVINAN1 SEE SHEET FOR STORM WATERLINE , DESIGN 20' PRIVATE STORM DRAIN EASFMENT PER DOC REC~'--___ _ NO. 20 DRAIN , & SEWERLINE \ \ (0)78 PJ X FLG BE ND TB f-~-1_7_N_19-·35~•0-D~ .. E--t---_-=:=_3_2 ___ o:::o:::· :=-1-o~---p_-v-.c=====-C-L.-1_-50-----j 2 N70'24'00"W -100.83 10" P V.C. CL 150 ----3 N34'30'00"E -111 15· 1 o" PYC CL. 150 ------------~---- 4 6-9·34·10" 350.0' 90.53' 10" P.V.C CL. 150 <> SEWER (PUBLIC) NO 6/BEARING RAD IUS LENGTH REMARKS I N6/'23'49"W -96 40' 8" PVC SDR 35 f----t ~--f----+--~+--~-------------i 2 N29'02'27'l -199.65' B" P.V.C SDR 35 - 7 / ) , I C l, ,._ / S ~c Tro N P,_-A_ rlrs 1 N70'24'00"W - 59.3 I' 6" fYPE "G" CURB & GUTTER -~ ~-+---~ +---~+---~--~~------------, 2 6-7Y06'00" .30.0D' 39 . .32' 6 " TYPE "G" CURB & GUTTER 3 N-14' .io·oo"E~---t -29.5 1. 6" fYP[ "G" CURB & GUTTER --f----+-----t--~--~---------t 4 6-28'11'46" JOO.GO' 49.21' 6"TYPl"G"CURB & GUTTER 5 N05'18'74T -SD.oo· 5" TYPE "c" CURB & GU TTER 6 .6-2D8' 11 • 45" JS.DO' 138.08' 5 · TYPE ·c · CURB & GUTTER 7 N34'30'00 "E~-f---'=_~+~9~7~_~9o=c.+-~6~ .. -TY=---cP~E:-c-.. G'-.~. ~C=U~R=B-&~~G~un=E=R- 8 6-2T57' Io· 60.00' 29.27' 6" TYPE "G" CURB & GUTTER -~ --~ ~=~,-~~~ JT ;c;:TI --9 6-1.31·00·21" 60 oo· 1.37 79' 6 1YPE G CURB & GUTTER ------ID 6 -27'57'10" 60 oo· 29.27' 6" TYPE "G" CURB & GUTTER --11 N70'24'oo·-w -18 49 6" TYPE "G" CURB & GUTTER -~ ----~-- 0 NO . DELTA OR BEARING 1 N70'24'0D "W 1---, 2 N34'3o·oo·E ~- CENTERLINE RADIUS LENGTH 96.27' 175 68' DATA REMARKS DI GA LE RT STATE LAW REQUIRES YOU CALL 2 DAiS II< ADVANCE OF DIGGING OR EXCAVATING ON A PUBLIC RIGHl OF WA Y OR [AS[MENT 1-800 -422-41.33 "AS BUILT " ~ Jl {U.5L,_ Z. 7 ✓-CO D "/ ;'577 '7 <> EXP. I 2-7• <.>", DATE ' ' a/-,?,,, lNSP~CTOR DATE fsHml CI TY OF CARLSBAD ~ f----+-------a------------------+----+---+---+-----1 l_!U ENGINEER IN G DEP ARTM ENT ~ ~=='---'=========='...'.:::::==: CE NTERLI NE WELL MONUMENT STATION 397+04 EL CAMINO REAL. 145 MILES li""'o' 6-~\.\'rLT rt\11 NHOL"" ~, Q.~d. -'"' NORTH or INT[RStCITON W /PAL OMAR AIRPORT RD. 1-----'2/~1-'2 /=0_1 +-~ME'-c--, .... :>-.,__R_EP_L_A_CE_S_S_H_EE_T_I 2_o_R_IG_IN_A_LL_Y_s_1G_N_E_D _1-'0/_4_c_/_20_0_0-+---+--+---+-----I COUNTY OF SAN 01£GO DATE INITIAL DATE INITIAL DATE INITIAL 90.20 '. N.G.VO 29 ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL J.N. 1469 IMPROVEMENT PLANS FOR: FOXTAIL LOOP (PRIVATE) STA .29+00.00 TO STA.31 +71 .94 C.T. 96-02 APP ROVED 8 )" ~A!..-,:;;~~~=~=<7--<-~~=~~-~~---Ydo /4,; LLOYD HU Biif"PE C23~RES 12/31 /01 DA TE OWN BY:~~- CH KD BY· :l\£ RVWD BY· ::IU <, PROJECT NO. C.T. 96-02 I DRAWING NO. _ 361-6B CM WD __ 9_8_5_0 _1 _ r 032 904 tp J '!1 J> > z c_ ;;: OJ rr-: 0 :0 ~ z r, z .:.;: lll +-+-_ --:-:: =- - i - ==--= 1--- F--- 1-=+--+--+--+--+-+--+----t--" -_; =-= - - -j r - - - -= - I 12+ 6.' QI 'CR\ ,c rn 'Al - r 0-+ o. OJ oY5rt: --eeJil'i:R'ifr=l-.-+--+~1---t-+-+-+ f----_ ~-l_+~":J1!ccjl.c'"~2AJ==J--+1~·t -= =±---f~l---+-+-+-+--1-=-t +-+----+=+- - f- l r 1--+-+--+--+--t-f--~ - - =::1- C L 9±.' ER E ll-i.;A " ' I. -ll -RRACE ----r --f- -L -= i= l--+=-+--f---+-'-l-1--+--+--+------+ --. . -' :i f-+--+--+--1-/--+-+--+--+--1-1----1 -t,_ 0 >--' , _ _,_ _ _,_ +-l--+-c-J~+--=''l---t--1--+-c-J-I--+ ~ "' 1--+--+---+--+f--+--+--+-W ~--,1-=-t--+-+-+--+--+-+--+-~--+--+ -P. Li. ,_ -I--+--+--+--+--+-+--+ f---t:--1=-::::j-=--t=+:c+=+=tc::::J=l=:i"~·~-~t-1==1-:-tt+'-=+=itt~+===tT11 -i---r-r P. L\l. • 1 .±4· 1-\-.Llj'c,=+1 n U l--++-+=-+-f-=±--++-+---f-1---+-++-f----f-l--b.+ c-= IN. GQ /ERf" -- 1--+--1 --f-25 n h'z:>Do ,_ f-~I-J=-1-HH-e-J++--+--+--+-H"-,m ';: I"', -:n~!:i--fo~ , h ' -+--l--+--l---1---l----1---1-i----l--+--+-~ f- ---j-l--+-+--+-+=1-1--+--! -~ - -- -t= -~ --1-b-+-+--+--+--+-f---+-+ - I ._J -r -f---+--+--l --- = -- f-'-L -~ tfl--=l-4H4&-+-++-+...--+-l---+---l--+=-t-+-¾-+---t=r-t--1=+-+---t-f---~ -I= r - --- 1--+---+---l~f----+-+--+--1---+~l"OR l l" : 1 ' V R~ ~AL I+--"0 11 + J 0 ' f- = r --t~l---+-=t--+-+=7'1c--l---+--4 -t-= C +=+-.-t-zl---+-++-+--'t-r ~ ~ - '' --L ' -- !-- ,-,' "11" ~c Jc ~ c'o' " l::.--.-..., t-L ---'""' ;:c.J--- - L w ' D - n -< - - --- - - ~ 1--+--+=Ec--+---Jcc--frcch-+-+--+-H <i 8 -- -- --- --00 e,;li ,4!).µ~4--+-c-J-1--+-++-+-=-i~ - ---V-rnn ~• .6 S --- 5', 7 -co tO 01•f-,.;=ch,,,oi-l--+h +-+-+--l -" ,-- - - - - - --+==t--l-l=t--1=+-+--+--t-,_ --- -, _J I -lJ ' -0 0 -= 1--c--+-t=t-r-=+---t-i--t--t---t---1 0 "' \() ~ -., ...... --'-. -hc-ffi:<Mlcrrlffi -,_. ~to r--- f- +-i I f- r + -- -~ -I=- -o"' N ":- ,_ L - - - - - -f- ~ - I - -:-t=--- _- I -.._ 0 r----: J-= 1--_ l=-+-+=±-c-J~±=-+-➔++-1--oH-:>+-=+-+-f--=--l --f-=±-++-+---t~l---t--t-='-l -r - -Zz _ I- r ~ ITT L - -f--+--l--+--+--l-f--+--l--1-'--l ~----=------- - 1-- != - t-' ·(1 J t II ,. -= V RTI AC: - - G ----- --- I= 1-1-1----1-c=--1-+--l--l--+1---+•1-H IH---t e-= PQ N ~ --I--_-+- l--+--+--+---±----,b-+-=+--+--+--+--+-+---+--±-+-~---i-t--+c±--+---±~---t-i---t-+---t---1 -- -- -=- ! --= r l--±=+-+--td~t=±-+-+--t---1--=t "' -- /_ ----- -- -. ,...,, r ~ ----L....:-::. - -I< L = - - -::::: ~ -= -I ....t. r i----:--r _ --1=1--r'P'-''f'-1-=¼ -=-+-r-.i=-+-+-+---t---1f-,-c-= -~ i== 1--~+-+--t--1 1--+-++-+-c-J-+-+-+=!='-4 -f-----+--=±----±-b---+--+---+--llµ e----, -+-~-+---+---J-+--+--+---- --1==+-'-l=r-+-+-,cJ--t--- -- = c ~~ '--: ~ =----=-: f-=-= -f=f-r=¾=--t---l==+---t-1--+-- - --_ ex.·. V f'=±--i--±---±-f--t-+--+---1 ------t=-::---~ -= --- -f---- - t IO + ri - -L ------,.~ j -f-:=+-.-=- --I-s-c=jc'-i----J~I--++--+-c-1--1---+-c-lc=-=-" ',-1--l-=l'--t-1--+-+-+-+--+'---Ji--+ ---i-=- · ~ :_. P-~ -,-.. □ll-----@ O":H.X -1 -r-:--=-= / '\ ---.. 0 ---::= = ,-., -I lf-41 -- - -= - I= ---., -+--+--+-1--l--+~-f->'Sl,+E~"F+-S_ NJe>-- f- - -i:[~1-1F 11 E+,... l-+=+--+-+---t--1111;1-t"~_;-1-11 ':-7 =(; :rf fl -1::;.i,,,Ll-f-'-t -,-1-1~-J.':r-Nr-r, _-t- ""' 0 -,, ". t. +-+--+--+-J-f--f--t---'V-'1-"RTI i'-AL-: 1 "1:::. -- i r - - 10+00 0 STORM DRAIN (PRIVATE) NO . 6/BEARING RADIUS LENGTH REMARKS 1 N8T56'00''E ~--"--=~ L 223 22' 24" RCP 1 \50-D GASKETED JOINTS ~ - □ CURB DATA (PRIVATE) NO 6/BEARIN G RADIUS LENG Tl I REMARKS f---1-+-6-'-~-8~3~-2-1··4-4'"~-+-3-0~.oo· 43 55' 5" TYPE "G" CURB-&-GU_TT_E_R __ 2 N8T56'00"E -215.l-3-,+-~6~~TY-P~E ~c;"c:LJRB & GUTTlR 3 6-12· 15'00" 518 oo' 110 75' 6" TYPE "G" CURB & GUTTER 4 5 6 7 __§ ~ N79'49'00"W -68.54' N79'49'60~ 68 54·--i--- 6~09·59'J8" 482.00' 84 .07' N8T56'00"E -156.47'-, 6~74·45·35" 30 oo· 39 14· 5" TYPE "G" CURB & Gun LR 6~E "G" CURB & GUTT-ER 6 TYPE G"cURB & GUTTER 6~ TYPE "c" CURB & -GUTTER 6" TYPE "C" CURO & GUTTER ( ,, \ I \ \ \ \ \ \ \ \ \ I \ \ \ I \ \ \ - ,, \ \ \ 15 +4 I T 6 BADGER LAN[ I I \ I \ I u-1 9+97 80 WOL VFRI NE TERRACE I, I \ ~ _l I'>-\ -------\ I \ , -\ I \ -1 9+ 79 10 W/L TEE \ I \ \ I I \ \ I ' --~11.'..' 11 ~4-<t.-----I I I I ~ I I \I i 5 I I 11 I C) I I 11 1 0 I I I I I <( I I 11 I m / I I I I I SEE SHEET mM ANI TOU PLANNING CONSULTING ENGI NEERING A '• '•' ' •. E N G I N EERIN G CO M P AN Y '• II SURVEYING ,i. ' ' MESVRO 1 \ DA r A\ 1 469 \AUTOCAD\IP\ 1 469IP 1 3 * <> NO 6/BEARINC, 1 N8T56'oo"E f----+--2 6~1Z-15'00" L 3 N79'49"0o"w SEWER (PUBLIC) RADIUS LENGT H 242.55' ~--+-~ 500 00' 106.90 ' ----- 68.54' REMARKS 8" P V.C C-900 C-900 C-900 ~· 8" PVC 8" P.VC. _f---__ ~--- ** ALL JOI NTS SHALL BE DOUBLE PASS WELDS 0 WATER DATA (PUB LIC) RADIUS LENG! H REMARKS 0 NO I 2 3 DEL TA OR BEARING N8T56'00"E --- - CENTERLINE RADIUS I ENGTH 6-12' 15·00" 500.00 248 78 106.90 68.54 w79·4g·oo"w NO 6/BcARIN G f--1--~===--+----!-..=-:-c.-+-~~-----cc~-=-c-----1 N8T56'00"E -255.95' 8" P v.C. CL 150 2 N87"56'00"E -jg 51' -8" P.V.C CL-150 -3 6~1 2·15·00" 489,00' 104 55' 8" PVC CL 150 +----~~---, --4 N79"49'oo"w -68.54 ' 8" P.V.C. CL 150 --_2_ N06"05'28"W _20Jl.[l_ s"CML-& C STEEL CL 6 N06'05'28"W -78 78' 8 " P V.C ~--'---=-=-----CL 150 0'C:- LOT 111 LATERALS ON SHEET 5 ____. 0 ' . I If 20' 40 ' GRAPHI C SCALE 1" ~ 60' LATERALS ON SHEET i S so· ' ' DATA REMARKS C) C) ,____ -, 15' PROPOSED Ullllli' EASEMENT PER FINAi MAP 3 1 51 -_ = --t -_ ---,_ --- ---= L - ,_ t- -t-=--l-f1'-l-=4c=I----J=t-+.MH-+-c-J-+-+-=-1-II = ~ -- --i-=E+=-i=-c,tlkif=f-+-+=+=-~E -f ~ --1-+=+--+--±-+-+-+-+==1-++-iitl-1-1=--1 14+00 11 +04.22 22.5" & 11.25' BENDS W/ THRUST BLOCK It 325 HG . ii II " " " 11 11 ' . " - WAT ER LATERAL ON SHEET 14 1 71 (4)--... I 152 153 lj' It_ ,_ 1J+45 75 WOLV[RINI_ TERR ~12+03 00 WATFRLINE 8" X 8" X 8" FLG rEE (3)-8" FLGXPJ CV, (2) 2" MAR, 2"~0 & TB L/ :: w z __J 1---o W 0W -::r: 0 (/) L{) + -.;t- w w ~ (/) • <( 1--- (/) f--+--+-~-+--+-1--+-+--+--+--t--t, - -- 1 5 DI GALE RT STAT[ LAW REQUIRES YOU CALL 2 DAYS IN ADVANCE OF DIGG IN G OR EXCAVATING ON A PUBLIC RIGHT OF WAY OR EASE MENT 1 -800 4 22 4133 "AS BUILT " 7JJ 00~ "2]1£,7Za_,y I; / I ' P.E -QJ_:t_e_ EXP. D -J I -0 , DATE INSPECTOR ~ CIT Y OF CAR LSBAD ~ l----+----+----------------+---+---+--+-----1 ~ ENGINEERING DEPARTMENT ~ :===--==========='.'.=== C[NTERLIN[ W[LL MONUM[NT STATION 397> 04 [L CAMIN O R[AL, T .45 MILES NORTH OF INT[R5[CTI0N W /PALOMAR AIRPORT RO. 1----+---Fl/1=\R"'E"V~-~5:~U,:~R~LA~T"--'-' f;W-'-'-'TR-"._.SccEccR_.JI_I_.CE~S-----1-cc=+==-'-l---'-l=~--l C07.JNTY OF SAN DIEGO DA TE INITIAL DATE INITIAL 91J.20 \ ' N.C.V.0.29 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL J.N. 1469 IMPROVEMENT PLANS FOR: WOLVERINE TERRACE (PRIVATE) STA.9+97.80 TO STA.14+50.00 C.T , 96 -02 APPROVED ~~~ 'UlYDHU813 P E C239EXFlRES 12/31 /01 OWN BY: CHKD BY: JLP.. RVWD BY: JU'-- PROJECT NO. C.T, 96-02 DRA WIN G NO. 361-68 i I 0 IJ ~ z Gl z C s CD m IJ 0 IJ ~ z Gl z C s CD [J:l 0 IJ ~ z GJ z C s CD m IJ n ,o --=--1-f----1---~-L -+--+--1----+-+--+-+--+--I---+ ---L -------- - - -+--+--+--+--I---- ---- ---F-L--1---_ +--I ---+'-+---+--C----l- -----+---f"'------1 --- ---L----1-----l --- --= -1-Ll -- --- i-1--:=__ - - 1=+-+~-•.,-.,-:-l----t-=l-t-=h--l--l=-;_+-----1-4-=-l-----1==~---+=1=1-+=-"f=--+----+-----1-t-a-----1 -:LJ t -= ,- -- l-+--~Le-+-1-=~+4--J-----l!-c~=+----l-----d~bt-'· ,-r-1 ~) ---,---,_ t--' '° 0, - - -- - -_t::i:==1--=l=-==t- L_ -c_-f~e------1----+--t--J---t-c=i=cl-_ ~ C L = - -- .....__ - -t-= - I-1.0 )%.._ L -- -- 1 r - ----= L.== -I= - . vc-. ·~ 0 ,._ RL Ne -L - = L - -L 1:J --_, --= -L-+-_--'----<--~L--l---+-+-+---'+F-l--1-----1---= ----- --- - --== --- '-' - o _ or -I ----' • - ,_ .Q N ~-i,,L_ - _- - - "'' 0, 0, - -- - ~-- --~ -~ -':'.._ - ------:;--"-' ':' ---== +--l----l------l----++--+--+--1----=+-l-----l---=t-~~~~;=...!1~+i=t-H-++i ---1--+-+---l-=4---1----+--+--1 =4---l-----t-==F--f----l-l -PRO -1 E SCl>JL, -~-- --ew L ,... Qi:--s ~e = •• " ZIF -- ,_ ,_ I= P O~JSI +-RA E -= -= e-= - ---- - ,_ Ll - - L L L ~ - - - - ' L = ◄,.,. I _,-., __ -L-=---1 -_ .'.!_.~ :TI O e-t'L L -- f-I ..., -I--- L -- =- = - . - --+---+=t-+=' L--1---+---'--f-4--+-+=r --4-+-+==i=-I ---l---1--l--V-0 - -=: L 'L _,_ - I---+--+---+-+--+--+ -IL-l---1---= ---1t--~L--1-----1--~"':i-e-t---+-t---o :::;:__ - - L C-- - L -Hf--t---t=+-- r r -- '--~ --4-+-+--+--f-+-+--+-+-f---1==+---i=I -- -_, L ---. -= --- - - - --= - L --=--le-- ----------L --= --= --+------ -C-~ Ni 2 I---I----1-- f--k++=-'l-++t----+--1~=1'-=t----+--1~-=1'~ -=1~-l-+---1--1----t----l-l='f=-t---+----!---+---+---1-~,0if_ ~~µ¥1-z+-f=jc=-1=1-+--J'=::--~--f--'l=c--l--+-++-=¥+--==J-f-==f=l=r=4--+-¼-+-l-l--+-t=-l--f' -;;i=f---l=--++=t-----1~J=__i==t--fL=-=t-~+---f==l--+--4==1f--t=+-+-t=-1 --+---m-Z _:.._ L::..,;__ ~ - -~ --~ --~ 1--+-+-+"'-+f----± _==1---l--1--+-++--+~~1--t==t--'-~-=t---+--+=1- - L -= - -=- - -- - - -- - t-- c L =---- , _ t---- - ,_ = L L -I---=--= L ~-L= L -L -- - - _:::___ --=- -- - -_ - -x 6 ,0c \GK Nt t=-6'\ ·-( - ff_ l' en L TH F-, n. w:, . I ·t 1. '.// __ I--. fr;--U,- --_ r i.. l>RQ _,. ,r "" -- ?- .01 n= .61 cl v r D'---, .'L ps -= - - - - - = -+- - 14+00 15+00 16+00 17+00 18+00 □ CURB DATA (PRIVATE ) 0 SEWER (PUBLIC) NO. L'/BEARIN C RADIUS LENGTH REMARKS NO 6/BEARING RAD IUS LENGTH REMARKS I N79"49'00"W -228.01' B" P.V.C. C900 f-2c---1-L'."--'-=-1 g· 2--'1c;· 5~4-'-c .. ~-+-.3-s_s __ 0-07• +-=1=4=0-'_ 1'---27' +----'s'c .. ~p'--'_ v--'_ c'-' s DR.3 s =-_J___.:c__'._=_"_c__c==--- 0 CENTERLINE DATA lYPE "G" CURB & GUTT[R NO. 6/BEARING RADIUS LENGTH REMARKS fi'_ '----1---N79"49'00"W 246.70' ---+--~ - ~----------------------------~ ~ 200.00· 112.95' ~---~ _ __L_ (PUBLIC ) fi'_ 0 WATER DATA 6/BEARING RADIUS LENGTH Rf"MARKS N79"49"00"W -202.62' I---- - 6-22·50 ·55" 374.00' 149 .15' -~~ P.V.C. CL. 150 P.V C. CL. 1_,5_,0 __ _ O' DEFLECTION SEE WATER NOTE # 10 fl'_ \ _..,---- fi'_ 20 40 60 GRAPHIC SCALE MESvR01 \DATA\ 1469\AUTOCAD, IP\ 1469IP1 4 .. \ ...---,1 ' " fl'_ ' " ' lj' It 0 STORM DRAIN NO. 6/BEARING 1 Ns?·oo·oo"w --'-I-'-"= 2 N48" .30'00''[ --'-'--' EN G INEERIN G CO M PANY SU RVEYING - RADIUS LENGTH - 129.33" 12.00' 159 (PRIVATE) REMARKS R.C P 1350-D R.C.P. 1350-D 111•:\1 ·11 ol,IHI, ___ ,_ - / - - CENTERLINE WELL MONU MENT It ' ' " ) AREA It ~ It s·x5 · N0.2 SAC.KING CLASS RIP RAP / " I + 29 33 S D STA. C/L TYPE ''A -4" C.O. SEE GRADING PLAN DWG 36 I -6A SHT 16 FOR REV ISED PR I VATE DRAIN AND S.D.G.8 E . CO. EASEMENT "AS BUILT " ~ 0 lvSL < t 7 H13 0 Y j ;:;7Yv EXP I 1-3 I -o '> DATE ' JNSPECT □ R fsHm7 CIT Y OF CARLSBAD ~ f----f----+----------------t---'-----1---+---+------l ::::~=4==-'==:::E:::N:::G:::IN:::E:::ER:::l:::N:::G:::D:'E:::P:::A:::R:::TM:::E:::N=T===-'~==4=:; IMPROVEMENT PLANS FOR: WOLVERINE TERRACE (PRIVATE) ST A.14+50.00 TO STA .18+09.65 C.T. 96-02 APPR OVED 4f; ~~ ~~ ,.,/jf,:,o LLOYD HUBB PE C2 389EXMES 12/31 /01 ii'A E STATION 397+04 EL CAMINO REAL, 1.45 MILES NORTH OF" 1N T[RS[CTION -w;'PALOMA~ AIRPORT RD. 1--=~-i--c=--+=ll\_:_P_::_E_:_:V..:S_:_W_:_R_:_· :::LA_:_T_:_L_:_¢W_:_TR=S:.:'E::..R:..:V:_:_IC:__:S:__:S ____ --+--cc--+~-+-c--f--~--I CQUN1Y OF 5AN 0/["GQ DATE INITIAL DATE INITIAL DATE INI TI AL OWN BY: CHKD BY: J LP-- RVWD BY: J LJ2-. PROJECT NO. DRA WING NO. 361-68 90.ZO N.G.V.D. 29 ENGINEER OF WORK REVISION DESCR IPTIO N OTHER APPROVAL CITY APPROVAL C.T. 96-02 J.l'J. 1469 CM WO ~-------'9'-"8'--~5=0~1 __ i T .. 032904 1 0 :rJ ~ z Gl z C s [JJ m :rJ 0 I z Gl z C s [JJ m :rJ 0 :rJ ~ z Gl z C s [JJ m I1 --- -- -=-- - -------- --- t=+=--1F·= ---t--t----t~t---t--r---t---t -- -~ -1------= ---_.,, p--.,,,-= Q -GT A' 5.' VR Tic ;u-i:; l=d-di=-±d-==tc-+~±--+~F-+-==J=-1=-±~=t-_--F--'lca~+_-f-+---t-+-c-+_~fl=_=f-~-r_'--.1:--=-i~+----t-cc;!-,"'=!-cc;;i;',_';,~N--m+-s DO H-,rn 1)1 - -- --- -- - -- ---- -- - --t r 0 C u - - - -- - fi.i --w .o ·~ Be -fr'~ -0'" u,,_ -W ""-!:-:.W -1 4 -8 - -M)--. ot(')-= -1 ,.:;:--' b~{. --:I 1 _, --' + t:s ' _. -{ -0 , -o _ -- j T ' --cc: -'-+-F-~"f-+---t=J1ci"·f-=t-~Ft-+-l-l+--lc,,,f----t--i'i>f-9 0. ~ --1- ~r~1=ct---=f-~l-~f-_;,_ii>-1--Gcf-~'4)-c±~Jfi±I -· ~\-+--1+•-J· ---J""---'Jic-c±-=f--\--±~l,·:;;)-c-f-k-'?j. ~-~C--',_~--fr~,E~-f---f-7 -f-_±-~ g: ~ 1-'.,Q.%·--=--= ~-_J-:-:1 -----= t-6 .cti -1" I-_ -- - - - - 1=- m r - - --=~ I=--t -= -1----=·-t-= -- ----r_ ---= - - - --I-=---=---- - V --,,..----- ---- _---_I--i------~ --- -r -t-- - ------ -e=--ro + --- sf ~Lrr +--0 i-=:. - - - --i-:-t~---I--= -- - -1---Ii"-= ----==------=-r --::::: -=---- --==_-f-r-I-----c -r ---:.::--- - - - --f-...,.~-ru ~ :o._ f-I--1-_.,,..-_3 _,----1_F'.-+~-t---1=~➔r= -N1'1 Rl' ~ - ·1 ~ -1--,:-J-.1 -_ -r - r - - f--".l 1.,- --I= <tJ r -- ,,.. .. 1-ef!__ ~ >--,-r - -- --- -r 1------r --c --- ------ - -t=---- r r -- - - --- i----= - ----r ---- r c - - r -c F "" 1 ' ----I= --r - t-+---t~t-=--1=--1~t-'-'-t---t-t---t---t-t---t-c-i~rct--=-t--t---t---t-t--t----t~-i=---i-1 ---I--:..=... I= - - -- - [ - c - r - c:,- ~ -r --- " ,. -· • --_.;_ t = 1--J-___jj~ l--l---1--_--l-____je-lcl,1= -I--+-+--+--+-+--+-• --=i ---.4 ,.. - = --- ,. ..,....,,..1..-- -c --r -0:-1-+--t~_=t---t-tt----i--z c -F 0-l - --- - P DF E ITT 1_ 1=4 f r -- NOTE ROAD & SEWER STORM & WATER - --.Q 1, (} Tl~L~ 1 t.f' ti r --. DRAIN ARE ARE PRIVATE PUBLIC 11 +00 0 - - NO 6/BEARING I I I No • 13 1 2 N00-38·ooT 6~05·59'00" N06'37'00"E I Ii l..,J T II u / I II I I\ I \ 3 4 5 6 N11·15·oo"w N71' 15•oo"w N85' 16' 15"W - - - - - -= -= I--~ --I-_ r -r ,-~ --- - - = -- - - - - -- -- - - - -J--:::t~-::J:=t;c~=-k,t;J-~·~~~~5t:,"f°--- K = --- - f--' - - ,-_-,-- -- - - - --_- - - - - - -- - - - - - - 7 - - -r - - - - ---= - r " - - -- 12+00 STORM DRAIN (PRIVATE ) RADIUS 413 00~ LENGTH RE MARKS 104.37" 24" R.C.P 1350-0 GASKETED PIPE 2 4" R.C.P 1350-0 CAS KETED PIPE 43. 13· 108.24' 24" R.C P 1 350-0 CAS KETED PIP[ --+-----79 95' ---- ----__ 2,,_·· _R.C.P. 135.~0~-~D~------l 58.29' 24" R.C.P . 1350-D GASKETED PIPE 18" R.C _P __ -1350-0 ------1 18" R.C P 1350-0 CASKETED PIPE / <;{ / ti f{ I I I \91.,5 \cR • \ ·\\\1 _:,\ lAT[F/ 7 N 18'44'00"E SH[rrALs~O-N~---- -I J 25.69' 33.25' 0 20 40 AH#l 2 I 2+46.58 WOLVERINE TERRACE / II !::!f 9 >86 37 C/L ,.if;=;:-, I -n'-P~ .. A~4~" ~c-.o---+--++1111.Q12::---. I Ii Ill :-~------,F?.-::;t--.c,-.,=- 1 I Ill I z \ ~-\_,\ iQ ~ \\.. '-' '<" 0008l , •" 1 Q NAM EsrR ~- " •-~~ o/ [[t 2ii 7 5 J 10+00.00 COYOTE COURT 10+11.93 / I I Ill l..,J I ' II! < I • 60 u Q:-' I i Ill ~ I I I Iii c} I I! Iii s I II Iii J I 1 /!/ I S[[ i SH[[, W/1 ffE I I I I 'l No • 13 0 NO . DELTA OR BEARING NOO".l8'DOT CENTERLINE RADIUS LENGTH 90.74. 2 400.00· 41 . 77' ----l----+-----+ J N06' .l 7'00T 118.75' 80 -4 N11·15'oo"w --- 148.74' -- I DATA REMARK S - GRAPH IC SCALE /3 2 -- II' c..,· Ci -. .} CD - -- - ; -_ -- - - -- - --- - --- - - --- - -- - --- - - - I/ --. - - - - - - - - - -- - ... - - ,.__--..., _ __,v \) Iii MANITO U PLANNING E N G IN EE R ING CONSU LTING ENGI NEERING CO MPAN Y SURVEYING C[NT[RLINE W[LL MONUMENT STATION 397+04 EL CA MINO REAL, 1.45 MILES NORTH OF INTERS[c_T11JN W/PALOMAR ArRPORT RD. COUNTY OF SAN DIEGO II' I I 1 1 6 I It 90.20 N.G. V.D.29 MESVR01 \DATA\ 1469\AUTOCAD\IP\ l 4691P1 5 = - "° e fl- - . -- - -- - _,. - - -- - - =_ ----- r-1 ,....., l . () _,_ -= =-- -- - - -- - - -- ---- -0 ;:-;N r --- -- -- -- -- - -=·-- - -_- - - - = - - - - ------=~ ----- -= - - - _a -- --:ro- -- - - -_ ? -- --13 c r - - \0 CC-;_+-.+--+I --- -~--_::.. ~, -- -s - --.,......2 - - --- ------z--· - --= - - -- -I CC-- i:-.o .. z-°" .-:~-. - I--t--- r r - . .:-- - - -- - _r - -c - -- lY_:.=_r---=---____::_t- ~ -----,-, ~ r -- .... :!=-I-- - . - 1=--- ----~. -r -- -. '--------- - _ ... -◄ ( T - --- ~ ~ ~ - l (<J _-_, JD:r- =.,~w_ n --.J~= µ ---;.._ - -l -- --1---- _.,. --tu - -.. ---- i=-- - -I--c - - -i=- - -r----""'I'!"'----r - - - 6 -- - --- . - - r=c c L=-c--f:r r ~- - -- - - - -i-:---~ r '- - -r r -,- C - - - c c -i-~·i=-=i-=1cc-= r r --r - - F -- -- -- -c -I _:ft:_-~ t-- L17~ l~d-3 (_ I----;::- - --y c-1 _---:: = -r - - - - .V, , - c - - - - - = - - -- - - -f= r -CC- C cc - F - I-~ -c +-1--I- - -- - - - - r r - - r r -I= = _- I 1/ I --- - - -- - ~ I-f--1-- r 13+00 I :..=_i-------= 's 6 - r-+-t----.. - - -.. -' -.J . -~ !j I-.,,.r 4: --n-I-- --, I ~ ._. , ~L I-[. -~t=at~rt:f~=b7\'""F~=:f-'-=r1e=-=+~•tc~=iu=¥r=-crci- i _ --/ -- C c r-r_ ---c C --- r r DIGALERT c r - i----:: __ - - 14+00 STATE LAW REQUIRES YOU CALL 2 DAYS IN ADVANCE OF DIGGING 0 11 EXCAVATING ON A PUBLIC RIGHT OF WAY OR EASEMENT 1 -800 -422-4 133 -- -r -c ,--- -- - I= r - □ CURB DATA (PRIVATE) NO. 6/BEARING RADIUS LENGTH REMARKS I 6~89'33'22" 30.0o· 46.89' 6" TYPE ··c•· CURS & GUTTER --2 N00'38'00"E -44.60 ' 5·· TYPE "c '· CURB & GUTTER 3 6~05·59·00" f-4-1~8-0-0~.+--4~3c._~65~' -6" TYPE "G" CURB & GUTTER 4 N06'37'00"E -79.95' 6 " TYPE "G" CURB & G~UTT=E=R------j 5 6~77'53·oo" 30.00' 40.78' 6" TYPE "G" CURB & GUTTER 6 N71' 16'oo"w -109.95' -6 " TYPE "G" CURB & G-,uTT=E"'R--1 7 N71' 1 6'0o"w -69.87' 5" TYPE "c" CURB & GUTTER 8 6~27'57'10" 60.00' 29_27' 6" TYPE "G" CURB & GUTTER 9 6~ 133· 4~7"'•2'-1~---+-5~0'-.o'-o"'·-+--'1 40. Io· 5" TYPE "c" CURB & GUTTER '-1-0---+-6-~-27'57'10" 60.oo· -29.27' -6-"-TYPE "G'· CURB & GUTTER f-c-1-1 +-N-06'37.00"E -39 87' 5" TYPE "G" CURB 12 -6-~-0-5·59·00" 382.00' +r~3~9_.8~9_'--+--6~"_T_Y_P_E ~G~ CURB & GUTTER & GUTTER - -13 N00"38·ooT -40.42' 6" TYPE "c·· CURB & r-GUTTER_ 14 6=c92'42'00" 30.00' 48 54' 6" TYPE "G" CURB & ~ -~-~~~-~-~ GUTTER 0 WATER DATA (PUBLIC) NO. 6/BEAR1NG RAD IUS LENGTH REMARKS 1 N00'38'00"E 7921. 5·· P.V.C. CL 150 -----* 2 6=os·s9 •00·· f-'3'-+~N~O 6' 3 7' o-o-··-E 389 oo· 40 s2 · 5·· -+----1--+---~---P V.C . CL 150 127.53• 8" PV.C. CL 150 4 N71 ·1s·oo·w 157 63' 8" P.V,C . CL 150 ---- --- t O' DEFLECTION SEE WATER NOTE # 10 <> SEWER (PUBLIC) NO . 6/BEAR ING RADIUS LE NGTH RE MA RKS "AS BUILT" ')/Jl)J tv_Q t.J&"TJ, o \l 1 Noo· 35·oo"E -90 _74· 8" P v.c. SDR35 f---,2c-t-6-=~o~s"c·~59cc,c'co~oc-" -+-4~0~0~. o~o"•+--4cc1~. 7"'707• +-------cc8"" --;P". V. c ~ SDR35 f----1 -----------J . , I ✓ / I P.E., / Jl../t ' EXP /7-J 1-o,-" DATE 3 N06'37'00"E -118.75' 8" P.V.C. SDR35 f---4c-t-N~7~1·15'oo"w -1 48.74' 8" P.V.C. SDR35 -------~ --- REV IE\J EI), BY¼, "'.> /1 II' ) / 1 / -?1,s{3-f,o, 11 8 ( /~v ... ·•r , INSPECTOR '-t &,I r-1-----l------l----------l---f---+--+-----t ~5 CI TY OF CAR LSBAD ~3 DATE ~ ~ ENGINEERI NG DE PARTMENT ~ /" ~===...'.:::================'-'===: 'ue IMPROVEMENT PLANS FOR: ~0~ CO YOTE COURT (PRIVATE ) STA .10+00.00 TO STA , 14+00.00 C.T. 96-0 2 " <! MOD. CLEANOIIT STA 13>J/ 7/ I" REV SWR LAT ( WTR. 5ERVIC'ES DATE INITI AL ENGI NEER OF WORK REVISION DESCRIPTION APPROVED ~r-2. ~~ 1.-,/K_, LLOYD HUBBi'PE C239EXPffiES 12 /31 /01 7 0 TE OWN BY, I CHKD BY, :Ji,(._ 1-0-T_H_E_R _A~P-P-RO_V_A_L-+-CI_T_Y_A_P~P-R-OV_A_l_, ~R,_V,,_W'!','D__'eB_cY~c ~JL{l:-""=!c===.J DATE INITIAL DATE INITIAL J.N. 7 469 PROJECT NO. C.T. 96-02 I DRAWING NO. 361-6B CM WD -~9=8 _5~0~1 __ i- -. u Il ~ z G7 z C ~ (D m :D 0 :n ~ z G7 z C ~ CD gJ u :0 ~ z G7 z C ~ (D m Jl =--= -I -t--+-t--+~!=+----,~i==l'=-r ~±--='+ +--+-f-+--±-+--+-k-+-t--~ _f-_='1~+ ---" --- f---j-----J-+----t-ic=_f----J -r - - - --- --- -le --- -·--- - - - --- --== --- - - l--+----1--+ -= -----r=- -I=- -- --::._ --=--,- - -- _ .. ~ .... --= ---,= - ----- ----~ --= - ----- <:fl " - -----= -v ----- c.---== .. I"'\ ;..... : -1 ' _I '-1-' m - ' - -@ -- - - - - =-=-t - --1-1 _, - - -' -- _J ----Lr -+----t--t--:----t----t----t-cc!=cj--t-i = -~ _- -- - - - -= --, --- -----. - - --~+--=1-t-+----,=t- -UJ X ._ -+-+4-+-+--±-+-+--+~-c--!-''51i-:z:-ocr 9 t'!af-+-+-f-+-+--t-.l+"'!----1 --- -------= ---,tpf,-t _=t-+--±+-+--t-t--+i-:=F-+---l -~ _,=='-j - - -- - - - -- -- - - - - - -----1-- - -1 ~+---t--i--+-➔-J-c=1==-'F-+=i=-=r==::l= --,==J-~+--t~-=-t-l-+-f---=i"='l--_i_--=r-t1c'_ +-+--+=-~-l--+---!t--1-----1-+--+~F+--i-+---l-+--f·ci...,.:_~ '-t-J==!==---if-1 -t-·-_ ---__ =-_ ~-=u--'1'_1:_+--+-~1=-+--±-±==F---1 --a) ;c-+--'-f __ ~t-+-r-+c-i-+--t~_=11c;=cz .-tkc-t==t __ ~1- -+-+--+-f-+=1~+-=a.~£_~1--+-t-+---+-+--+----,1---1t ,--1~.i==1==t--t-r==-t--i = = ~ i,,.,+---'f=f-~i-=1---+-+--=J-= _f-+- - L -- --- -- ---+---+-+--+-+--+-f--t--t-+---t -t-b ~ tn r - _ , _.,,, .,-'_-f-+--±-+-c--!--+-+~1==-1-f-c-1-:>t. - ---~-cf-=-!--+--l~"f'~•;.,a-1.s ,_~~~j==jc=-c~---....,_ - - - - - - -- - _-- ,-,- - - - - _-_ - ------ - -- - -- -- - =- - + mn . ', - - - -- - - - - - - - - l _- - - " µ ,-- -- -,-----:;:-_ co ~ - - -'-' ---- w -_-- / ", v-- ";, F==i~+-+----1=+-+ e---.:.__ I--____:_ ,-,-_ -' - - - 0 0 - -;-Ii'<'? - I I -=., --, gt . /_ - --iii" - - 1 ' .9 ' -- ,\/· _:______:: ---' ---- =-t== -= -I=--= - -- - \ ---re 1 i ~-rp @ -6. l % -- - = - -f-=i==-J-+--+~±=--+--l-+-=_t--+-" --------=i-----------=· t- -•i+-~l-+--l--4-=+--+-bd=-l-+--l=c=!--=t +--1=---➔=-+--+--l!H"11A-IE"Ht -s-e-r:1 r := i:-== _ :_ 1----= ------ -= t-- - - --- - - - NOTE ROAD & SEWER STORM & WATER -- - - - DRAIN ARE - -- -- - = - --- - - = -== -- -- ---- ARE PRIVATE PUBLIC r --_v - r - n -= - - -- ---,--- r -1-- ------- -- --== -- --- -= -= --- ==--- = -- - - -----.......;,_;_ ;s_-,-, - - --- = - --- __ , r, -- - - - -j - - - - -_JS,~ :J,, -''1) ,,-H L -~/- :W~IZ-::1~::1-' . Rf. T" -- _....:__ -= -- --- -- - I -- - - -a t I --- -u -1-- ~ -__:_ <D - ·• N ' - - -= -t==t-+--+-r==icc-1 -- - -- - - - F -- - r= - r--t-t-- = 14+00 15+00 16+00 17+00 18+00 19+00 PROFILE STORM DRAIN <:> NO. 2 3 0 NO. 6/BEARING N71' 16'QQ "W N82"43'so "w N71'4.3'00"W ~ SEWER (PUBLI C) RADIUS LENGT H RE MARKS 205,60' 8" PVC SDR35 0-----~ 21 I 97· 8 ,-P V.C +---46 I 7' 8" -~~ P V.C SDR35 SDR35 "' 0 + ~ 11 14 6 I 1 21 ' ' ,, + LAITRALS ON sHrn 15 ( I w COYOTE 0--------. -{_}- I' ' oo ui "in ro1 ' + ~ ' ~ i ( ) [iJ - \ I 1123 WATER DATA (PUBLIC ) 6/BEARING RADIUS LENGTH 8" P V.C. 7 P.V.C. REMARKS CL 150 CL 150 N 0 + "' ---- • o· DEFLECTION SEE WATER NOTE # 10 8" P_\i_c_ CL 150 CL 150 Cl 150 ------ C OMPAN Y SURVEYIN G M ES\ RO 1 \DATA\ 1 4 69\-'sUTOCAD\IP\ONSITE \ 1 469IP 1 6 - " ' COURT C. n 0--- fi'_ OC) "' ~11 144 0---,-- -a_ C!-o-tm ~ "'"' ~j~ I " I( A ' 16, 05.58 COYOTE COURT 0 12,79 16 LYNX WAY fl_ 0 NU LYNX WA Y SEE SHEET N0 .18 0 20' 40' GRAPHIC SCALE 1" fi'_ ' -- 60' 80' --- ,~- fi'_ I!_ DIGALERT STATE LAW REOUIRFS YOU CALL 2 DAYS IN ADVANCE or DIGGING OR EXCAVATIN G ON A PUBLIC RIGHT OF WAY OR EASEMENT 1-800-422-4133 CE NTERLINE WELL MONUMEN T ll II ' \ \ 1 39 fi'_ fi'_ 0 a:) B l lw lz I_J I :r: t-~ <( ~ 0 z CENTERLINE NO, t,. /BEARl l<G RADIUS LEN GTH 1 N71'16'00"W 181-45' ---j-- 2 6-12·51 'QQ" 425,00' 95.31' -+--3 N84'07'00"W 100.7/' I--+--~----t-=~c----t------j--4 b.~12'24'00" 425,00 91 98' -- DATA REMARKS SCALL HORIZ 1 "=20' VERT I "=4' 0 STORM DRAIN (PRIVATE ) NO. 6/BEARING RADIUS LEl<GTH RE MARKS 1 N71·15•oo"w 151 79' 24" R.C.P 1350-D 2 N81'16'00"W -48,68' -- 3 N6 5'56'31 'W --38,84' 18" 24 " R C_P 1350-D -~~~~~'" R.C.P. 1350 D GASKCTED PIPE 4 6~03'29'46" 41 200' 251 4' 18" RC P 1350 IJGASKETCTl PIP[ --5 N84'07'00"W -100.77' 18" -6--+-6-c-1 2_•_2_4_' □-Q-.,--J--4-3_8_, □-□-•-+ 9 4 7 9' 1 8" R.C P 1350-D GAS KEfED PIPE R.C P 1350-D CASKETED PI PE 7 N3 5'25'20"W -43,93' 18" R.C P 1350-0 GASKITED PIPE -----+~ -~ ... ~~~-~=~~~~ 8 N44'1 5 'I2"W -52.27' 18 R.C.P 1350-0 GASKITEO PIPE □ NO. 1 2 -3 ~ - CURB DATA (PRIVA TE) 6/BEARING RADIUS I ENGTH REMARKS N71'16'0Q"W -181 45' be 12·51 ·ao" 407.oo· g 1.2s· N84'07'oo"w - I DO. 77' - 6" TYPE CURB & GUTTER 6" T-rPE "G" CURB & GUTTER 6" TYPE "G .. -C~U~R~B~&_G_U_TT_E_R 4 6 = 1 2'24 ·oo" 443_00· 95.87' 5" TYPE "G " TYPE "G" CURB & GUTTER ,-5-+ ~ 12•2 4·00 " 407 oo· sa as· 5" f-----+-6 N84'D7 'oo"w -1 oo.77' 6" 1 6 ~oy49'04" 443 oo· -2-9-.si--5" rYP[ T-rPE CURB & GUTTER CURB l.UR8 & GUTTER & GUTTER --+--------+---~+-8 N7 1'16'QQ "W -159.88' 6 " TYPE "G " CURB & GUTTER •--~ -----~----~---~- ~ CIT Y OF CA RLSBAD ~ 1---+---1-------------------+---+---+-----t----1 l___2_£j ENGINEERING DEPART MENT ~ ::===-==========-===: lMPROVEMENT PLANS FOR COYOTE (PRIVATE) STA .14+00.00 TO ST A.18+69.51 C.T. 96 -02 COURT APPROVED ~-r;:?. J.4,-~ /.t>,('/.4.P LLOYD HUBBS "i>( C2.388rlXFlflES 12/31 /01 6 A(E STATION 397+04 EL CAMINO REAL, 1.45 MILES NORTf{ W INrIT!StCTT/JN W /PAUJMAR AIRPORT RO, 1------1----µ'co""""--'-R.:.:E:_:V_c· _::S_:_:W,-'-R'---"LAccT_--'--' {11/,-'-T'-'R-'--, S.'-''E,"-R-'-'v'.-'-~=-C E=-S=-----+---+-----t------t----l OWN BY: ~~-I PROJECT NO. I DRAWING NO. I 1,' COUNTY OF SA N DIEGO 90.20 N.G.V.0.29 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ~~~g ~~· ft= ~_C_._T_. _9_6_-_0_2 __ ,c_3_6_1_-_6_B~ J.N. 1 469 CM WO __ 98_5_0_1 __ ' ..., JJ ,: < L n L C ~ OJ rr, JJ ,~----~ ' c :,, l ~ 0 I z G'J z C ~ lD m JJ '~----~ r < f ~ JJ F: ,C Z G7 z C ~ lD m II -4£ 0 JJ ~ z ' G'J ~i - - --= = -- --L - -- ,_ ·-=I--= _--1------- -- -- --J =1..- -L -= 1-1---- - - -- = -' lc-t--+--+---+---J-f---1 ~ - - - L L LC- - l=. _ r r----:::= I -' -~ c,r - - - - - L -~ 1=-1-_-l--_t--~--l---l--l--l----4c-~-{f I= ... -.... ~ - = - - - ' I7iRt 77-\ JAL ' v /.I.I AL::: 1 - i---=-~ f- -- -_ - - - 19+00 - - = 0 =-4 r; - <> SEWER (PUBLIC) NO. 1 L's/BEARI NG N71·43•oo"w RADIUS LENGTH 120 49' LATERALS SHOWN ON SH[ET NO. 16 40' ' GRAPHIC SCALE 1" \ Ii'_ RE MAR KS 8" PVC. SDR35 1/, I I MESVRD 1 \DATA\ 1 469\AUTOCAD\IP\ONSITE\ 7 469IP I 7 - - - - --- - -- -- (2 =---t-- - -----f--·--=--- = -1= I-= o· -~ t-- -- -_r-1=- - -----:e-[.:E__ ~ 0 -r= J.___ .,_ 0 -~-<( ·1-+l -- --, -+-I'.': m e-ir--;: - --,_ - //-') I-I--- - - - - --:-_ i----= -- _- -- - -f--r-----:: - =- = ,-- - I=- I=- -- - =- -f-- c= t= ,=. - +-+--1--1--- --- -- ---- - ' - -- - _ I = 7 L - ~ _:;:::: - /. I ----- - - :::-; 31-I--- 7 - v1/ II -I ~ /217 -L -L - - r1A, E L - ------=1-r--;: ----- --= L - - - - -~ --- -L - - - - • - ------ ·10 1=8. f.O.s. ----= -- -=t~ . .L_r _ =---1--1- L - ----=--=--I-- --1-1- ,_t -- ---1-+-- - - -L/ 12-. 3 • -1----= I ' - - - ---- -- ----- -------- ---1------- ----==-I-- --- --1-- t= -= - I--~ f ---=I=-- -=-::1--- -= ---r:-_+-I --- --I -=-j:-::_ I-- ,o o· ---L --I-t 1---j Ti ,__ - -l_t."4 ~1 .50 --r-O::::_ r= r /J·l---1 t"l-Ll--i-r--.8 8' - L -- - -- - ----::::;:-·-L__ - - = -- - L --- -_[ -- --- =+--+-+--=1~+-1-+-t--c+~+--+-➔--~ L L - - - - - - L -= - -- L - - -L LL Ii _ " - - - - I=. -- I= I=-- - -- - = - - -- :..: ~ ~ -- -L - = -,; I--=I--7:l: ~-f'.=-b-. ~J" F:-~ a:'} ----= ::,,:;:·· : -=r-= ~ "., 4~ .... !==-a..~c_J -d-c;--l-=-+=~-k=-lc--t=c!=-+c-f.iH-~li--+=-l~+--t=41-+-~;'l-+-ti:c""¾-t---,lc!.++-+~~f--+-a--+-~lf-+-i'"l-~5c-+-+-+ rn.c.i ~l=-+-=i---+-c-+-+~ ffi T '°: -1--ww-'--1----·t--r ----i:; r,. -::r:: r----....; ti)·+ CON -ti ~ --1-i----~ Ol --• - -l= = -E. -- ---L _,: A - --- v•-wrn: LI - ~ = ½----=--1---I-- 'J_l I SC ilE· H RE~ rl-i ' V HJ. l" s 4' -~ -[--f-t--/-+--JLF-+-t--r~+--t--1---/ -= --. --·i::._ -- \ I I L I i - - I ' ' ------=---,Ill. ~r p •--~n?-~•l -- -,_ -- = I -100~ .23-'.f<: t=--+-,.., T .100~:&:. f.p. ~---I- 1.----I---_t:_ ---=-- --- = ' r: ~-I- ,- -_ L = 'lE TlC": - 20+00 0 CENTERLINE DATA NO. ,'.',/BEARING RAD IUS LENGT H REMARKS -- -L .I:= -=-1.-j__ • ...-:.:: . - --+--,_ --- - ~ -- -- -E -= - - NOTE ROAD & SEWER STORM & WATER Ii'_ - DRAIN ARE ---: - +---I-+- - - ARE PRIVATE PUBLIC Ii'_ ,_ = ,_ -~ - - - 1 N71·43'oo "w 1174 2• ~-~-----~---~--~ 78 77 19+93.15 C 1L ~10+00 S.D "\ TYP."A-4 "C.~ \ \ \ ■ '-+I 1 _1 3_4_ 1 MANITO U PLANNING REC. E N G INEERIN G CO NSULTING ENGINEERING PROPOSED EASEMEN T m I V1 2 Q_ IY 0 20' PRIVATE STORM DRAIN :r ... u DOC ____ , ,,,z 79 REC ____ \"-,.., w -------- ,\ ~,,~ --------------~ u .. 0 .. u ,,, < ..... + I 11 AREA ' I N71'43'oo "w -8.15' 6" T(PE "G" f---'-+=-'-2 L'.=28'11'46" 700,00' 49.21' 6" T(PE "G" f-'3:--t~N~S~o'-· 05' 1 4" -'-E---1~~_='--l-s~o"". o'-o'-,-C--6" T(PE "G" 4 L'.=208'08'45" 38.00' 138.08' 6" n'~"G" f---c5:--+~N~7~1='43'oo"w -11 7.4 2' 6" n'PE "G" CO MPANY SURVE YI NG 111-:N<'ll I ' CURB CURB CURB CURB -"" ' & GUTTER & GUTTER & GUTTER & GUTTER CURB & GUTTER MtlR I, CENTERLINE: WfLL MONUMENT 80 STATION 397+0 4 EL CAMINO REAL, 1,45 MILES NORTH or INTERScCTION W/PALOMAR AIRPORT RD. COUNTY OF SAN DIEGO 90.20 11 N.G.V.D. 29 DATE INI TIAL ENGINEER or WORK I FO XTAIL SEE SHEET SEE SHEET FOR STORM LOOP NO. 1 2 NO. 20 DRAIN 11\ PEV 5WR. LAT ,f WTR. SERVICES REVISION DESCRIPTION -- - f------= .l..- 76 DATE -----L --- -L -L = I-=----=-i...::... = .:_I::::= ' -r· = -= = ----= - --E = --~ --,-t=. =-1--1--- ~ -- -' -- -l-:: =- 0 STORM DRAIN (PRIVATE) NO. L's/SEARING RADIUS LENGTH REMARKS N7 1'4J'oo"w ------1----123 64' 1_3_50-D_GA_S_KCTED ~ 2 _ N4 1"34'00"W -88.47 3_ N41'34'oo"w -84.96 -1-8" PIPE 1350-0 GASKCTED ----- 1350-0' 4 N4I '34'00"W -91.23 18" !f_ L -L '-'.=:__'_c__ _ _J_ ____ l_.c'...CC:=_J__:_:::._ R.C.P. R.C.P. R.C.P. R.C.P. 1350-0 CASKETED PIPE -- • MIN 1 1 /2" CONC . COVER OVER REINF lie ~ .3000 PSI CO NC 75 74 INITIAL DATE INITIAL ~ ~ W 110 sn•o * ElPllr}l -o • v',,. CJV \\.. ~~ -,, ii or c;L i<'t DI GA LERT STATE LAW REQUIRES YOU CALL 2 DAYS IN ADVANCE or DIGGING OR EXCAVATING ON A PUBLIC RIGH1 OF WA, OR EASEMENT. 1-800~422-4133 EXP. 11 -]t-dS'"" DATE !~SPECTOR .7 DATE CITY OF CA RLSBAD ENGINEERING DEPARTMENT IMPRO VE MENT PLANS FOR: COYOTE COURT (PRIVATE) STA.18+69.51 C.T. APPROVED TO STA .19+86.93 96-02 /~"C~ '. J,,P-g ·ei/4-;,t>f f"c LLOYD HUBBOE C23 9 EXPIRES 12 /31 /Q1 DAT CHKO BY:~ OTHER APPROVAL CITY APPROVAL OWN BY: I PROJECT NO. I DRA WING NO, RVWD BY ~ . CT 96-02 361-68 J.N. 1469 CMWD_~9~8~--5=0~1 __ i 032904 C, u II ~ z G1 2. C s [lJ m lJ 0 I z G1 z C s OJ r:tl u JJ ~ z G'l z L s [D m JJ - 1-+--+-±-+----l-f-+-=t-I= --- ---- -- ---- - - 1----F'-I-·-- --MV - -- -- I--+---!-+--+-+--+--+-+-~ E - 4 - - 23+-7.46 56 57 58 0 STORM DRAIN (PRIVATE) NO. 6/BEAl<ING RADIUS LENGTH REMARKS 1 N15·57·oo"E 1 97 I 7' I 8" RCP 1350-D 2 -6~12·05 '54 " 350.00' -~ ---- 75. 90' I 8" RCP I 350-D CASKETED -- JOINTS --- Iii MANITOU ENGINEERIN G C O M PA N Y PLANN ING CONSULTIN G ENGI NEERI NG SURVEYING ~I '• '• • 1, ,1, ' '. 1 M[SVR01 \DATA\ 1469\AUTOCAD\IP\ 14691P18 -- ST ORM & WATER DRA IN ARE 0 ' - --= -i------~ -• - -j I b 1- r r ~ --,--,t--t--t- -- - r ARE PRIVATE PUBLIC =---= +--t-1-t---,:,-r-t-,,....t--t-1c,-i--=t----t-i--=t----t--;-· ~ t---+--+--+--+---+-r=-+-+-+-f l~-( = t-+ F-( ~-1--1':~--c-1=-l---!~ -t--t-H---t--+-+-+--+'+-+-+-+--F--+"',..._F--M=-'t=--t--+ I t c+ ~ "'- 20· IA <> NO . I 2 6/BEARING N 15·57•oo"E N1 5"57' " 60' SEWER (PUBLIC) RADIUo 80' -TH REMARKS 0 LU0.00' 78.68' 8" PVC. SDR35 SD - llli \<'11 ,I \Hh CENTERLINE WELL MONUMENT - -- ----+-=- ~ I--I-----+--- - ------\- -'------ - - -- -- - 484 - \ -r ---- ---I---+--+ - -- tl'. 1-----i---=-+--+--+--L_f -1( 96 - --,_ --p ~f-F ~1::!E--,~ -- - - -- +'--=r l-=-l +.4-t ;l_ sh= <,,c.;ChR~tJ=.-1-;.ft~,=ft 1---+J'--'-f +'-c~--+--1--1----1 -SC 1=--E !--( ~1Z i =~ - -~ " ~ --=------ --- ---- - --+--+-l---+--+-1-----+--+ --c------- -+--+----i---i--i~t-ct--t--:-ct--t~t-ct--t--i--ct-+--i--ct----t~t--i-+--i--,---t~i=---i==t~t---i==-t-~r--i=c-1 -· --I- - 144 1 6 I - □ CURB DATA (PR IV ATE) NO 6/BEARING RADIUS LENGTH REMARKS 45 BI' 6" TYPE "G" CURB & GUTT ER 2 N 1 s·s1·oo"E 187_30' 6" TYPE "G' CURB & GUTTER 45 6-7, 6" TYPE "G" CURB & CUTTER -----~~----30_00· f------ 30.00' 43 BS' 6" TYPE "G" CURB & GUTTER 5 -6 ~ --- --=~-N 1 5·57·oo"E -183 68' 5" TYPE "G" CURB & GUTTER ----1----+~ ~ -6'=92"53'00" 30 oo· 45_53' 6" TYPE "G" CURB & CUTTER - --~ ~-- 0 WATER DATA (PUBLIC ) NO. 6/BEARING RADIUS LENGTH REMARKS N 1 s·57·oo"E 0 NO. 6/BEARING N 15·5 7'QQ "E 279.98' 8" P V.C. CL 150 CENTERLINE DATA RADIUS LENGTH REMARKS ( 279.36' DI GALERT STATE LAW REQUIRES YOU CALL 2 DAYS IN ADVANCE OF DIGGING OR EXCAVATING ON A PUBLIC RIGHT OF WAY OR EASEMENT. 1 -800 -421 41 jj ,1' /E's-2 7 'fo EXP.fl -] I .05 DATE REVJE\./ED, BY c INSPECTOR fSHml CITY OF CAR LSBAD ~ >----------------------+-------<---t----+----, ~ ENGINEERIN G DEPAR !MEN I L__3_iJ ~=='-'============'..'::::::=::::: IMP ROVEMENT PLANS FOR LYN X WAY STA .10+00.00 TO STA .12+79,36 C.T. 96 -02 LLOYD HUBBSPE C2 39EXP0l ;o/'!/4 o 12/31 /01 6AiE ' STATION 397+04 EL CAMINO REAL. 1.45 MILES NDRTfrOF 1NTFJ'5£CTTDN W/PAI:OMAR AIRPORT RO. l'-1'-7\.L"O>cEIE=_TE=--:S°'E"'Wc-.=£cc'<-'----------------f----f----+-'-'-'11\~-+--~ OWN BY: PROJECT NO. DRAWING NO. GRAPHIC SCALE I" -N.G.V.0.29 COUNTY OF" SAN 0/[GO DATE INITIAL DATE 90,20 REVISION DESCRIPTION INITIAL OTHER APPROVAL CITY APPROVAL J,N_ 1 469 CHKD BY: :I\&_ RVWD BY: J.L£__ C.T. 96-02 361-6B CM WO __ 9_8-_5_0_1 __ , ii- 032904 e 0 :IJ ~ z G1 z C ~ CD rn Il 0 JJ ~ z G1 z ~ CD rn :IJ 0 :IJ ~ z G1 z C ~ CD rn Il "~----~ -QO 0 ,, - - I-= O-+--+--+--+ - . \. - -- 0 --+-- ,_ E .• - \. _f- 0 ' - - - - r=- ,- L I : -r w --- - - - t-+---+--+--+--+-t-+---+----+ - r re. OO ,.....fD __:_t•-..:.2_--1::'_,,l._£....:~8:QQ.@ -T-Al1'-' O'i O + + ",;-, CD .CO ~ O t r--..... j rr _,..-_ _ ""'>lc,ncc+----i --- I "'-, ,1----t---Fr--- ,,.l J.O b%' +"ji"" :=-a5 ,-. - ,- -,- ' • - u Q_ m m - r--,. • ,., -. -r-- m ~-¾ 1"---------~P1 c; - I -; ---r- -- > "' ,0 ---+-----' cq L± -+--+-,-=~ "'-- \ - rn -r '---I----F"9-'=l==t -, -+-+--ll----1-----l---+-'-{~l""I I - - -- -- - - 00 - -t- -- - - - --- - - -.. _.,,. - I= -- --- _,- -- -- --- -= - -- t---l-_-l-ll----1-----l-----t---l--l"'-;t+,I ',1--+~ vc _ C - - t- PR 1~•, ---Ir" r 1 ~ 1 -+c+=+c--l=l--+-++-+-l-f-=+-=--1~---- - - 1-1--.-.:::.. ,_ _,_ +--+--+--+---+-+ -• ----= - --- +--- --IH'._l-t---l2-$-+H1.t:,(1+_-+ ➔----'f-7tn:1=.+1-1--+--+-+_t-+--+-_-+--+-- -- -- ' ◄ .. --}- - --I _J w ---- r +--+--+-+--l-f-t--t-+--+ -----f---------G-OV R r --~---1----l-----l-t--l----+----l--+----I-I-----l----l _=t-+--+--+--+--+-----'f--t--+----1---+--+ -1-c i-=''l='l-----1 -- --t-+----1---+--+f---t--+--+----= I--=--+----f--+-c=-l=+-+--l-t-1 -+----l--+----+f---t--+----1--+--I ----- +---+--+--+-,--+--+--+-t-+---+---- - 1 fYh -- - --_=4-=-i~l--+---l--+-+-l-l----1---+/+-+-rll -t-/~ ~ r -- )-f-1: -t---- B _:,,I i j ~I - - - t--l--+-+----1--t--l--'f'-~1-t-+--+----+ 0 l--+----1---+--+f--f---l---l -I- - - 00 -'O-m --~ r-101 ~~ -- f-= - -t---- 0 30' SIN C VE -'• ' cb OW i(;,'clf---t--+--tf--t-t--+--+--+--tf---t- -+-+--+-! 13 w j-~ Ld "'--+-f-1--+---tll--+-+--l-t-+--t ½·o --~~+-~ -= ~Q_ _f- - - ,- -tl"=l=-:illlllll-;j\p-"'~rl"---o' b••F"l-'~-l-l----l---++-+-l-l----1-----itl--t--+---!-!--=+--H"'~''>-+---l----'!e+-+-++-+----, l--+--1--+--+-t-+--+--+--+--+--,n - - 9 -,; t--+-+--+-+--l-t-+-+--+-+--+-=~ -,- - -- I n !---t-==1==1=4100~-I --,,-,+-+----,JJ-;f--{-'----l-l--- ~+-++-+----!--t-+~,N~--1~•1,cJ-- +--f---+--+--+--+---+-t-------t----+--+------t-----+-r--,-·ri--r--t=c!==!=ccf---. n '"\ - --F - ------ - - t f-= -- •--I - I ' IN. C VE ,_ 14 1-=1$'-+++=+--++--t--H ! ' -- t--+--+--_+--+--+--+---t f -- ; = -- -------+-t-+--~,-_c-t-----t---t ,-1-+----l----1-----l----l->-=-+----l--+-+-f-=--i-=r--- t- ,- 10+00 \ 4 ,oB.39 ~\1 ~01 (s\}t\"" \ \ \ \ I 20 40 60 ' GRAPHIC SCAI [ 11 +00 LNIJ PUBLIC ~\--RIGHT OF WAY f) -\ -Jw.-. I ·'-[j] :;";~"' ,...._ /Q., ' .• INSTALL INSTALL / , W53 SIGN U''b "IGN r;-:;L _,, '" 0 l23J .:fl I .3 11 FUTURE RECREATION 80 CJ ' - s • ALL JOINTS •~HAI I BE DOUBLE PASS WELDS 0 WATERLINE DATA NO 6/BEARING RADIUS LENGTH REMARKS 1 +-===~--+----1-----+----------N53' I 5'.J5'l 95.58' 8" PVC CLASS 150 2 N80'08'48"W 163.26' 8" PVC CLASS 150 3 N67'33'48"E 131.78' - 4 5 6 7 N29·15•oo·w 69.22 --N29' 15'00"W 35.00 N29· 15·00T N6T33'48T 7'± 87.04' 8" PVC CLASS 1 50 8" CML & C STEEL CLASS 8.. PVC CLASS 1 50 - 8" PVC CLASS 150 1 o· PVC CLASS 150 150 • 12 ---+ AREA e:, • I 12+00 ' l l e:, e:, - F SUNNY CREEK RD_ (EXISTING) \J -I- t2-9 +--+--+--+-+ - \ ~ PfR D 27 "' ' ' ' SEE l!J-:\1 II 111111, CENTERLINl WELL MONUMENT STATION 397+04 EL CAMIN O REAL, 1.45 MILES NORTII OF INTERSECTION W/PALOMAR AIRPORl RO. COU NTY OF SAN DIEGO 90.20 N.G.V.0. 29 - +--t- - \ i \ i I I I SHEEI~ /Nq. I I I I I I NOTE ROAD & SEWER STORM & WATER ~ t-r-t-c=-t----t------t--+-+-----1 - □ CURB DATA (PRIVATE) NO . 6/BEARING 6 6=17'14'00" --7 N64'09'00"E 8 N64'09'00"E 9 6= 1 7' 14'00" -~~---1 0 N81'23'00"E RADIUS 30_00' 57.oo· 88.00' 188.oo· 212.00· LENGTH REMARKS 37 70' 5" fYPE "G" CURB & GUTTER ~-+-~ - 55.26' 5" TYPE "G" CURB & GUTTER 53.06' 6" TYPE "G" CURB & GUTTER ---+-~-55.95' 6" TYPE "G" CURB & GUTTER 6" TYPE "G" CURB & GUTTER --- 6" TYPE "G" CURB & GUTTER 6" TYPE "G" CURB & GUTTER 6" TYPE 5" 5" TYP[ TYPE 11 6=36'26'04" 1 12.00' ~=~~--+-- 67 42' 56.55' 66.65' 66.65' 63 76' 67 42' 71 22' 35.93' 6" TYPE ~TYPE CURB & GUTTER CURB & GUTTER CURB & GUTTER CURB & GUTTER - 12 N62' 11 ·oo·w CURB & GUTTER - 1J 6=141'30'1 1· .io oo· 74.09' 6" T'rPE "G" CURB & GUTTER 0 CENTERLINE DATA -~-----~~--~--~------------- NO 6/BEARING RADIUS LENGTH RE MARKS 1 2 3 4 5 6 7 IJ O 1 N53'15'35"E 45.16' - --I----f-- 6=64'33 '25" 45.0o' 50.10· N62' 11 -□-□~ .. W---+--53 06' 6~36'26'00" 100.00' 63.59' N81'23'00"E -67 42' 6~ 1 T 14 ·oo· 200 oo· 60 1 6' ---- N64'09'00"E ~ 1 26.27' SEWER (PUBLIC) 6/BEARING RADIUS LENGTH REMARKS --- --- SEE CMWD PROJECT 92-406 --------- SEE CMWD PROJECT 92-406 r -SEE CMWD PROJECT 92-406 ~ -- • PER CMWD PROJECT NO. 92-406 ~-----------------~ "AS BUILT " DWG 383-9 DRA IN ARE PRIVATE AR E PUBLIC /;/;;_ /Jl /,e,_;.Q___ 27.Q:!\o't /,/,rS::27.,,o EXP.1 2·"'11-o J' DATE INSPECTOR DATE ~ CTTY OF CARLSBAD ~ f----+---t---------------------1-----+---+------I---~ ENGINEERING DEPARTMEN T ~ :==='--'==========~== /1\ DATE INITIAL DATE INlllAL DATE INITIAL ENGI NEER OF WORK OTHER APPROVAL CITY APPROVAL IMPROVE MENT PLANS FOR: ACCES S ROAD TO LOT 17 3 (PRIVATE) THE TERRACE S AT SU NNYCREE K I LLOYD HUBBS F'tC23889EIRES12 /31 /01 OWN BY: I PROJECT NO. I DRAWING NO. CH KD BY:~ C T 96 02 361 -6B RVWD BY:~ ~---------~ CM WO __ 9_8_5_0_1 __ T ,. , 0 JJ ~ z G) z C ~ tD m JJ 0 JJ ~ z G) z C ~ tD m JJ '-----~ 03290/l 0 JJ ~ z G) z C ~ tD m JJ 1 1 0 z w a, 25 "' w --1--L-+--l--l----1---1---l--1--+-l-+--f-+--+-+--±-f--±-i2e 1 2 AH #lO 31 +95.02 FOXTAIL LOOP = 10+00 SEWER STA. r---. ' -L 1--L---l--l----1---1---l--1--+--l'--+--+-'=-,- -- -,_ '--- ----1-'-+----l-~-f--+---'!-'J---0-+-1= C _+---,-= --', -r - - L J__J_ -L -1-L _j:~:_j___j_--'L-+-l--, L-1-~~L _J_--l=I l-+--l'--+--l-+--+-+--+--1 ~ l-- l-- l-~-l---lL-l---l-+---+--l--+~1-+-1-- - -- --f--l--l--L-l---1-+---+--1---+-L=!---1-+--+-,J ' -= - -- -- -~ -1----1--L--1--1--l---l-+--+-+--+--+ b c_ ' --._ 1-------t=- Lc --N -,. j ~ - -,rti ~ -+---1 --_1--+.~.,,~.: ~:--l-=l-tl7. L Au"'l-l-=.+l-!+.-l!:1-+N"!cll1..-lie&---J==-j aJ -• 4'-14---!--,--1 L_ :+ N -I --=u L--' / ~ ~ -=·,_ -l-1 LL_J_LL_j_LL-+-i-----+---J----:f-i-----J----:f-i-----J----:l\-+==!-11 c.£ -\ / - -- - =--~ I---) J__j _ _J.,_4-_j_-l--,4=-!-ci=---I-----= =-1-----::-~ +-,r+-1 I fl ' J PR ·Pl E GRNO WR 1- 1,1 ' ,_ - -t-,_ I=-l--1-+--f I j -r11 1 ..... 1-, k ' G_ L 111==1-~ I L / -- ' ,_ z 0 N ,_ ~ ~=-l--+---1--1 . "1iw Q,I • !=;- • tC i3 t- II , LI. Et- - 'L' .00 ---1--1 - ,r ' ' ' -- -' ' 1--w w :r:: (/) w w (/) 7 9 I I 10 I® r"-j O') I / I 11 78 77 '--._ ® ' 9+92.21 _CLJYe A-4 CO ' " ,. ,, 31 +55.58 25.62 ' LT FOXTAIL LOOP 1 A-4 co ® I SEE PLAN SCALE 1" = 20· 0 SHEET FOXTAIL GRAPH IC SC<\LE r r, r---. ,- 1--w w :r:: (/) ,, ,.; 12 LOOP 80 ' PROFILE SCALES 1---+---l--+-- '-· ' I- I V \._ L ---1---1---l--L-+--ll-+--l-+ --'--'---'---+-- 1--+-I-+--+-+--+-+--f- - ----I L__J__ .l---1---= - -_, L±c...1 · 1 0 1 1 - 0 WATER DATA (PUBLIC) NO 6/Bf ARI NG RADIUS I FNGTH RFMARKS 1 N7 □-19'1 2 "W -95.00' 10 " PVC e--2'-l-'..'N"-7.'.'.0~. 1cc9c,., ~1 2',,,',v'-, -+--_--+-cl"c1°:c6";2';'1;c,+1 O;;c.~. 'CccMc:L-;&c;Cc--1c;O,'--;G;-;A,-. -cS~T L- All JOINTS DOUBLE PASS WELD <> SEWER DATA (PUB LIC) L/BEARING RADIUS LENGTH R[MARKS 213.93' ..... ' - _L --'- l !I It-LT ,Fw t - 8 ,7J 8" PVC -l--I- -f-- 1 2 C-900 ON 200' VERTICAL RADIUS NOTE ROAD & SEWER STORM & WATER , ) ,, --), DRAIN ARE 1"=20 ' HORIZONTAL VERT. 1 "=4' ARE PRIVATE PUBLIC -,_ be~ LL.JL--il--l----1-+----1--1--+-+-1--1--l' Ke' z O> J__c__ ...C>J ~ J _ _J_ co z ~ -,-_ ' f 6.13' 8" RC' z ----~I---- @ .5, 0 ---"' ll)_f-- l-- 1 0 0 STOR M DRAIN (PRI VATE ) NO. 6/8lARIN G RADIUS LENGTH REMARKS - N 12"4 2' 16"W 46. 13' 18" RCP 1350-0 GAS KETED JOINTS 2 N58"3J'oo"w 135.79 ' 18" RCP 1350-D GASKETED JOINTS 3 N58"J3'00"W 82 36' 18 " RCP 1350-D GASKETED JOINTS Hl-:.\1 11 \I \Il k CENTERLINE WELL MOU MENT -6' 0 X PJ i - L__ _ _L_ ____ ~ __ _L_ ___ -~ I I EM # 35:39 PALMER • C IP 8" PVC C-900 • (TO SMH #21) WA\ StWER EXTENS ION r STATION 397+04 EL CAMINO REAL, 1.45 MILES NORTH OF INTERSECTION W /PALOMAR AIRPORT RD . COUNTY OF SAN DIEGO 2/12/01 MEC DA TE INITIAL L 90.20 N.G.V.D. ENGINEER OF WORK MESVRO 1\DATA\ 1469\AUTOCAD\IP\ONSITE\ 14691P20 ' - 1 " GP @ 1-J .7 9 i -- - -- l--- - 1 1 f>. REPLACES SH EET 20 ORIGINALLY SIGNED 10/4/2000 REVISION DESCR IPTION ,, ---1---J..C' - -- NOTE OFFSITE WATER & SEWER FROM SUBDIVISIO N BOU NDARY TO COUGAR uJ DRIVE TO BE CONSTRUCTED uJ PER SHEET 21 (j) L • 12 :_ ci l--+-1-+--l--l,~+-- = - ' I f- I--+---1- I- -1----,f-' - - ' ,-, ,., •L---1-c-' = L -L__ -L- _j__J__j__j - I-t=- L ' I ~ I--1---i--i~+--i--"-i --+--i--i-+-+---J-+-+---J-t-+--J----j - - DATE INITIAL DATE INITIAL OTHER APP ROVAL CITY APPROVAL -'- L--1---1--+-' ' 12 r ' l l J.Ci;I] o 't EXP / 1-I 1-oJ DATE REVIE:.\JED/BY, , ; ,✓ C,.~ lNSPECTOR DATE CIT Y OF CARLSBAD ENGI NEERING DEPAR TM ENT IMPROVEMENT PLANS FOR: SEWER -WATER -STORM DRAIN FOXTAIL LOOP TO BOUNDARY C.T.96-0 2 C2~EXPIRES 12 /31101 ~.2,J;/ol DATE OWN BY: I CH KD BY;,l"\-"-"l'-,:c__ 1 RVWD BY: ~~f' . PROJECT NO C T.96-02 CMWD I DRA WING NO. . 361-6B 98 501 - ll3Z904 _J Ii )> < < z n s er rr 0 Ii )> 2 z Cl C. ;:: Cl] m JI -f - L J__J__c_J -~ -= ---l-+-+-+--+-+---1----1 -+--+---1-c-C +--!-+-1----!--l--i----+---1---1+--i--l--i----+---l-+-----+---l---1+-+f-=---I-+--!-+--+ -',-I ~-1--++_.,t c,-'-:,"1--t-t--t---i-,_ -_ --·~ -' .... -C:1 ..... =_ - -,= _ _[ _ _j_ -t=""" --.J ~· ...J .z . --i---J---1-i-+--J ---1-4 = -l--fl.-i---i---t---l~!--h--i=---i--'l'iU1-e i · ·--f---+-+--+--+--+--+-+-+--+--+- - - l=+-_J___j___j____J_ -~+~£+-4---1~1-+--++-4-+~•b.. F 1 1 J 1 j --- -'1 ,: _J (;),-{· _{/} c. f 7 cn l ' i's ~ ;; , 9 --= - -- t-+--±c-+--f--+ -~ r±-+--+-+---i-~ r I-~ l:-:;-1-N t :;J;: ifi -I l---f---l~f---l=-/i'J--i---f---1-f--N ~Cl"!- -u +~+-+=¼-tc=l~t-c-tt-+-i--t = ---' p -.-N ~ -! .I r----:, ! N !c--++4---l~l-±c-+--6.+---lr---1 -~ ~ "1r. f='l-1~-1--i-=c-t---i----t~i--t ----ll-t-±--+--±--+----1-j--t--j -+--H-+=l------1-1-+-+--+-+---I-+-I ~--++---1 _---l-t-<zci.~,-i~#h ~'<I-'-+=.--=---· .--v - • --l--+-+---1-1-+--+ -t-,-<SiiW.+--+--i--it-+---I-F-+--±--+--±---1-+-+--f''-' I-+--l=i--=+--+=±---1--dJ--!I-+--1....--....: =... -I ... b I--f;-''1--"f'-' ,-"11/-=f---+l'c' /±7-b+-++--~ ~ --~,-,~--t-+-i--~---i :_;t ·t-= 0 ~I r,...1.--I :::_ - 1154 >--1--f--+ -~1=--1---'1'-+-++--l:::' m +-+-+.i vi '.,1 ,.[ __ -l--l--l--+ _-+-+---l---l----1--I-~ --t--t~---1-n_7_ --jrt-r-r-J-t-i <j -~•E--CL-1--t-+--t-+-< / C [;:q '-, ,.'hl-,-+-+-+2~,_ ,+=Q+=+-+-+ .,...... ~-et: r, z / :n + ':-11 --I ~(., '/ • t- 1--1--+--I -+--+ -t--t - -I- CD _, -A -+- -- - - I-.... -.., - -+-c -. = - - - ,- Ire \ QI • - ' - ,---+----£.!'Ia+-+-+-i ,_,_-,_~-f-+--+-+-+-+-~---1-~ ::J -+-+--tr-' -+--f+H +--1 -1-,.;-f"\ , I->---~ l----/ ~ +--4-,J-cjr-:,I-±_ ---l~c-+-+ L -I-_J_-L--l--l-+---t--1---U~~N:,W___J__ ~ - - ~ - -~ '-' -+- --- j-+-- -= f l---F- +--' -- -~ -~ -t- i-1--l,--1--f----l-4---l----J1-_,.,_.,:_ !l+f --l/-"' :,-J-l;o[-~t=:ft---t---tr!-r--t-7----ir---~ ,+=- i-~ : -I. .::_ I-:I:=--,-,--r- . --•.,, , "' Tc a H 9 . -+--~ -' -- -r=-~ - - -- I-+ It--' t ---= t--=: -=-,-r u:· I-- - --~ ---= ' =-+---l--f--+-+-+-+---l---1----1-C -,-+--+ -0: t -+-+-+=t-r-+-+-+-t--t-:c------C:--t-+~---1 -+---I--± cc-+---i~----1 -I-~ e-l-~-f--ff_8-ll-+-_++,-=-+---I_ -_-+ ~ - --f=-t~r-+==i-c+-t---r -=r-+---1--±--+-t--t--~ ---'1c-i+--+---l--l---+---1---- -c-+--+---+--+--+-l--+-+---1-----l -~ --+-+-----1-+-+-+-+-+---l-t--e-= l-+---l--=+---l----l-l---1----1----1---1-~--4 -· --F-+--t---1 --+-+--±-+---±~+-+--! -~ ' --I= t---+--+-+--=i~t-+-+--+-r t--+--+---t---1~J-----+-+--F--+ --+--+-!--+--+---' ~ I--- r t--:-=:------ -- -,---1~1---1----1--+-+---!~l---t=-I l---t---1--=1~ --1-+---1-+= = I-,_ --' --l-+='-1=--+--+--+-~•-~+--+-t----i-t--c±--+--+ --- - 1 ... .. -. - I -~ - = ~ 12 0 N w uJ -:c <J) - ~•-+•~ <J) (.) f -z. ? (fl \ MESVRO 1\0AJA\ I 469 \AUTOCAD\IP\ONSITE\ I 469IP20 - - - 13 - t-+=+--t---1-~~ ,- +--+-+---±~+-+-+--+--+---,-~ -- --- t- -+--+--±c--1-f-+-+--+-+-l------ 14 15 - --PROFILE SCALES HORIZONTAL 1 "=40' VERT. 1 "=8' ~ -+-+=+--t-il=t--t-=+--t--t - ~ -,-' ~l-i-+--+--+---t---J--I- r ~ ---'F-+-+-+-+-+---'F-+--1--+--1 +---t---i-t--+--+--+--~ 1 6 17 - - - -~ -I- 18 CONN ECT TO B" ·vcp STU BOUT @ -E:X Ala W/ APP80VED COUPLING RAIL CONN TO EX 12" ACP RE MOVE 2" BLOWOFF ANO ADO 12" X 1 Q" FLG REDUCER W\ 1-1 Q" FLG X PJ TRAN SITION CLPG W & 1-11.25' PJ BENO W/TB > CY o NOTE 0:: 0 EXISTING COUGAR PUMP STATION TO BE TAKEN OUT OF SERVICE BY CMWD FORCES ~\ i':j I I I I I I .::, 0 0 ' NOTE: NO WORK ON THIS SHEET CAN BEGIN UNTIL EASEMENT DOCUMENTS HAVE BEEN ACQUIRED ANO RE CO RDING INFORMATION FILLED IN . j ' ' .:. )-'" , - <> CAUTION!!! THE SOILS ENGINEER SHAL L BE ON SITE DURING TRE NCHI NG OF FACILITIES PROPOSED ON THIS SHEET . THE SOILS ENGI NEER SHALL PROVIDE SPECIFIC RECO MMENDATIONS ON HOW TO OBTAIN A CO MPETENT BASE FOR TH E TRENCH IF UNDOCU MENTED FILLS ARE EXPOSED . THE SOILS ENGINEER SHALL ALSO PROVIDE SPECIFIC RECO MMENDATIO NS ON HOW TO MAINTAIN STABILITY OF THE EXISTING RETAININ G WALL PARALLELING THE TRE NCH . IN EVENT STAB ILITY OF TH E WALL CANN OT BE MAINTAINED. DEVELOPER WILL BE RESPONSIBLE TO REPAIR DAMAGE TO WALL CAUSED BY CO NSTRU CTIO N. PRIOR TO ANY PIPE BEI NG LAID IN TRENCH, SOILS ENGINEER SHALL CERTIFY THAT THE PIPE BEDD ING MEETS MINIMUM BACKFILL REQUIREMENTS OF 90% COMPACTION. IF NOT. THE SOILS ENGI NE ER SHALL PROVIDE MEASURES TO ACHIEVE A STABLE PIPE BEDDI NG FOR THE EXISTING CO NDITIONS. NOTE CO NTRACTOR SHALL MEET WITH PROPERTY OWN ERS TWO WEEKS PRIOR TO BEGINNING CO NSTRUCTION. ISSUES CO NCERNIN G LIVESTOCK. FENCI NG RE MOVAL AN O REPLACEMENT, SCHEDULI NG OF CO NSTRUCTION. AN D SEWER LATERAL LOCATIONS SH ALL BE RESOLVED IN CO NSIDERATION OF THE OWN ER'S REQUEST, QU ANTITIES NOT INCLUDED ON SHT 2 SE WER DATA DI GALE RT NO 6/BEARING RADIUS LENGTH REMARKS STATE LAW REQU IRES YOU CALL 2 DAYS IN ADVANCE OF DIGGING OR EXCAVATING ON A PUBLIC RIGHT OF WAY OR EASEMENT 1 N70'19'I 2"W 8.28' 8" PVC (SOR 35) ' 2 6 ~28'51 '28" 400 00' 201 46' 8" PVC (SOR 35I • 3 N4I'27'44"W -290,00' 8" PVC ISDR 35) • l-4~1-~N~88~.=o-s~-,-7~"w~-+--_-~==3=7=2=87'~8~'~P~V~L~~rc~E~R~T~.A~-~L-O_C_K_C_Y_OOI ' * CIP ITFM # 3539 PALMER WA1 SEWER EXTENSION QU ANTITIES NOT INC LUDED ON SHT 2 0 WATER DATA ~JO. 6/BEARING RADIUS LENGTH REMARKS 10" PVC " 3 N79'43' I 4 "w -29 32' ID" PVC• 1-800-422-41 33 NOTE: EX ACT LOCATION & DEPTH OF ALL EXISTI NG UTILITIES IS UNKNOWN . CO NTRACTOR TO FIELD VERIFY EXACT LOCAT IO N & DEPTH OF ALL EXISTING UTILITIES PRIOR TO CO NSTRU CTION . NOTE : TREES DESIGNATED "TO BE REM OVED " ARE IN CONFLICT WITH TREN CHING OR FACILITIES ANO TREE S DESIGNATED "TO REMAIN " 00 NOT APPEAR TO CO NFLICT WITH TRENCHING OR THE PROPOSED FACILITIES, BUT MAY BE SU BJECT TO IMPACTS THAT AR E NOT CUR RENTLY -VISIBLE. {I.E. PO SSIB LE RO OT DA MA GE OR UNFORESEEN NOTE: ALL ST EEL WATER LI NE JOINTS TO BE DO UBLE PA SS LAP WELDE D .-, RE LAT ED ACTIVI TIE S) .,,s::,.Glc.c-=o'··::,;'O~·"-.--------'----------------__J • USE GER TA-LOC K C-900 10 " RE STRAINED JOINT PV C PIPE AN D COU PLI NGS ,<,,"._, , , ,~ ,v ~ , '1{r '1-: OR APPROVED EQU IVALENT. l" ~?--' ·•44. c;:t IH:'<I 'I1 11 ll<h CEN TER LINE WELL MOUMlNT STA1I0N 397 +04 EL CAMINO REAL, 1.45 MIL ES NORTH OF INTERSECTION W/PALOMAR AIRPORI RD COUNTY OF SAN DIEGO 90.20 r N.G.V D. ' ' 2/12/01 M[C f\ REPLACES SHEET 21 ORIGINALLY SIGNED 10/4/2000 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ( • ,~("5"))<.t<> EXP /7-'J I •0 • DATE R~EV~:a INSPECTOR DATE CIT Y OF CA RLS BAD ENGI NEERING DEPARTMENT IMPROVEMENT PLANS FOR: SEWER & WATER-BOUNDARY TO COUGAR DR STATIONS 12+12± TO 17 +2 5± OWN BY: CHKD BY: J l i'- RVWD BY -.l\S- C T.96 -02 c2fs9 EXPIRES 12/31 /01 3 ;:z,, /,,, I DATt I PROJECT NO I DRA WING NO. C.T 96 -02 361 -6B ~-------~ CM WO __ 9"--8"'---5"--0'-'1'------ 032904 0 IJ r ~ JJ ~ CD m r :::I JJ f. < < [JJ rr • 6 rr < 0 [iJ [sJ [sJ 1 6 MEDIAN NOSES TO BE PAI NTED YELLO W I \ \ 15+ 12.64 ii:g] \ __L \ [i] [i] ' \ 15+12.7 0 9_oo'R,. , B. 00' RT -~ ~~ I I I ' I I I ' I / I I ' ' \ [2_4] MEDIAN NOSES TO BE PAINTED YELi.OW 0 5 10 GRAPHIC SCALE 15+47.16 BADGER LANE +9+97,80 WOLVERI NE TERRACE llF:f\('11 M1\I{~ GEN TERLINE WELL MONUMENT , t •!, STATION J97+_04 EL CAMINQ RE/I L, 1.4!,_ MILES NO[ITH OF INTER:i[CTION W/ PALOMAR AIRPORT RD. COUNTY OF SAN DIEGO 1 \ I I, , 90.20 -'--' Tl 1M N.G. V.D. 29 □ CURB DATA NO. 6/BEARIN G RADIUS LE NGT H REMARKS I frc109"55'01" 2.00' 3.84' 6" TYPE 8-1 MEDIAN CURB PER G-6 2 6-02"54'20" 55.00' 2.79' 6" TYPE 8-1 MEDIAN CURB PER G-6 3 6-79"35'12" 2.00· 2.78' 6" TYPE 8-1 MED IAN CURB PER G-6 4 6-02·20•24" 192,00' 7,84' 6" TYPE 8-1 MED IAN CURB PER G-6 5 .C..=109·47' 12"' 2.00' 3.83' 6" TYPE 8-1 MED IAN CU RB PE R G-6 6 6 -10"39 '28" 13.00' 2 42 ' 6" TYPE 8-1 MED IAN CU RB PER G-6 -- 7 6-50"37'04" 2.00' I 77' 6" TYPE 8-1 MED IAN CURB PER G-6 8 N25"38'09"W -7.46' 6" TYPE 8-1 MEDIAN CURB PER G-6 9 6-82"07'29" 2.00' 2.87' 5" TYPE 8-1 MEDIA N CURB PER G-6 10 6-03'54'51" 55.00' 3.7 6' 6" TYPE 8-1 MEDIAN CURB PER G-6 11 6-111·13'32" 2.00' 3.88' 6" TYPE 8-1 MEDIAN CURB PER G-6 --------12 6-41'32'18" 13,00 ' 9.43' 5" TYPE B-1 MEDIA N CURB PER G-6 -13 6-130"42'00" 2.00' 4.56' 5" TYPE B-1 MEDIAN CURB PER G-6 1 4 6-01'40'27" 206.00' -6.02' 5" TYPE 8 -1 MEDIAN CU RB PER G-6 ----15 6-90'00'00" 1,00' 1,57' 6" TYPE B-1 MEDIAN CU RB PER G-6 - 16 N71"51 '29"E -0.47' 6" TYPE B-1 MEDIAN CURB PER G-6 17 6-9 7'52' 17" 1.00' 1. 7 I ' 6" TYPE B-1 MED IAN CURB PER G-6 18 6-03'23' 44" 192.00' 11 .38' 6" TYPE 8-1 MED IAN CURB PER G-6 19 6-173'00'32" _50 ' 1.51' 6" TYPE 8-1 MED IAN CURB PER G-6 20 6-04' 15'33" 150-50' 11 _23' 6'' TYPE 8-1 MEDIAN CURB PER G-6 15 20 21 6-73'01 '22" 2_00 · 2.55' 6" TYPE 8 -1 MED IAN CURB PER G-6 ---- ----22 6 -07'39'25" 30,00' 4.0 1' 6" TYPE 8 -1 MED IAN CU RB PER G-6 23 6-114'13'26" 2_00· 3_99' 6" TYPE 8 -1 MED IAN CUR B PER G-6 24 ---6 -02·34'04 " 214.00' 9_59' 6" TYPE B-1 MEDIAN CURB PER G-6 ---25 free 1 so·oo·oo" 4.00' 12 57' 6" TYPE 8 -1 MED IAN CU RB PER G-6 26 frc02'09'27" 206.00' 7 76' 7TYPE 8 -1 MEDIAN CURB PER G-6 - INSPECTOR I SHEET I CITY OF CARLSBA D ~ t---+---t-------------------+---+---+----+----i ~ ENGINEERING DEPARTMENT l__3__'l_j :==~==========="===: DATE INITIAL DA TE INITIAL DATE INITI AL ENGINEER OF WORK REVISION DESCRIP TION OTHER APPROVA L CITY APPROVAL IMPROVEMENT PLANS FOR THE TERRACE S AT SU NNY CREEK C.T. 96 -02 ENTRANCE MEDIAN DETA!lS BADGER LANE( PRIVATE) APPROVED - /4..,/~~~ WYENQNE PE ~IRES OWN BY: CHKD BY: -'k17r-- RVWD BY: PROJECT NO. C T ',1(,-o 2. Jc, DATE DRA WI NG NO. 361 -68 CM WO ~9~B~~5~□~1 __ ' ' 0 JJ -~ • ' .. " j, ' • z Gl < z C ,: s DJ gJ C f ,- 0 JJ < " ~ , I > " z - 7 Gl ; z < C < s ~ DJ m • JJ C a 032904 0 JJ , ~ ' ,, " " > z Gl ' ' z C ' ~ ' ' DJ ,, m ' JJ " -, 1s • l 0 JJ , ~ ~ -z ~ ' Gl , z -... L s -(SJ OJ m 2 :D ' '· ~ RETAINING WALL SEE SHEET 12 i--~-------8 '-6" ---------1 18" RCP STORM ----._, DRAIN, I.E. 184. 0 3' -6" 18" RCP STORM --....i DRAIN BACK OF SIDEWALK AND RIGHT-OF -WAY I.E . INTO INLET BOX • 183. 8 10" FOR SEE f-0 w 0 ..J z --co + (D co er N ::, u < c,l f- CJ) 9" TYP . 2 '-0 " 8 '-0" 32 2 '-0" l 1-6" TYP . PVC WATER CONTINUATION SHEET 1 1 PROVIDE AND INSTALL 3/4 " CRUSHED ROCK. MINIMUM DEPTH OF 4 INCHES, 4 FEET AROUND THE PROPOSED PRESSURE REDUCING STATION IMPROVEMENTS , CONTINUE TO SIDEWALK OR ACCESS ROAD . NO IRRIGATION/PLANTS WITHIN THIS AREA. NO . 4 BARS 12 •• O.C. EACH WA 7 '-0 ~ 13" 't_ EL . 183 .65 CTYP . BOTH SI DES) 6" 2 '-6 " 1 /2" BRASS CHECK VALVE 10 0 0 r-.. co + co N < f- CJ) SET VAULT ON 1 2 " OF 3 /8" CRUSHED ROCK CS J \ \FS\DWG\64 7004\SC PRSM 1.0WG OJ -21 -00 \ 6:4 7: 1J 22 ,,, I ,,, 18 2 '-6" 1 '-8" 9" TYP . 9 ! -0 n 1-~-------_:_---''--------------+-J-I--+--12" TYP _ 2'-0" ~+ 3 FT . HATCH 9" l '-3" 23 1•-2"1•-1" 2'-75/8" 12" 2'-13/8" 1'-6" 12·1•-1" NO . 4 BARS 12" O.C. EACH WAY (TYP . BOTH SI DES) C? z -u ::, 0 w O'. 28 "' r-.. r-.. 0--+ <O N < f- CJ) 1 '-5" 2 '-6 .. 10" PVC WATER FOR CONTINUATION SEE SHEET 12 PRESSURE REDUCING STATION PLAN SCALE : 1/2" • 1 '-0 " 13 J---~I 3 '-0" n II II II ' ' . ' . ' TOP OF HATCH TO MATCH BACK OF SIDEWALK ELEVATION LOC ATE LIGHT SWITCH AND AND BLOWER TIMER SWITCH WITH I N 1.5 FEET OF HATCH OPENING 3 '-3" 1 '-6" ELECTRIC SERVICE PEDESTAL, SEE DETAIi MATERIALS LIST NO . □TY . 0 1 EA . 0 2 EA . 0 2 EA . MATERIALS LIST CON 'T NO QT Y 8" PRESSURE REDUCING AND PRESSURE SUSTAINING ~ VALVE, CLA VAL MODEL 92 -G-Ol BCKC. D. I . BOD Y, S.S. V TR IM, CLASS 150 FLANGES, EPOXY COATED INTERIOR AND 8 EXTERIOR, WITH X-117C VALVE POSITION TRANSMITTER , 18 CRD 30-300 SPRING RANGE , CRL 20-200 RANGE . 8" X 10" FLANGED REDUCER. CLASS D FLANGES. 10 GA W STEEL WITH MORTAR LINING . \:.'.:) 10" GATE VALVES, CLASS 150 FLANGES, WI TH HAND WHEE L. 3 EA . 2 EA . 1/2" COPPER TUBING TYPE K (HARD) WI TH PROTECTIVE WRAPPING . 4" FLANGE X VICTAUL!C STEEL SPOOL, 10 GA ., MORTAR LINED, CLASS D FLANGES, WITH VJCTAULIC COUPLING STYLE ND . 77 . 4" PRESSURE RELIEF DISCHARGE LINE, FABRICATED. 10 GA . STEEL MORTAR LINED AND PORTION MORTAR COATED, TO DISCHARGE BASIN . 4" X 6" FLANGED REDUCER, CLASS D FLANGES . 10 GA . SO. OPENING, SHEET 23 0 2 EA . 6" FLANGED GATE VALVES, CLASS 150 FLANGES, WITH HAND WHEEL , § STEEL WITH MORTAR LIN ING. ABOVE 1 EA . TYP . ON 4 0 4" PRESSURE RELIEF VALVE, CLA VAL MODEL 50-A-01 BSKC, D. I . BODY, S S. TR IM. CLASS 150 FLANGES, EPOXY COATED INTERIOR AND EXTERIOR. CRL 20-200 PSI RANGE. 0 "' <O 0 + 0-- N < f- U) BACK OF SIDEWALK AND RIGHT-OF-WAY I 3 1-0" I \ ~ \ GENERAL NOTES 0 1 EA . 0 2 EA . 0 4 EA . 0 1 EA . @ 1 EA. G EA . G EA . G 1 EA . G 8 EA . @ 1 EA . IO" ST EEL FLANGED SPOOL . CLASS D FLANGES. 10 GA . STEEL WITH MORTAR LINING . 8" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MOR TAR LINED, CLASS 150 FLANGES, WITH VICTAUL I C COUPLING STYLE NO . 77 . PRESSURE GAUGE -ASHCROFT -3 1/2" -1009A 1/4 PER GAUGE DETAIL . 6" X 6" X 4" FABRICA TED 10 GA. STEEL TEE MORTAR LINED WITH CLASS D FLANGES . 10 " X 10" X 6" FABRICATED 10 GA . STEEL COMBINATION .TEE , BEND , AND SPOOLS, WITH THRUST COLLARS PER DRAWING, WELDED JOINTS, CEMENT MORTAR LINED AND COATED . COATING SHALL EXTEND INTO THE VAULT UP TO THE WELD-ON FLANGES . GALVANIZED STEEL LADDER (ALHAMBRA MODEL NO . A- 3400), PRECAST CONCRETE VAULT WITH INTEGRAL SUMP . SLOPE VAULT FLOOR 2 PERCENT TOWARD SUMP . DESIGN FOR PARKWAY LOADING INCLUDING REINFORCED CONCRETE THRUS T COLLAR WALLS (PER DRAWING), MASTIC JOINT SEALANT FOR PRECAST JOINTS SHALL BE !GAS BY SIKA CHEMICAL CORP . OR EQUAL . 36" X 36" CHANNEL FRAME DOUBLE LEAF ALUMINUM HATCH FOR PARKWAY LOADING , B!LCO J-4AL OR EQUAL . RUN HATCH DRAIN TUBE TO SUMP . ADJUSTABLE GALVANIZED PIPE SUPPORT, FEE AND MASON, FIGURE 291 . (SIZE AS REQUIRED}. INSTALL FOUR PIPE SUPPORTS FOR EACH PIPE RUN . DRILL 1/4" WEEP HOLES IN PIPE SUPPORTS TO DRAIN WATER/MOISTURE . 4" CLA VAL PRESSURE REDUCING AND PRESSURE SUSTAINING VALVE MODEL 92-G-01 BCKC, D. I BODY. S.S. TRIM, CLASS !SO FLANGES, EPOXY COATED INTERIOR AND EXTERIOR. WITH Xl 17 C VALVE POSITION TRANSMITTER, CRD 30-300 SPRING RANGE. CRL 20-200 RANGE. 1 1 /2 •• ABS HATCH DRAIN, ROUTE TO SUMP AND SUPPORT WITH WALL MOUNTED BRACKETS . ALL WORK SHALL CONFORM TO THE PLANS .AND SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER DISTRICT ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS . PIPING DIMENSIONS ARE NOMINAL . ALLOWANCES FOR END CAPS AND GASKETS SHALL BE MADE AS NECESSARY BY FABRICATOR . CONTRACTOR/FABRICATOR. SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF AL L PIPING AND VAULTS PRIOR TO FABRICATION . ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS . VAULT FLOOR SLAB, WALLS, TOP SECTION, MANHOLE FRAME AND COVER SHALL BE DESIGNED IN CONFORMANCE WITH AASHTO STANDARDS FOR PARKWAY LOADING INCLUDING EFFECT OF RETAINING WALL SURCHARGE . VAULT SHALL BE OF A PRECAST TYPE DESIGN WITH ALL SHOP DRAWING S AND DETA IL ED VAULT DESIGN BEING PROVIDED TO THE DISTRICT. BY THE CONTRACTOR. FOR APPROVAL . MASTIC JOINT SEALANT FOR ALL JOINTS IN PRECAST CONCRETE SHALL BE !GAS BY SIKA CHEMICAL CORP . OR EQUAL . ALL INTERIOR PIPING. VALVES AND FI TTINGS SHALL BE SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS . ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED PER DISTR I CT STANDARDS UNLESS OTHERWISE NOTED REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS . AL L ACCESSORY PIP ING, TUBING. CONDUIT AND OTHER COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE . APPROVED BY : @ 0 B G ® ® 0 @ 0 1 EA. 4 EA . 4 EA. 1 EA . 1 EA . 1 EA . EA. 2 EA . EA . 1 EA . 2 EA . EA . 1 EA . 2 EA . 2 EA 2 EA . 2 EA . 2 EA . EA . EA. 6" STEEL SPOOL, 10 GA., MORTAR LINED, CLASS D FLANG E. 3" X 3 /8" STEEL ANCHOR PLATE WE LDED TO OUTSIDE PIPE . SLIP ON/WELD ON FLANGE, CLASS D. SIZE PER DRAW ING. OF 4" GATE VALVE . CLASS !SO FLANGES, WI TH HAND WHEEL B!LCO LADDER-UP SAFETY POST .. FANTECH MODEL FR150 PLASTIC CENTRIFUGAL IN -L INE DUCT FAN. GRAINGER PART NO. 5C517 . CONTRACTOR TO PROVIDE MOUNTING BRACKETS AND SUPPORTS AS NEEDED . 2" BLOW-OFF . SALDANO . 460-2. 100 W LAMP HOLDER. WALL MOUNTED . BLOWER TIMER . SWITCH . DUPLEX OUTLETS . 2" AUTOMATIC Al R AND VACUUM VAL VE , SUMP PUMP "LITTLE GIANT" 1/4 HP AUTOMATIC, MODEL 6-C I A. 10 " FLANGE BY MECHANICAL JOINT ADAPTORS . 6" PVC VENT PIPE AND 90 DEGREE BEND . 6" PVC X STEEL ADAPTORS . 6" 10 GA . STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND . 6" STEEL INTAKE AIR CAP AND PIPE. ALHAMBRA FOUNDRY. MODEL NO . A-2163, GALVANIZED CAP, PRIME AND PAINT . 36" DIAMETER PRE -CAST CONCRETE RINGS . 36" DIAMETER GALVANIZED STEEL GRATE. ALHAMBRA FOUNDRY, MODEL NO . A-1558-36 . "AS BUILT" L.~ 3 • II -(Yf DATE CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT FINISHED SMOOTH AND EVEN . ALL WALL SURFACES SHALL BE CARLSBAD MUNICIPAL WATER DISTRICT DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD. SUITE 300 CARLSBAD, CA 92009 (760) 438-4422 3-22.-00 ANDREW OVEN DATE 4-1/~ G~ -1-/Z·(JO DEPUTY CITY ENGINEER DATE :~VIEW. ;9'/ c-L..~-"'----""'~=-----..7/4 4z, INS E TOR DATE t---+--+---------------1-----1-----1---1---I ITr] CITXGl~E~Rl£1~~R~~~D SHEETS 2 4 DATE INITIAL REVISION DESCRIPTION DATE INrrlAL DATE INITIAL NGINEER OF WORK OTHER APPROVAL CITY APPROVAL PLANS FOR THE !t'PROJEMENT OF : 490;_325 ZONE PRESSURE REDUCING STATION THE TERRACES AT SUNNY CREEK APPROVED: ~ Z:.t-r~ LLOYD HUBB?iCE2~.12/31 /01 OWN BY: DMC CHKD BY: AD RVWD BY:M PROJECT NO . C.T. 96-02 CMWD 98-501 /c/1//,D ~.,. • DATE DRAWING NO 3b l-b8 • C -\, • C.2904 0 :0 ~ z Cl z C s 01 m I) :i' ~ <. <. z c' z C s CD rr I' 0 :0 ~ z G1 z C s a: m I' 9" 17 + 7'-0" 2' -o" -+------1---lt---ll 13" 6" I 1 o" SUMP PUMP G SECTION SCALE: 1 /2" -1'-0" VALVE SIZE ' . ; 1' -1 O" 2'-6" 1/2" BRASS CHECK VALVE PRESSURE UPSTREAM 38 37 I {J 3'-o" 5" T .. 36 18" 35 • NOTE: TYPICAL FOR EXHAUST VENT ALSO AIR VENT PIPING SECTION SCALE: 1 /2" -1'-0" REDUCING STATI ON DATA TABLE DOWNSTREAM MINIMUM CONTINUOUS MAXIMUM CONTI NUOUS HGL PRESSURE HGL PRESSURE FLOW RATE, )PER MANUFACTURER GPM FLOW RATE, )PER MANUFACTURER GPM 8" MODEL 92-01 490 133 325 61 200 3. 100 4" MODEL 92-01 490 133 325 61 50 800 4" RELIEF MODEL 50-01 330 64 ---800 • MAXIMUM SURGE - 1,800 GPM CS3\ \FS\0WG\647004 \SCPRSM 2.0WG 0.3 -22-00 08: 13:25 2 TIMES DIAMETER OF DISCHARGE PIPE TO OF GRATE-189.9 12" r.· · · p:::::::::::::::::::t==ifl" .. :l·H · l ·. ·. ·. . .. ,• ~ b •, , •. • b • 12" • ·.<·:·. 3'-o" FROM Q SUMP PUMP 0 TELCO JUNCTION BOX (8"x8"x6") ATTACH TO SIDE OF PEDESTAL 6" 2" CONDUIT TO -------- TELCO SOURCE ELECTRIC SERVICE SINGLE PHASE 1 20/240 VAC MYERS ME-UG 125 SERVICE PEDESTAL WITH 1 00 AMP MAIN (CIRCUIT SCHEDULE AS SHOWN) '-----2" ELECTRIC CONDUIT TO WATER VAULT ASHCROFT 3 1 /2" - 1009 A 1/4" PRESSURE GAUGE 0-200 PSI DOWNSTREAM 0-300 P.S.I. UPSTREAM 1" MIP X FIP BALL CORP (FORD FB 1700; JONES J-1931) I 1 / 4" GAUGE COCK 1" X l"/4" BRASS BUSHING 1 " CL 3000 STEEL COUPLING FROM PRESSURE RELIEF VALVE 2" PVC ELECTRIC CONDUIT WITH PULL ROPE TO SDG&E TRANS. '-----2" TELCO CONDUIT TO WATER VAULT PIPING PER PLAN SERVICE PEDESTAL DETAIL DISCHARGE BASIN DETAIL SCALE: 1 /2" -1 • -0" ELECTR ICAL AND CONTROL EQUIPMENT NOTES l. THE VAULT IS CLASSIFIED AS A WET, OUTDOOR LOCATION . INSTALLATION AND MATERIALS SHALL MEET NECA AND NEC STANDARDS ANO CODES . 2. CONTRACTOR SHALL SUBM! T CONTROL EQUIPMENT SCHEMATIC ANO WIRING DIAGRAM FOR REVIEW BY CARLSBAD MUNICIPAL WATER DISTRICT BEFORE PURCHASE AND INSTALLATION OF ELECTRICAL ANO TELEMETRY EQUIPMENT . 3 , PROVIDE THE FOLLOWING TELEMETRY EQUIPMENT INSTALLED AND TESTED . BEFORE ORDERING TELEMETRY EQUIPMENT, CONTRACTOR SHALL VERIFY EQUIPMENT MODEL AND SERIAL NUMBERS WITH CMWD OPERATIONS DEPARTMENT (TEL 760-438-2722). BLACK BOX CORP. P 0. BOX 12800 PITTSBURGH, PA 15241 PHONE (724) 746-5500 FAX (800) 312-0746 1 -MODEM 3400 STANDALONE, ITEM #MD880A 1 -MODEM 3400 RACKMOUNT, ITEM # MD880C REQUIRED SCADA 1\0 EQUIPMENT: CONSULT WITH CMWO OPERATIONS DEPARTMENT (TEL 760-438-2722) FOR CURRENTLY APPROVED HARDWARE RPS INDUSTRIES 13235 ROSECRANS AVE SANTA FE SPRINGS, CA 90670 PHONE (526)921 -7200 2 -PRESSURE TRANSMITTERS MODEL PMC 133-1N1F2B6Q4S MISC . CLA VAL SPECIAL ACCESSORIES NTS CIRCUIT SCHEDULE: CIRCUIT 1 20 AMP LIGHTS ANO OUTLETS CIRCUIT 2 20 AMP TIME CLOCK ANO FAN CIRCUIT 3 20 AMP SUMP PUMP CIRCUIT 4 20 AMP TELEMETRY EQUIPMENT 2 -Xl117C VALVE POSITION TRANSMI TTERS (SUPPL IED BY CLA VAL WI TH PR VALVES) OR CONTACT ROCKWELL ELECTRIC. JIM HUDSON (760) 489-6767, FOR APPROVED EQUAL (TO BE INSTALLED ON PRV'S) 4 5 . HOFFMAN ENCLOSURE WI TH PANEL (30 "H X 24 "W X 12 "D) 1 -D-L30H2412LPB ENCLOSURE 1 -A-30P24 PANEL (OR EQUAL) CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL FEES ANO COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE . PROVIDE 30"H X 12"W PANEL WI THIN TELEMETRY SECTION OF THE POWER/TEL . PEDESTAL FOR MOUNTING OF TELEMETRY EQUIPMENT . GAUGE DETAIL NTS "AS BUILT" APPROVED BY: /4_, --7~ DATE CARLSBAD MUNICIPAL WATER DISTRICT RCE 'f!O/:,~ EXP. -~ (, ~ • ...__ 4 -1'2-oo DEPUTY CITY ENGINEER DATE 'INSPECTOR t----t----t--------------+--+--+---+------< ~ CITXGl~~INGC~~~~~AD ~ ;::::::=::::::=:==========:.:===: DEXTER WILSON ENGINEERING, INC . CONSU LTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE JOO CARLSBAD, CA 92009 (760) 438 -4422 ANDREW OVEN DATE DATE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: 490/325 ZONE PRESSURE REDUCING STATION THE TERRACES AT SUNNY CREEK APPROVED : . ~~~EXP.12/31/01 OWN BY: RLK CHKD BY: AO RVWD BY, W PROJECT NO. C.T . 96-02 CMWD 98-501 DRAWING NO. 3l?l-b8 ' T ' f C , ~ ' 032904 0 :IJ ! z (.7 z C s m JJ 0 :IJ ! 2 (.7 z C s CD m JJ 0 :0 ~ z z C s [I) IT .D . 1 1 GJ i z • C s CD m JJ SJO I £-80t~MO ! 'f ,.,.,.;,,,; ,,,.,., .. ~ ,,,,. -· .~..r1111., ,_, ~1-:1:-.~::;:;r .'"~~ ' .7,/!!30, pprored Feb /.., .s«· Rppror~d F~b 1~ 1,..18 . . CARLSBAD SANITA/i'Y DISTRICT. F/LE.D.F"Efll3, J9JO. I ENGINEER'S OFFICE. APfROVl:0 rEB. I 3, J930 / ~ , ;,ec. Appendix E Encina Wastewater Authority Special Use Discharge Permit Template ENCINA WASTEWATER AUTHORITY . . A Public Agency SERVING THE CITY OF VISTA, CITY OF CARLSBAD, BUENA SANITATION DISTRICT, VALLECITOS WATER DISTRICT, LEUCADIA WASTEWATER DISTRICT AND CITY OF ENCINITAS 6200 Avenida Encinas Carlsbad, CA 92011-1095 Telephone (760) 438-3941 FAX (760) 438-3861 (Plant) (760) 431-7493 (Admin) Thank you for contacting Encina Wastewater Authority to obtain information about the permitting process. This letter will help to facilitate the permit process on behalf of Encina Wastewater Authority. Once the documentation has been received, reviewed, and approved by EWA, a site inspection will be scheduled. Please note, prior to EWA’s issuance of the permit, the system must be demonstrated in the field and functional as per the specifications provided to EWA in the permit application. The standard turn-around time to issue a permit is approximately 4-6 weeks. 1. Provide a completed discharge permit application including all the supporting documentation listed below. 2. Liability Insurance. a. "Encina Wastewater Authority and Membership Agencies" named as Additionally Insured in the Certificate of Liability Insurance. b. Min $5,000,000 general liability AND $5,000,000 for all environmental impairment damages resulting from discharge; valid for the entire duration of the Permit. 3. Provide a sewer map that identifies all test pits, excavation pit locations, and names of each discharge point (Manhole) on the map. 4. Provide representative analytical sample results. 5. Provide a signed Indemnity Agreement from the participating agency Valid Entire Duration of the Permit. 6. Provide written plan approval from the participating agency for the proposed discharge flow rate, flow volume, discharge points, including any special condition requirements (wet weather discharge, Storm Water BMPs, manhole protection, etc.). 7. Provide a printout of Geotracker results with 1000’ search radius (map). 8. Provide details regarding the pretreatment system including the proposed maximum discharge flow rate and max hours pumped per day, the size of the hoses used, (model number of the pump and the max pumping rate, calculations for the retention time in the sedimentation tank, (baffles or no baffles in the tank), the model number and optimum flow ranges for the flow meter, documentation defining the length of straight pipe required before and after the meter for accurate measurements, flow restrictor information (if needed) and sample point details (Spigot). 9. Provide a Ground Water Discharge Sketch to include the details of excavation pump, high level shut off, sediment tank (baffles or not), discharge pump, high/low level shut off, treatment train, inverted U, straight pipe, flow meter, straight pipe, governor, sample point, etc. Please contact me directly with questions or concerns. Thank you, Robert Grigg Encina Wastewater Authority Environmental Compliance Source Control Manager rgrigg@encinajpa.com Office: 760-438-3941 ext: 3603 1 INDEMNITY AGREEMENT THIS AGREEMENT is made on , by and between the MEMBER AGENCY DISTRICT OR CITY AND THE ENCINA WASTEWATER AUTHORITY (hereinafter "Licensors"), and _________________________________(hereinafter "Licensee"); Licensors and Licensee shall sometimes hereinafter be referred to as the "Parties". R E C I T A L S A. Licensors are the owner/operator of the sewer treatment plant located at 6200 Avenida Encinas in Carlsbad, California (the "Property") and the associated collection system; B. Licensee now desires to discharge to the sanitary sewer system as described in the Special Use Discharge Application attached hereto and made a part hereof. NOW THEREFORE, in consideration of the granting of the foregoing, the mutual premises, covenants, conditions and agreements hereinafter set forth, and other good and valuable consideration, the receipt and adequacy of which are acknowledged, the Parties agree as follows: 1. Grant of License - Licensors hereby grant to Licensee, and its employees, representatives and contractors a non-exclusive license (hereinafter the "License") to discharge to the sanitary sewer system as described in Recitals Paragraph B above. This License shall commence on ______________, and shall end on , unless the parties agree in writing to extend the term of the License. Prior to the expiration of the License, Licensee shall, at its sole cost and expense, (a) permanently close the connection to the sanitary sewer system and (b) remove all debris resulting from operations. 2. Compliance with Laws - Licensee shall conduct all operations, which are the subject of this License in compliance with all federal, state, and municipal statutes and ordinances, and with all regulations, orders, and directives of appropriate governmental agencies, as such statutes, ordinances, regulations, orders and directives now exist or provide. 3. Permits - Licensee, at no cost or expense to Licensors, shall be responsible for obtaining any and all governmental permits and approvals, which may be necessary for it to conduct any work or activities under this License Agreement. 4. Liens and Claims - Licensee will not permit any mechanics', vendor’s, or similar liens or claims to stand against the Licensors for labor or material furnished in connection with any work performed by Licensee under this License Agreement. Upon reasonable and timely notice of any such lien or claim delivered to Licensee, Licensee may bond and contest the validity and the amount of such lien, but Licensee will immediately pay any judgment rendered, will pay all proper costs and charges, and will have the lien or claim released at its sole expense. 5. Cooperation - Licensee agrees to coordinate its activities with Licensors to minimize any impairment of access by customers or business invitees of Licensors to the Property. 6. Indemnification - Licensee agrees that it will indemnify and hold Licensors, their officers, directors, agents and employees, harmless from and against any claims, demands, liens, 2 actions, suits, judgments, losses, damages, attorney's fees, costs or expenses, and civil criminal or administrative penalties based upon or arising out of or claimed to have arisen out of alleged acts, errors or omissions of Licensee or its authorized contractors, employees and agents in conducting the activities under this License Agreement, including the activities authorized under the Wastewater Discharge Permit issued by the Encina Wastewater Authority (EWA). This indemnification is expressly conditioned on the following: (a) In the event Licensors identify any matter to which this indemnification may apply or receive a notice or claim from any third party of such matter, it shall immediately, and in every case within ninety (90) days of said notice or claim, notify Licensee in writing of such matter. (b) Licensors shall cooperate with Licensee by allowing Licensee, its agents, representatives, contractors and consultants, prompt and ready access to the sanitary sewer system for the purpose of investigating any matter to which this indemnity may apply. Licensors shall provide Licensee with copies of all investigative reports, data or other information in any form which Licensors, its consultants, agents or attorneys may have pertaining to any such matter, on request of Licensee. (c) Notwithstanding anything in this agreement to the contrary, in no event shall Licensee be liable for any special, indirect or consequential damages, including but not limited to claims for loss of use, rents, anticipated profit or business opportunity, or business interruption or mental or emotional distress or fear of injury or disease. (d) This indemnification shall survive termination of this Agreement and expiration of the Permit and shall be effective until the expiration of any applicable statutes of limitations. 7. Compliance with Wastewater Discharge Permit - Licensee agrees to comply with the EWA Pretreatment Ordinance and the terms of the Wastewater Discharge Permit issued by the EWA. Licensee shall not add to the sanitary sewer any material not authorized under the Permit. In the event Licensee adds any material to the sewer that causes a violation of EWA's NPDES Permits, as defined in the EWA Pretreatment Ordinance, Licensee shall indemnify Licensors in accordance with paragraph 6 above. 8. Severability - In case any one or more of the provisions contained in this Agreement shall be invalid, illegal or unenforceable in any respect, the validity, legality, and enforceability of the remaining provisions contained herein shall not in any way be affected or impaired thereby. 9. Notices - Any notice provided for herein or otherwise required to be given hereunder shall be deemed received when personally served or three (3) days after mailing by certified or registered United States mail, return receipt requested, postage prepaid, or by facsimile machine, with transmission and receipt confirmed, or by nationally recognized overnight delivery service, addressed as follows: To Licensors: Encina Wastewater Authority District or City 6200 Avenida Encinas Address Carlsbad, California 92011 3 To Licensee: With Copies to: The person and place to which notices are to be mailed may be changed by either party by providing written notice of same to the other. 10. Assignment Successors and Assigns - This Agreement may be assigned by either party and in and in such event shall be binding upon and inure to the benefit of the Parties' respective representatives, successors and assigns. 11. Entire Agreement - This License Agreement represents the full, complete and entire agreement between the parties with respect to the subject matter hereof, and the rights and remedies of the Parties shall be solely and exclusively those herein contained, and in lieu of any remedies otherwise available at law or in equity. 12. Governing Law - This Agreement shall be construed and interpreted and governed by and in accordance with the local law of the State of California without reference to any choice of law, rules or policies which may refer the resolution of any dispute arising hereunder to the laws of any other jurisdiction. 13. Counterparts - This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, and all of which, taken together, shall constitute one and the same Agreement. IN WITNESS WHEREOF, the Parties have executed this License Agreement by their duly authorized representative on the date first above written. LICENSORS: LICENSEE: DISTRICT OR CITY & ENCINA WASTEWATER AUTHORITY By: By: Name: Name: Title: Title: Date: Date: _ -12- Table 1 LOCAL DISCHARGE LIMITS Daily Maximum Limits Constituent Limits for Users in MWRF Service Area Limits for Users in EWPCF Service Area Arsenic, Total 1.5 mg/L 1.5 mg/L Boron, Total 7.4 mg/L - Cadmium, Total 0.77 mg/L 0.77 mg/L Chromium, Total 3.5 mg/L 3.5 mg/L Copper, Total 11 mg/L 11 mg/L Iron, Total 67 mg/L - Lead, Total 5.1 mg/L 5.1 mg/L Manganese, Total 1.7 mg/ L - Mercury, Total 0.27 mg/L 0.27 mg/L Molybdenum, Total 4.1 mg/L 4.1 mg/L Nickel, Total 15 mg/L 15 mg/L Selenium, Total 2.5 mg/L 2.5 mg/L Silver, Total 4.2 mg/L 4.2 mg/L Zinc, Total 29 mg/L 29 mg/L Oil and Grease 400 mg/L 400 mg/L Total Toxic Organics (TTO) 2.00 mg/L 2.00 mg/L Biochemical Oxygen Demand (BOD) 250 mg/L* 500 lbs/day Total Suspended Solids (TSS) 250 mg/L 500 lbs/day Instantaneous Limits Constituent Limit Limit pH 5.5 – 12.0 units 5.5 – 12.0 units Temperature 140° Fahrenheit 140° Fahrenheit *Permittees in the MWRF Service Area as of February 22, 2012 are grandfathered in at their existing pollutant loading for BOD. 2.13 BEST MANAGEMENT PRACTICES EWA may develop BMPs by ordinance or in individual Wastewater Discharge Permits to implement Local Limits and the requirements of Section 2.1. EPA APPROVED SAMPLING AND ANALYTICAL METHODS Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding Time4 BOD or CBOD SM5210B*P, G, FP COOL, 0‐6°C 48 HOURS COD HACH 8000*; EPA 410.3 & 410.4 REV 2.0; SM5220C & 5220D P, G, FP COOL, 0‐6°C, H2SO4 TO pH <2 28 DAYS CN, AMENABLE SM4500‐CN (G)P, G, FP COOL, 0‐6°C, NaOH TO pH > 12, 0.6g ASCORBIC ACIDŦ 14 DAYS CN, TOTAL EPA 335.4 REV 1.0; SM4500‐ CN (F) & 4500‐CN(G) & 4500‐ CN (E)P, G, FP COOL, 0‐6°C, NaOH TO pH > 12, 0.6g ASCORBIC ACIDŦ 14 DAYS METALS: Cd, Cr, Cu, Pb, Ni, Ag SM3111B or C, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4 P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Sb SM3111B, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4 P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS SM3114B, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev HNO3 TO pH < 2 OR HNO3 TO METALS: As 4.4*, 200.8 Rev 5.4; SM3500‐ As (C or B)P, G, FP 3 p 3 pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Be SM3111D, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4; SM3500‐ Be (D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: B SM4500‐B (B), 3120B; EPA 200.7 Rev 4.4*P, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Cd (optional) SM3500 Cd (D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Cr (optional) SM3500 Cr (B or D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Cu (optional) SM3500 Cu (B, C, D, or E)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx EPA APPROVED SAMPLING AND ANALYTICAL METHODS Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding Time4 METALS: Fe SM3111B or C, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*; SM3500‐Fe (B or D) P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Pb (optional) SM3500 Pb (B or D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Hg SM3112B, EPA 245.1 Rev 3.0*, 245.2, 245.7 Rev 2.0, 1631E P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 28 DAYS METALS: Mn SM3111B, 3113B, 3120B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4; SM3500‐ Mn (B or D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS:Mo SM3111D, 3113B, 3120B; EPA 200.7 Rev 4.4*, 200.8 Rev 54 P G FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHSMETALS: Mo Rev 5.4 P, G, FP PRIOR TO ANALYSIS 6 MONTHS METALS: Ni (optional) SM3500 Ni (D)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Se SM3113B, 3120B, 3114B; EPA 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4 P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Tl SM3111B, 3120B; EPA 279.2, 200.9 Rev 2.2, 200.7 Rev 4.4*, 200.8 Rev 5.4 P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS METALS: Zn SM3111B or C, 3120B; EPA 289.2, 200.7 Rev 4.4*, 200.8 Rev 5.4; SM3500 Zn (B, E, or F)P, G, FP HNO3 TO pH < 2 OR HNO3 TO pH < 2 AT LEAST 24 HOURS PRIOR TO ANALYSIS 6 MONTHS OIL & GREASE SM5520B; EPA 1664A G COOL, 0‐6°C, HCl OR H2SO4 TO pH < 228 DAYS pH SM4500‐H+B*; EPA 150.2 P, G, FP NONE ANALYZE WITHIN 15 MIN TDS SM2540C*P, G, FP COOL, 0‐6°C7 DAYS TSS SM2540D*P, G, FP COOL, 0‐6°C7 DAYS TTO EPA 624 & 625; EPA 1624 &1625 G COOL, 0‐6°C, 624/1624 = HCl TO pH < 2 624/1624 = 14 DAYS; 625/1625 = 7 DAYS L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx EPA APPROVED SAMPLING AND ANALYTICAL METHODS Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding Time4 PHARM. ORGANICS: ACETONE EPA 524.2; ASTM D3695, D4763 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 524.2 = 14 DAYS; D3695 = 28 DAYS PHARM. ORGANICS: METHYLENE CHLORIDE EPA 502.2, 524.2 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 502.2/524.2 = 14 DAYS PHARM. ORGANICS: ETHYL ACETATE EPA 1666; ASTM D3695 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 1666 = 14 DAYS; D3695 = 28 DAYS PHARM. ORGANICS: N‐ AMYL ACETATE EPA 1666; ASTM D3695 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 1666 = 14 DAYS; D3695 = 28 DAYS PHARM. ORGANICS: ISOPROPYL ACETATE EPA 1666; ASTM D3695 G COOL, 0‐6°C, 1666/524.2 = HCl TO pH < 2 1666 = 14 DAYS; D3695 = 28 DAYS 1 Refer to 40 CFR Part 136 for complete list of approved test procedures Refer to 40 CFR Part 136 for complete list of approved test procedures. 2 "P" is Polyethylene; "G" is Glass; "FP" is Fluoropolymer, PTFE, or Teflon. 3 Confirm with EPA certified lab the preservation and holding times for each specific method. 4 Holding time starts at the end of the composite period. * Methods currently performed by the Encina Wastewater Authority (EWA). Ŧ Only added if residual chlorine is present L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx Appendix F CARB Fleet Compliance Certification City Attorney Approved Version 12/14/2023 DISCLOSURE & SUBMITTAL REQUIREMENT VEHICLE EMISSION DISCLOSURE & COMPLIANCE REQUIREMENT. This Project is subject to the following regulation(s) by the California Air Resources Board. In bidding this Project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all equipment and vehicle emission requirements under this Contract and applicable law in its Bid. ADVANCED CLEAN FLEETS. Vehicles with a Gross Vehicle Weight Rating (GVWR) greater than 8,500 lbs. and light-duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions of air pollutants. For more information, please visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean- fleets. Bidders utilizing subcontractors shall provide a signed certificate of reported compliance for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders, and its subcontractors must be registered as compliant fleets at the time of bid submittal. In the event that a bidder, or its subcontractors, are exempt from this regulation, the bidder must submit a signed statement attesting to the fact, and to the reason(s) why it is not subject to the High Priority and Federal Fleets Regulation of Title 13, CCR Section 2015 through 2015.6 and the State and Local Government Fleets Regulation of Title 13, CCR Section 2013 through 2013.4. Failure to certify as a compliant fleet or provide an attestation to an exemption, may render the bid non-responsive. IN-USE OFF-ROAD DIESEL-FUELED FLEETS. Any contractor utilizing off highway vehicles or equipment may be subject to compliance with the In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation webpage at: https://ww2.arb.ca.gov/our- work/programs/use-road-diesel-fueled-fleets-regulation. Bidders shall submit with its Bid a valid California Air Resources Board certificate of reported compliance. Bidders utilizing subcontractors shall submit the DOORS ID number for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders are responsible for including a certificate of reported compliance for each identified subcontractor. Failure to submit valid certificates may render the bid non-responsive. GENERAL COMPLIANCE WITH LAWS. Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations. Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants whose services are required by this Agreement. City Attorney Approved Version 12/14/2023 Contractor is aware of the requirements of the emissions reduction regulations being mandated by the California Air Resources Board (“CARB”) and that it will comply with all applicable regulations before commencing the performance of the work and maintain compliance throughout the duration of this Agreement. CALIFORNIA AIR RESOURCES BOARD. The California Air Resources Board (“CARB”) implemented amendments to the In-Use Off-Road Diesel- Fueled Fleets Regulations (“Regulation”) which are effective on January 1, 2024, and apply broadly to all self-propelled off-road diesel vehicles 25 horsepower or greater and other forms of equipment used in California. A copy of the Regulation is available at: https://ww2.arb.ca.gov/sites/default/files/barcu/regact/2022/off-roaddiesel/appa-1.pdf Bidders are required to comply with all CARB and Regulation requirements, including, without limitation, all applicable sections of the Regulation, as codified in Title 13 of the California Code of Regulations section 2449 et seq. throughout the term of the Project. Bidders must provide, with their Bid, copies of Bidder’s and all listed subcontractors the most recent, valid Certificate of Reported Compliance (“CRC”) issued by CARB. Failure to provide valid CRCs as required herein may render the Bid non-responsive. The City of Carlsbad is a Public Works Awarding Body, as that term is defined under Title 13 California Code of Regulations section 2449(c)(46). Accordingly, Bidders must submit, with their Bids, valid Certificates of Reported Compliance (“CRC”) for the Bidder’s fleet, and for the fleets of any listed subcontractors (including any applicable leased equipment or vehicles). Bidders must complete and submit the Fleet Compliance Certification, on the form provided. Failure to provide a CRC for the Bidder, and for all listed subcontractors, or failure to complete the Fleet Compliance Certification, may render the Bid non-responsive. COMPLIANCE WITH CALIFORNIA AIR RESOURCES BOARD REGULATIONS. Contractor shall comply, and shall ensure all subcontractors comply, with all applicable requirements of the most current version of the California Air Resources Board (“CARB”) regulations including, without limitation, all applicable terms of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments (“Regulation”). Throughout the Project, and for three (3) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor’s and subcontractors’ fleet including, without limitation, Certificates of Reported Compliance (“CRC”), fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days’ notice from the City of Carlsbad. Contractor shall be solely liable for any and all costs associated with complying with the Regulation as well as for any and all penalties, fines, damages, or costs associated with any and all violations, or failures to comply with the Regulation. Contractor shall defend, indemnify and hold harmless the City of Carlsbad, its officials (appointed and elected), officers, and employees from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Regulation. City Attorney Approved Version 12/14/2023 FLEET COMPLIANCE CERTIFICATION. Bidder hereby acknowledges that they have reviewed the CARB’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to the penalty of perjury, that the option checked below relating to the Bidder’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct: □ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. □ The Fleet is exempt from the Regulation under Section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto. □ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to Section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e., third party correspondence or vendor bids). □ The Fleet is exempt from the requirements of the Regulation pursuant to Section 2449(i)(4) because this Project has been deemed an “emergency”, as that term is defined in Section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to Section 2449(i)(4). □ The Fleet does not fall under the Regulation or are otherwise exempt and a detailed reasoning is attached to this certification. Name of Bidder: Signature: Name: Title: Date: