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HomeMy WebLinkAboutE-11 Staff Report - NIB 2022 Residential RoadwayCONSENT ITEM E-11 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL VIA: SERGIO GONZALEZ, CITY MANAGER FROM: ROBERT DELGADILLO, P.E., DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE: JUNE 6, 2022 SUBJECT: APPROVE THE IMPROVEMENT PLANS AND SPECIFICATIONS FOR THE 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT AND AUTHORIZE STAFF TO SOLICIT A NOTICE OF INVITING BIDS; PROJECT LOCATED WITHIN THE AREA BOUNDED BY FOOTHILL BOULEVARD ON THE NORTH, FIRST STREET ON THE SOUTH, ZACHARY PADILLA AVENUE ON THE WEST, AND SAN GABRIEL AVENUE ON THE EAST. BACKGROUND: The pavements on various residential streets are in need of rehabilitation. The proposed actions will approve the improvement plans and specifications, and authorize staff to solicit bids from qualified contractors to make the much needed repairs and other infrastructure improvements. RECOMMENDATIONS: Staff recommends that the City Council take the following actions: 1) Approve the project plans and specifications; and 2)Authorize staff to solicit a Notice of Inviting Bids for the 2022 Residential Roadway Rehabilitation Project APPROVED CITY COUNCIL 6/6/2022 Notice of Inviting Bids for 2022 Residential Roadway Rehabilitation Project June 6, 2022 Page 2 ANALYSIS: On June 21, 2021, the City Council adopted Resolution No. 2021-C32 identifying a list of projects for Fiscal Year 2021-2022 to be funded by SB 1. Since the apportioned Road Maintenance and Rehabilitation (RMRA) funds were not utilized in the current fiscal year, the City intends to commence construction this upcoming fiscal year and has requested funds be programmed in the 2022-2023 Fiscal Year Budget. This project has been included in the adopted Resolution No. 2022-C37 for projects listed in Fiscal Year 2022-2023 funded by SB 1. The proposed project will rehabilitate the pavement on 9 residential street segments approximately 2.5 miles in total length. There are various rehabilitation treatments being utilized such as cape seals, slurry seals, and 4-Inch thick asphalt concrete pavement restoration. Additional improvements include removal and replacement of curb ramps, sidewalks, and curbs & gutters at various locations throughout the project limits. If approved by the City Council, staff will solicit bids from qualified contractors. Staff will review submitted bids, and request approval from the City Council to award a contract to the lowest responsive bidder at a future meeting. Construction is anticipated to commence in September, 2022. FISCAL IMPACT: There is no fiscal impact associated with the recommended actions. The engineer’s estimate for the proposed construction project is approximately $900,000.00. $900,000 in SB1 Funds for the project will be requested through the FY2022-23 annual CIP budget approval process. Prepared by: Reviewed by: Christina Curiel Robert Delgadillo, P.E. Public Works Project Manager Director of Public Works/City Engineer Fiscal Review by: Reviewed and Approved by: Talika M. Johnson Sergio Gonzalez Director of Administrative Services City Manager Attachments: 1) Project Improvement Plans and Specifications 2) 2022 Residential Resurfacing Project Exhibit 3) Resolution 2021-C32 adopted June 21, 2021 4) Resolution 2022-C37 adopted May 16, 2022 CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT Attachment 1 TABLE OF CONTENTS Page 00 11 16 – NOTICE INVITING BIDS ........................................................................................... 5 00 21 13 – INSTRUCTIONS TO BIDDERS ................................................................................. 8 ARTICLE 1. SECURING DOCUMENTS ............................................................................. 8 ARTICLE 2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS ............................ 8 ARTICLE 3. INTERPRETATION OF DRAWINGS AND DOCUMENTS .............................. 8 ARTICLE 4. PRE-BID CONFERENCE ............................................................................... 9 ARTICLE 5. ADDENDA ...................................................................................................... 9 ARTICLE 6. ALTERNATE BIDS ......................................................................................... 9 ARTICLE 7. COMPLETION OF BID FORMS ...................................................................... 9 ARTICLE 8. MODIFICATIONS OF BIDS ............................................................................ 9 ARTICLE 9. SUBCONTRACTORS ................................................................................... 10 ARTICLE 10. LICENSING REQUIREMENTS ................................................................... 10 ARTICLE 11. BID GUARANTEE (BOND) ......................................................................... 10 ARTICLE 12. IRAN CONTRACTING ACT OF 2010 .......................................................... 10 ARTICLE 13. NONCOLLUSION DECLARATION ............................................................. 11 ARTICLE 14. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION ..................................................................................................... 11 ARTICLE 15. BIDDER INFORMATION AND EXPERIENCE FORM ................................. 11 ARTICLE 16. WORKERS' COMPENSATION CERTIFICATION ....................................... 11 ARTICLE 17. SIGNING OF BIDS ..................................................................................... 12 ARTICLE 18. SUBMISSION OF SEALED BIDS ............................................................... 12 ARTICLE 19. OPENING OF BIDS .................................................................................... 12 ARTICLE 20. WITHDRAWAL OF BID ............................................................................... 13 ARTICLE 21. BIDDERS INTERESTED IN MORE THAN ONE BID .................................. 13 ARTICLE 22. SUBSTITUTION OF SECURITY ................................................................. 13 ARTICLE 23. PREVAILING WAGES ................................................................................ 13 ARTICLE 24. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS ............... 13 ARTICLE 25. INSURANCE REQUIREMENTS ................................................................. 14 ARTICLE 26. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS .................................................................................................... 14 ARTICLE 27. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES ............................................................................................ 14 ARTICLE 28. PERMIT AND INSPECTION FEE ALLOWANCE ........................................ 14 ARTICLE 29. FILING OF BID PROTESTS ....................................................................... 14 ARTICLE 30. BASIS OF AWARD; BALANCED BID ......................................................... 15 01/2020 -i- TABLE OF CONTENTS 01/2020 01/201 -ii- NOTICE INVITING BIDS TABLE OF CONTENTS (Continued) Page ARTICLE 31. AWARD PROCESS .................................................................................... 15 ARTICLE 32. EXECUTION OF CONTRACT .................................................................... 15 ARTICLE 33. QUESTIONS ............................................................................................... 16 00 41 43 – BID FORMS ............................................................................................................ 17 ARTICLE 1. INFORMATION ABOUT BIDDER ................................................................. 28 ARTICLE 2. LIST OF CURRENT PROJECTS (BACKLOG) .............................................. 31 ARTICLE 3. LIST OF COMPLETED PROJECTS – LAST THREE YEARS ....................... 32 ARTICLE 4. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE ................................................................................................... 33 ARTICLE 5. VERIFICATION AND EXECUTION ............................................................... 34 00 52 13 – CONTRACT ............................................................................................................ 39 00 61 13 – BOND FORMS ........................................................................................................ 43 00 72 13 – GENERAL CONDITIONS ........................................................................................ 52 ARTICLE 1. DEFINED TERMS ........................................................................................ 52 ARTICLE 2. CONTRACT DOCUMENTS .......................................................................... 56 ARTICLE 3. PRECONSTRUCTION AND CONSTRUCTION COMMUNICATION .................................................................................................. 56 ARTICLE 4. CONTRACT DOCUMENTS: COPIES & MAINTENANCE ............................ 57 ARTICLE 5. EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE OF WORK ............................................................................................................... 57 ARTICLE 6. MOBILIZATION ............................................................................................ 57 ARTICLE 7. EXISTENCE OF UTILITIES AT THE WORK SITE ........................................ 58 ARTICLE 8. SOILS INVESTIGATIONS ............................................................................ 59 ARTICLE 9. CONTRACTOR’S SUPERVISION ................................................................ 60 ARTICLE 10. WORKERS ................................................................................................. 60 ARTICLE 11. INDEPENDENT CONTRACTORS .............................................................. 60 ARTICLE 12. SUBCONTRACTS ...................................................................................... 60 ARTICLE 13. VERIFICATION OF EMPLOYMENT ELIGIBILITY ...................................... 61 ARTICLE 14. REQUESTS FOR SUBSTITUTION ............................................................. 61 ARTICLE 15. SHOP DRAWINGS ..................................................................................... 62 ARTICLE 16. SUBMITTALS ............................................................................................. 63 ARTICLE 17. MATERIALS ............................................................................................... 63 ARTICLE 18. PERMITS AND LICENSES ......................................................................... 64 ARTICLE 19. TRENCHES ................................................................................................ 64 ARTICLE 20. TRAFFIC CONTROL .................................................................................. 65 01/2020 01/201 -iii- NOTICE INVITING BIDS TABLE OF CONTENTS (Continued) Page ARTICLE 21. DIVERSION OF RECYCLABLE WASTE MATERIALS ................................ 66 ARTICLE 22. REMOVAL OF HAZARDOUS MATERIALS ................................................ 66 ARTICLE 23. SANITARY FACILITIES .............................................................................. 66 ARTICLE 24. AIR POLLUTION CONTROL ...................................................................... 66 ARTICLE 25. LAYOUT AND FIELD ENGINEERING ........................................................ 67 ARTICLE 26. TESTS AND INSPECTIONS ....................................................................... 67 ARTICLE 27. PROTECTION OF WORK AND PROPERTY .............................................. 67 ARTICLE 28. CONTRACTOR’S MEANS AND METHODS ............................................... 68 ARTICLE 29. AUTHORIZED REPRESENTATIVES ......................................................... 68 ARTICLE 30. HOURS OF WORK ..................................................................................... 68 ARTICLE 31. PAYROLL RECORDS; LABOR COMPLIANCE .......................................... 69 ARTICLE 32. PREVAILING RATES OF WAGES .............................................................. 70 ARTICLE 33. PUBLIC WORKS CONTRACTOR REGISTRATION ................................... 71 ARTICLE 34. EMPLOYMENT OF APPRENTICES ........................................................... 71 ARTICLE 35. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY ............. 72 ARTICLE 36. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS ............... 72 ARTICLE 37. LABOR/EMPLOYMENT SAFETY ............................................................... 73 ARTICLE 38. INSURANCE ............................................................................................... 73 ARTICLE 39. FORM AND PROOF OF CARRIAGE OF INSURANCE .............................. 76 ARTICLE 40. TIME FOR COMPLETION AND LIQUIDATED DAMAGES ......................... 77 ARTICLE 41. COST BREAKDOWN AND PERIODIC ESTIMATES .................................. 78 ARTICLE 42. PROGRESS ESTIMATES AND PAYMENT ................................................ 79 ARTICLE 43. SECURITIES FOR MONEY WITHHELD ..................................................... 80 ARTICLE 44. CHANGES AND EXTRA WORK ................................................................. 80 ARTICLE 45. FINAL ACCEPTANCE AND PAYMENT ...................................................... 92 ARTICLE 46. OCCUPANCY ............................................................................................. 93 ARTICLE 47. INDEMNIFICATION .................................................................................... 93 ARTICLE 48. PROCEDURE FOR RESOLVING DISPUTES ............................................ 94 ARTICLE 49. CITY’S RIGHT TO TERMINATE CONTRACT............................................. 98 ARTICLE 50. WARRANTY AND GUARANTEE OF WORK ............................................ 100 ARTICLE 51. DOCUMENT RETENTION & EXAMINATION ........................................... 102 ARTICLE 52. SEPARATE CONTRACTS ........................................................................ 103 ARTICLE 53. NOTICE AND SERVICE THEREOF ......................................................... 103 ARTICLE 54. NOTICE OF THIRD PARTY CLAIMS ........................................................ 103 01/2020 01/201 -iv- NOTICE INVITING BIDS TABLE OF CONTENTS (Continued) Page ARTICLE 55. STATE LICENSE BOARD NOTICE .......................................................... 104 ARTICLE 56. INTEGRATION ......................................................................................... 104 ARTICLE 57. ASSIGNMENT OF CONTRACT ................................................................ 104 ARTICLE 58. CHANGE IN NAME AND NATURE OF CONTRACTOR’S LEGAL ENTITY .................................................................................................................. 104 ARTICLE 59. ASSIGNMENT OF ANTITRUST ACTIONS ............................................... 104 ARTICLE 60. PROHIBITED INTERESTS ....................................................................... 105 ARTICLE 61. CONTROLLING LAW ...................................................................................... 105 ARTICLE 62. JURISDICTION; VENUE ........................................................................... 105 ARTICLE 63. LAWS AND REGULATIONS ..................................................................... 105 ARTICLE 64. PATENTS ................................................................................................. 105 ARTICLE 65. OWNERSHIP OF CONTRACT DOCUMENTS .......................................... 105 ARTICLE 66. NOTICE OF TAXABLE POSSESSORY INTEREST .................................. 106 ARTICLE 67. SURVIVAL OF OBLIGATIONS ................................................................. 106 SPECIAL CONDITIONS .................................................................................................... 107 GENERAL REQUIREMENTS ........................................................................................... 110 TECHNICAL SPECIFICATIONS ........................................................................................ 128 IMPROVEMENT PLANS SIDEWALK IMPROVEMENTS LIST STANDARD PLANS 01/2020 01/201 -5- NOTICE INVITING BIDS NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that the City Council of the City of Azusa (“City”) invites and will receive sealed Bids up to but not later than 10:00 AM on Tuesday, July 12, 2022 at the office of the City Clerk, located at 213 E. Foothill Boulevard, Azusa, CA 91702, for the furnishing to City of all labor, equipment, materials, tools, services, transportation, permits, utilities, and all other items necessary for the 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT (the “Project”). At said time, Bids will be publicly opened and read aloud at the City Office. Bids received after said time shall be returned unopened. Bids shall be valid for a period of 90 calendar days after the Bid opening date. SCOPE OF WORK: The work to be performed or executed under these specifications consists of base repairs, skin patches, crack sealing, cape seal, slurry seal, chip seal, 4-Inch thick asphalt pavement restoration, weed spraying, weed removal, re-striping of traffic lanes, pavement marking, and legends, reconstruction of sidewalk, curb & gutter, and curb ramps. Bids must be submitted on the City’s Bid Forms. Bidders may obtain a digital copy of the Contract Documents from the Engineering Division via email at: pflores@AzusaCA.gov at a “No Fee” charge ($0.00). To the extent required by section 20103.7 of the Public Contract Code, upon request from a contractor plan room service, the City shall provide an electronic copy of the Contract Documents at no charge to the contractor plan room. It is the responsibility of each prospective bidder to download and print all Bid Documents for review and to verify the completeness of Bid Documents before submitting a bid. Any Addenda will be posted on the City of Azusa’s website at www.ci.azusa.ca.us. It is the responsibility of each prospective bidder to check the City of Azusa’s website on a daily basis through the close of bids for any applicable addenda or updates. The City does not assume any liability or responsibility based on any defective or incomplete copying, excerpting, scanning, faxing, downloading or printing of the Bid Documents. Information on www.ci.azusa.ca.us may change without notice to prospective bidders. Each Bid shall be accompanied by cash, a certified or cashier’s check, or Bid Bond secured from a surety company satisfactory to the City Council, the amount of which shall not be less than ten percent (10%) of the submitted Total Bid Price, made payable to City of Azusa as bid security. The bid security shall be provided as a guarantee that within five (5) working days aft er the City provides the successful bidder the Notice of Award, the successful Bidder will enter into a contract and provide the necessary bonds and certificates of insurance. The bid security will be declared forfeited if the successful Bidder fails to comply within said time. No interest will be paid on funds deposited with City. No Pre-Bid Conference is scheduled. The successful Bidder will be required to furnish a Faithful Performance Bond and a Labor and Material Payment Bond each in an amount equal to one hundred percent (100%) of the Contract Price. Each bond shall be in the forms set forth herein, shall be secured from a surety company that meets all State of California bonding requirements, as defined in California Code of Civil Procedure Section 995.120, and that is a California admitted surety insurer. 01/2020 01/201 -6- NOTICE INVITING BIDS Pursuant to Section 22300 of the Public Contract Code of the State of California, the successful Bidder may substitute certain securities for funds withheld by City to ensure its performance under the contract. PREVAILING WAGE REQUIREMENTS: Pursuant to California Labor Code Sections 1770, 1773, 1773.1, 1773.6, and 1773.7, as amended, the applicable prevailing wages for this project have been determined. It shall be mandatory upon the contractor to whom the contract is awarded and upon any subcontractor under him to pay not less than the higher of the Federal and the State prevailing wage rates to all workers employed by them in the execution of the contract. The applicable Federal prevailing wage rates are those that are in effect ten (10) calendar days prior to bid opening; they are set forth on the U.S. General Services Department website: https://sam.gov/content/home but are not printed in the Specifications. Lower State wage rates for work classifications not specifically listed in the Federal wage decision are not acceptable. The applicable State prevailing wage rates are set forth on the California Department of Industrial Relations website: http://www.dir.ca.gov/DLSR/PWD but are not printed in the Specifications; these rates are subject to predetermined increases. Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No Bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded a contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exem ption specified in Labor Code Sections 1725.5 and 1771.1. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. In bidding on this Project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all labor compliance requirements under this contract and applicable law in its Bid. Unless otherwise provided in the Instructions for Bidders, each Bidder shall be a licensed contractor pursuant to sections 7000 et seq. of the Business and Professions Code in the following classification(s) throughout the time it submits its Bid and for the duration of the contract: Class “C-12”. Substitution requests shall be made within 35 calendar days after the award of the contract. Pursuant to Public Contract Code Section 3400(b), the City may make findings designating that certain additional materials, methods or services by specific brand or trade name other than those listed in the Standard Specifications be used for the Project. Such findings, if any, as well as the materials, methods or services and their specific brand or trade names that must be used for the Project may be found in the Special Conditions. City shall award the contract for the Project to the lowest responsive, responsible Bidder as determined by the City from the Base Bid alone. City reserves the right to reject any or all bids or to waive any irregularities or informalities in any bids or in the bidding process. 01/2020 01/201 -7- NOTICE INVITING BIDS For further information, contact Phillip A. Flores at pflores@AzusaCA.gov or by phone at (626) 812-5064. END OF NOTICE INVITING BIDS 01/2020 01/201 -8- INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS ARTICLE 1. SECURING DOCUMENTS Bids must be submitted to the City on the Bid Forms which are a part of the Bid Package for the Project. Bid and Contract Documents may be obtained from the Engineering Division via email at: pflores@AzusaCA.gov, as specified in the Notice Inviting Bids. Prospective bidders are encouraged to telephone in advance to determine the availability of Contract Documents. Any charge for the Contract Documents is stated in the Notice Inviting Bids. The City may also make the Contract Documents available for review at one or more plan rooms, as indicated in the Notice Inviting Bids. Please Note: Prospective Bidders who choose to review the Contract Documents at a plan room must contact the City to obtain the required Contract Documents if they decide to submit a bid for the Project. Addenda, if any, issued during the bid period will be sent only t o those contractors who have obtained documents from the City. Any Addenda will be posted on the City’s website. Failure to acknowledge addenda may make a bid nonresponsive and not eligible for award of the contract. ARTICLE 2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS At its own expense and prior to submitting its Bid, each Bidder shall visit the site of the proposed work and fully acquaint itself with the conditions relating to the construction and labor required so that the Bidder may fully understand the work, including but not limited to difficulties and restrictions attending the execution of the work under the contract. Each Bidder shall carefully examine the Drawings, and shall read the Specifications, Contract, and all other documents referenced herein. Each Bidder shall also determine the local conditions which may in any way affect the performance of the work, including local tax structure, contractors’ licensing requirements, availability of required insurance, the prevailing wages and other relevant cost factors, shall familiarize itself with all federal, state and local laws, ordinances, rules, regulations and codes affecting the performance of the work, including the cost of permits and licenses required for the work, and shall make such surveys and investigations, including investigations of subsurface or latent physical conditions at the site or where work is to be performed as may be required. Bidders are responsible for consulting the standards referenced in the Contract. The failure or omission of any Bidder to receive or examine any contract documents, forms, instruments, addenda, or other documents, or to visit the site and acquaint itself with conditions there existing shall in no way relieve any Bidder from any obligation with respect to its Bid or to the contract and no relief for error or omission will be given except as required under State law. The submission of a Bid shall be taken as conclusive evidence of compliance with this Article. ARTICLE 3. INTERPRETATION OF DRAWINGS AND DOCUMENTS Prospective Bidders unclear as to the true meaning of any part of the Drawings, Specifications or other proposed contract documents may submit to the Engineer of the City a written request for interpretation. The prospective Bidder submitting the request is responsible for prompt delivery. Interpretation of the Drawings, Specifications or other proposed contract documents will be made only by a written addendum duly issued and a copy of such addenda will be mailed or delivered to each prospective Bidder who has purchased a set of Drawings and Specifications. The City will not be responsible for any other explanation or interpretations of the proposed documents. If 01/2020 01/201 -9- INSTRUCTIONS TO BIDDERS a Prospective Bidders becomes aware of any errors or omissions in any part of the Contract Documents, it is the obligation of the Prospective Bidder to promptly bring it to the attention of the City. ARTICLE 4. PRE-BID CONFERENCE No Pre-Bid Conference is scheduled. ARTICLE 5. ADDENDA The City reserves the right to revise the Contract Documents prior to the Bid opening date. Revisions, if any, shall be made by written Addenda. All Addenda issued by the City shall be included in the Bid and made part of the Contract Documents. Pursuant to Public Contract Code Section 4104.5, if the City issues an Addendum which includes material changes to the Project less than 72 hours prior to the deadline for submission of Bids, the City will extend the deadline for submission of Bids. The City may determine, in its sole discretion, whether an Addendum warrants postponement of the Bid submission date. Each prospective Bidder shall provide City a name, address, email address, and facsimile number to which Addenda may be sent, as well as a telephone number by which the City can contact the Bidder. Copies of Addenda will be furnished by email, facsimile, first class mail, express mail or other proper means of delivery without charge to all parties who have obtained a copy of the Contract Documents and provided such current information. Please Note: Bidders are responsible for ensuring that they have received any and all Addenda. To this end, each Bidder should contact the Engineering Division to verify that it has received all Addenda issued, if any, prior to the Bid opening. The Bidder shall indicate the Addenda received prior to bidding in the space provided in the Bid Form. Failure to indicate all Addenda may be sufficient cause for rejecting the Bid. ARTICLE 6. ALTERNATE BIDS If alternate bid items are called for in the Contract Documents, the time required for completion of the alternate bid items has already been factored into the Contract duration and no additional Contract time will be awarded for any of the alternate bid items. The City may elect to include one or more of the alternate bid items, or to otherwise remove certain work from the Project scope of work. Accordingly, each bidder must ensure that each bid item contains a proportionate share of profit, overhead, and other costs or expenses which will be incurred by the bidder. ARTICLE 7. COMPLETION OF BID FORMS Bids shall only be prepared using copies of the Bid Forms which are included in the Contract Documents. The use of substitute Bid Forms other than clear and correct photocopies of those provided by the City will not be permitted. Bids shall be executed by an authorized signatory as described in these Instructions to Bidders. In addition, Bidders shall fill in all blank spaces (including inserting “N/A” where applicable), and initial all interlineations, alterations, or erasures to the Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms nor make substitutions thereon. USE OF BLACK OR BLUE INK, INDELIBLE PENCIL, OR A TYPEWRITER IS REQUIRED. Deviations in the Bid Forms may result in the Bid being deemed non-responsive. ARTICLE 8. MODIFICATIONS OF BIDS Each Bidder shall submit its Bid in strict conformity with the requirements of the Contract 01/2020 01/201 -10- INSTRUCTIONS TO BIDDERS Documents. Unauthorized additions, modifications, revisions, conditions, limitations, exclusions or provisions attached to a Bid may render it non-responsive and may cause its rejection. Bidders shall not delete, modify, or supplement the printed matter on the Bid Forms, or make substitutions thereon. Oral, telephonic and electronic modifications will not be considered. ARTICLE 9. SUBCONTRACTORS Bidder shall set forth the name, address of the place of business, and contractor license number of each subcontractor who will perform work, labor, furnish materials or render services to the bidder on said contract and each subcontractor licensed by the State of California who, under subcontract to bidder, specially fabricates and installs a portion of the Work described in the Drawings and Specifications in an amount in excess of one half of one percent (0.5%) of the total bid price, and shall indicate the portion of the work to be done by such subcontractor in accordance with Public Contract Code Section 4104. ARTICLE 10. LICENSING REQUIREMENTS Pursuant to Business and Professions Code Section 7028.15 and Public Contract Code Section 3300, all bidders must possess proper licenses for performance of this Contract. Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Business and Professions Code Section 7028.5, the City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and Bidders shall provide within ten (10) calendar days, evidence satisfactory to the City of all valid license(s) currently held by that Bidder and each of the Bidder’s subcontractors, before awarding the Contract. Notwithstanding anything contained herein, if the Work involves federal funds, the Contractor shall be properly licensed by the time the Contract is awarded, pursuant to the provisions of Public Contract Code section 20103.5. ARTICLE 11. BID GUARANTEE (BOND) Each bid shall be accompanied by: (a) cash; (b) a certified or cashier’s check made payable to City of Azusa; or (c) a Bid Bond secured from a surety company satisfactory to the City Council, the amount of which shall not be less than ten percent (10%) of the Total Bid Price, made payable to City of Azusa as bid security. Personal sureties and unregistered surety companies are unacceptable. The surety insurer shall be California admitted surety insurer, as defined in Code of Civil Procedure Section 995.120. The bid security shall be provided as a guarantee that within ten (10) working days after the City provides the successful bidder the Notice of Award, the successful bidder will enter into a contract and provide the necessary bonds and certificates of insurance. The bid security will be declared forfeited if the successful bidder fails to comply within said time, and City may enter into a contract with the next lowest responsive responsible bidder, or may call for new bids. No interest shall be paid on funds deposited with the City. City will return the security accompanying the bids of all unsuccessful bidders no later than 60 calendar days after award of the contract. ARTICLE 12. IRAN CONTRACTING ACT OF 2010 In accordance with Public Contract Code Section 2200 et seq., the City requires that any person that submits a bid or proposal or otherwise proposes to enter into or renew a contract with the 01/2020 01/201 -11- INSTRUCTIONS TO BIDDERS City with respect to goods or services of one million dollars ($1,000,000) or more, certify at the time the bid is submitted or the contract is renewed, that the person is not identified on a list created pursuant to subdivision (b) of Public Contract Code Section 2203 as a person engaging in investment activities in Iran described in subdivision (a) of Public Contract Code Section 2202.5, or as a person described in subdivision (b) of Public Contract Code Section 2202.5, as applicable. The form of such Iran Contracting Certificate is included with the bid package and must be signed and dated under penalty of perjury. ARTICLE 13. NONCOLLUSION DECLARATION Bidders on all public works contracts are required to submit a declaration of noncollusion with their bid. This form is included with the bid package and must be signed and dated under penalty of perjury. ARTICLE 14. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded a contract, the bidder and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project. To this end, Bidder shall sign and submit with its Bid the Public Works Contractor Registration Certification on the form provided, attesting to the facts contained therein. Failure to submit this form may render the bid non-responsive. In addition, each Bidder shall provide the registration number for each listed subcontractor in the space provided in the Designation of Subcontractors form. ARTICLE 15. BIDDER INFORMATION AND EXPERIENCE FORM Each Bidder shall complete the questionnaire provided herein and shall submit the questionnaire along with its Bid. Failure to provide all information requested within the questionnaire along with the Bid may cause the bid to be rejected as non-responsive. The City reserves the right to reject any Bid if an investigation of the information submitted does not satisfy the Engineer that the Bidder is qualified to properly carry out the terms of the contract. ARTICLE 16. WORKERS' COMPENSATION CERTIFICATION In accordance with the provisions of Labor Code Section 3700, Contractor shall secure the payment of compensation to its employees. Contractor shall sign and file with the City the following certificate prior to performing the work under this Contract: I am aware of the provisions of Section 3700 of the Labor Code, which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. The form of such Workers' Compensation Certificate is included as part of this document. 01/2020 01/201 -12- INSTRUCTIONS TO BIDDERS ARTICLE 17. SIGNING OF BIDS All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders may be asked to provide evidence in the form of an authenticated resolution of its Board of Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom. If a Bidder is a joint venture or partnership, it may be asked to submit an authenticated Power of Attorney executed by each joint venturer or partner appointing and designating one of the joint venturers or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venturer or partner shall execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venturer or partner to act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venturer or partner shall be jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid and under any Contract arising therefrom. The Bid shall be executed by the designated joint venturer or partner on behalf of the joint venture or partnership in its legal name. ARTICLE 18. SUBMISSION OF SEALED BIDS Once the Bid and supporting documents have been completed and signed as set forth herein, they shall be placed, along with the Bid Guarantee and other required materials, in a sealed envelope, addressed and delivered or mailed, postage prepaid, to the Engineering Division of the City before the time and day set for the receipt of bids. The envelope shall bear the title of the work and the name of the bidder. No oral or telephonic bids will be considered. No forms transmitted via the internet, e-mail, facsimile, or any other electronic means will be considered unless specifically authorized by the City as provided herein. Bids received after the time and day set for the receipt of bids shall be returned to the bidder unopened. The envelope shall also contain the following in the lower left-hand corner thereof: Bid of (Bidder’s Name) for the 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT Only where expressly permitted in the Notice Inviting Bids may bidders submit their bids via electronic transmission pursuant to Public Contract Code sections 1600 and 1601. Any acceptable method(s) of electronic transmission shall be stated in the Notice Inviting Bids. City may reject any bid not strictly complying with City’s designated methods for delivery. ARTICLE 19. OPENING OF BIDS At the time and place set for the opening and reading of bids, or any time thereafter, each and every bid received prior to the time and day set for the receipt of bids will be publicly opened and read. The City will leave unopened any Bid received after the specified date and time, and any such unopened Bid will be returned to the bidder. It is the bidder’s sole responsibility to ensure that its Bid is received as specified. Bids may be submitted earlier than the date(s) and time(s) indicated. The public reading of each bid will include the following information: A. The name and business location of the bidder. B. The nature and amount of the bid security furnished by bidder. 01/2020 01/201 -13- INSTRUCTIONS TO BIDDERS C. The bid amount. Bidders or their representatives and other interested persons may be present at the opening of the bids. The City may, in its sole discretion, elect to postpone the opening of the submitted Bids. The City reserves the right to reject any or all Bids and to waive any informality or irregularity in any Bid. ARTICLE 20. WITHDRAWAL OF BID Any bid may be withdrawn either personally or by written request, incurring no penalty, at any time prior to the scheduled closing time for receipt of bids. Requests to withdraw bids shall be worded so as not to reveal the amount of the original bid. Withdrawn bids may be resubmitted until the time and day set for the receipt of bids, provided that resubmitted bids are in conformance with the instructions herein. Bids may be withdrawn after bid opening only by providing written notice to City within five (5) working days of the bid opening and in compliance with Public Contract Code Section 5100 et seq., or as otherwise may be allowed with the consent of the City. ARTICLE 21. BIDDERS INTERESTED IN MORE THAN ONE BID No Bidder shall be allowed to make, file or be interested in more than one bid f or the same work unless alternate bids are specifically called for. A person, firm or corporation that has submitted a sub-proposal to a Bidder, or that has quoted prices of materials to a Bidder, is not thereby disqualified from submitting a sub-proposal or quoting prices to other bidders. No person, firm, corporation, or other entity may submit a sub-proposal to a Bidder, or quote prices of materials to a Bidder, when also submitting a prime Bid on the same Project. ARTICLE 22. SUBSTITUTION OF SECURITY The Contract Documents call for monthly progress payments based upon the percentage of the Work completed. The City will retain a percentage of each progress payment as provided by the Contract Documents. At the request and expense of the successful Bidder, the City will substitute securities for the amount so retained in accordance with Public Contract Code Section 22300. ARTICLE 23. PREVAILING WAGES The City has obtained from the Director of the Department of Industrial Relations the general prevailing rate of per diem wages in the locality in which this work is to be performed for each craft or type of worker needed to execute the Contract. These rates are available at the Engineering Division’s Office of the City or may be obtained online at http://www.dir.ca.gov. Bidders are advised that a copy of these rates must be posted by the successful Bidder at the job site(s). ARTICLE 24. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS In accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perf orm work on a public project pursuant to Labor Code Sections 1777.1 or 1777.7. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a 01/2020 01/201 -14- INSTRUCTIONS TO BIDDERS subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to the City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project. ARTICLE 25. INSURANCE REQUIREMENTS Prior to commencing work, the successful bidder shall purchase and maintain insurance as set forth in the General Conditions. ARTICLE 26. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS The successful bidder will be required to furnish a Labor and Material Payment Bond and a Faithful Performance Bond each in an amount equal to one hundred percent (100%) of the contract price. Each bond shall be secured from a surety company that meets all State of California bonding requirements, as defined in California Code of Civil Procedure Section 995.120 and is admitted by the State of California. Each bond shall be accompanied, upon the request of City, with all documents required by California Code of Civil Procedure Section 995.660 to the extent required by law. All bonding and insurance requirements shall be completed and submitted to City within ten (10) working days from the date the City provides the successful bidder with the Notice of Award. ARTICLE 27. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the Work will be located, unless otherwise expressly provided by the Contract Documents. ARTICLE 28. PERMIT AND INSPECTION FEE ALLOWANCE Notwithstanding anything contained herein, the Bid Form contains an allowance for the Contractor’s cost of acquiring traffic control permits and for construction inspection fees that may be charged to the Contractor by the Agency of Jurisdiction. The allowance is included within the Bid Form to eliminate the need by bidders to research or estimate the costs of traffic control permits and construction inspection fees prior to submitting a bid. The allowance is specifically intended to account for the costs of traffic control permits and construction inspection fees charged by the local Agency of Jurisdiction only. No other costs payable by Contractor to the Agency of Jurisdiction are included within the allowance. ARTICLE 29. FILING OF BID PROTESTS Bidders may file a “protest” of a Bid with the City Clerk’s Office. In order for a Bidder’s protest to be considered valid, the protest must: A. Be filed in writing within five (5) calendar days after the bid opening date; B. Clearly identify the specific irregularity or accusation; C. Clearly identify the specific City staff determination or recommendation being protested; 01/2020 01/201 -15- INSTRUCTIONS TO BIDDERS D. Specify in detail the grounds for protest and the facts supporting the protest; and E. Include all relevant, supporting documentation with the protest at time of filing. If the protest does not comply with each of these requirements, the City may reject the protest without further review. If the protest is timely and complies with the above requirements, the City Clerk, or other designated City staff member, shall review the protest, any response from the challenged Bidder(s), and all other relevant information. The City Clerk’s Office will provide a written decision to the protestor. The procedure and time limits set forth in this Article are mandatory and are the sole and exclusive remedy in the event of a Bid protest. Failure to comply with these procedures shall constitute a failure to exhaust administrative remedies and a waiver of any right to further pursue the Bid protest, including filing a Government Code Claim or legal proceedings. ARTICLE 30. BASIS OF AWARD; BALANCED BID The City shall award the Contract to the lowest responsible Bidder submitting a responsive Bid. The lowest Bid will be determined on the basis of the Total Bid Price. The City may reject any Bid which, in its opinion when compared to other Bids received or to the City’s internal estimates, does not accurately reflect the cost to perform the Work. The City may reject as non-responsive any Bid which unevenly weights or allocates costs, including but not limited to overhead and profit to one or more particular bid items. ARTICLE 31. AWARD PROCESS Once all Bids are opened and reviewed to determine the lowest responsive and responsible Bidder, the City Council may award the contract. The apparent successful Bidder should begin to prepare the following documents: (1) the Performance Bond; (2) the Payment Bond; and (3) the required insurance certificates and endorsements. Once the City notifies the Bidder of the award, the Bidder will have ten (10) working days from the date of this notification to execute the Contract and supply the City with all of the required documents and certifications. Once the City receives all of the properly drafted and executed documents and certifications from the Bidder, the City shall conduct a pre-construction conference with the Contractor and its subcontractors, and issue a Notice to Proceed to that Bidder. The Contract time will begin to run from the date of the Notice to Proceed. ARTICLE 32. EXECUTION OF CONTRACT As required herein the Bidder to whom an award is made shall execute the Contract in the amount determined by the Contract Documents. The City may require appropriate evidence that the persons executing the Contract are duly empowered to do so. The Contract and bond forms to be executed by the successful Bidder are included within these Specifications and shall not be detached. 01/2020 01/201 -16- INSTRUCTIONS TO BIDDERS The selected Contractor shall complete the project within 30 working days of City’s Authorization to Proceed with Construction. Working hours for this project are between 7:00 A.M. and 5:00 P.M. - Monday through Friday, excluding legal holidays and weekends unless approved by Director of Public Works. ARTICLE 33. QUESTIONS Questions regarding this Notice Inviting Bids may be directed to: City of Azusa Phillip A. Flores 213 East Foothill Boulevard Azusa, CA 91702 pflores@AzusaCA.gov (626) 812-5064 No other members of the City’s staff or City Council should be contacted about this procurement during the bidding process. Any and all inquiries and comments regarding this Bid must be communicated in writing, unless otherwise instructed by the City. The City may, in its sole discretion, disqualify any Bidder who engages in any prohibited communications. Bidders are encouraged to submit their pre-bid questions as early as possible by email, so they can be answered in writing through an addendum if necessary. Pre-bid questions will be received up to 5:00 P.M. on Tuesday, July 5, 2022, after which they will not be answered. 01/2020 01/201 -17- BID FORMS BID FORMS 0.1 Bid. Bids will be received at the City of Azusa, 213 E. Foothill Boulevard, Azusa, CA 91702, until 10:00 AM on Tuesday, July 12, 2022. NAME OF BIDDER: City of Azusa 213 E. Foothill Boulevard Azusa, CA 91702 The undersigned hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any for the following Project: 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project, as described and in strict conformity with the Drawings, and these Specifications for TOTAL BID PRICE indicated herein. The undersigned acknowledges receipt, understanding, and full consideration of the following addenda to the Contract Documents: Addenda No(s). 1. Attached is the required Bid Guarantee in the amount of not less than 10% of the Total Bid Price. 2. Attached is the completed Designation of Subcontractors form. 3. Attached is the fully executed Noncollusion Declaration form. 4. Attached is the completed Iran Contracting Act Certification form. 5. Attached is the completed Public Works Contractor Registration Certification form. 6. Attached is the completed Contractor’s Certificate Regarding Workers’ Compensation form. 7. Attached is the completed Bidder Information and Experience form. 01/2020 01/201 -18- BID FORMS A. BID SCHEDULE Item No. Item Description Qty Unit Unit Bid Price Total Bid Price 1 Mobilization, Bonds, Insurance and Demobilization 1 LS 2 Construction Safety, Traffic Control, 2 CMS Boards, and Daily Cleanup 1 LS 3 Re-Establish all Center Line Monuments and Ties 1 LS 4 Best Management Practices, Stormwater Pollution Prevention, and Erosion Control 1 LS 5 Construction Staking, Survey, Line, and Grade 1 LS 6 Install Thermoplastic Traffic Striping, Markers, Markings, and Legends. 1 Ls 7 Adjust Utility Valves To Grade (Provide Access To Utility Covers At All Times And Keep Clean And Clear Of All Debris). 3 EA 8 Remove and Construct ADA Curb Ramps with Truncated Domes per Latest Caltrans Standard Plans & Specifications, and Remove and Construct Adjoining Curb and Gutter per City of Azusa Standard R4-1. 50 EA 9 Type II Slurry Seal with 2.5% Latex including Pavement Preparation, Oil Sealing, Weed Kill, Crack Fill. 100,000 SF 10 3/8" Asphalt Rubber Aggregate Membrane (Aram) Including Pavement Preparation, Oil Sealing, Weed Kill, Crack Fill. 350,000 SF 11 Remove And Replace Curb & Gutter Per City of Azusa Standard Plan R4-1. 150 LF 12 Remove & Replace Sidewalk Per City of Azusa Standard R6-1. 5,000 SF 13 Remove & Replace 8” Spandrel Per City of Azusa Standard R7-1. 800 SF 14 Remove & Replace 8” Cross Gutter Per City of Azusa Standard Plan R7-1. 125 LF 15 Paint 8 Inch Diameter Utility Covers (Blue, Blue/Yellow, or Yellow). 110 EA 01/2020 01/201 -19- BID FORMS 16 Remove 10" of Asphalt, Base, Native Soil and/or Tree Roots Replace with 2" Asphalt Concrete Wearing Course C2 1/2" PG 64-10 over 2" Asphalt Concrete Base B 3/4" PG 64- 10 over 6" Crushed Aggregate Base. 60 SF 17 Remove 4" of Asphalt, Base, and/or Native, and Replace with 2" Asphalt Concrete Wearing Course C2 1/2" PG 64-10 over 2" Asphalt Concrete Base B 3/4" PG 64-10. 700 TN 18 Remove Existing Curb, Gutter, and Curb Ramp. Construct New Curb & Gutter Per City of Azusa Standard Plan R4-1. 100 LF 19 Remove Existing Sidewalk, Curb & Gutter. Construct New ADA Curb Ramps with Truncated Domes per Latest Caltrans Standard Plans & Specifications, and Remove and Construct Adjoining Curb and Gutter per City of Azusa Standard R4-1. 2 EA TOTAL BID PRICE: The costs for any Work shown or required in the Contract Documents, but not specifically identified as a line item are to be included in the related line items and no additional compensation shall be due to Contractor for the performance of the Work. In case of discrepancy between the Unit Price and the Item Cost set forth for a unit basis item, the unit price shall prevail and shall be utilized as the basis for determining the lowest responsive, responsible Bidder. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the “Item Cost” column, then the amount set forth in the “Item Cost” column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the Unit Price. For purposes of evaluating Bids, the City will correct any apparent errors in the extension of unit prices and any apparent errors in the addition of lump sum and extended prices. The estimated quantities for Unit Price items are for purposes of comparing Bids only and the City makes no representation that the actual quantities of work performed will not vary from the estimates. Final payment shall be determined by the Engineer from measured quantities of work performed based upon the Unit Price. B. TOTAL BID PRICE: 01/2020 01/201 -20- BID FORMS TOTAL BID PRICE BASED ON BID SCHEDULE TOTAL OF UNIT PRICES FOR 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT $ Total Bid Price in Numbers $ Total Bid Price in Written Form In case of discrepancy between the written price and the numerical price, the written price shall prevail. 01/2020 01/201 -21- BID FORMS The undersigned agrees that this Bid Form constitutes a firm offer to the City which cannot be withdrawn for the number of calendar days indicated in the Notice Inviting Bids from and after the Bid opening, or until a Contract for the Work is fully executed by the City and a third party, whichever is earlier. The successful bidder hereby agrees to sign the contract and furnish the necessary bonds and certificates of insurance within ten (10) working days after the City provides the successful bidder with the Notice of Award. Upon receipt of the signed contract and other required documents, the contract will be executed by the City, after which the City will prepare a letter giving Contractor Notice to Proceed. The official starting date shall be the date of the Notice to Proceed, unless otherwise specified. The undersigned agrees to begin the Work within ten (10) working days of the date of the Notice to Proceed, unless otherwise specified. The undersigned has examined the location of the proposed work and is familiar with the Drawings and Specifications and the local conditions at the place where work is to be done. If awarded the contract, the undersigned agrees that there shall be paid by the undersigned and by all subcontractors to all laborers, workers and mechanics employed in the execution of such contract no less than the prevailing wage rate within Los Angeles County for each craft, classification, or type of worker needed to complete the Work contemplated by this contract as established by the Director of the Department of Industrial Relations. A copy of the prevailing rate of per diem wages are on file at the City’s Administration Office and shall be made available to interested parties upon request. Enclosed find cash, bidder’s bond, or cashier’s or certified check No. from the Bank in the amount of , which is not less than ten percent (10%) of this bid, payable to City of Azusa as bid security and which is given as a guarantee that the undersigned will enter into a contract and provide the necessary bonds and certificates of insurance if awarded the Work. The bidder furthermore agrees that in case of bidder’s default in executing said contract and furnishing required bonds and certificates of insurance, the cash, bidder’s bond, or cashier’s or certified check accompanying this proposal and the money payable thereon shall become and shall remain the property of the City of Azusa. Bidder is an individual , or corporation , or partnership , organized under the laws of the State of . Bidder confirms license(s) required by California State Contractor’s License Law for t he performance of the subject project are in full effect and proper order. The following are the Bidder’s applicable license number(s), with their expiration date(s) and class of license(s): If the Bidder is a joint venture, each member of the joint venture must include the required licensing information. 01/2020 01/201 -22- BID FORMS Sureties that will furnish the Faithful Performance Bond and the Labor and Material Payment Bond, in the form specified herein, in an amount equal to one hundred percent (100%) of the contract price within ten (10) working days from the date the City provides the successful bidder the Notice of Award. Sureties must meet all of the State of California bonding requirements, as defined in California Code of Civil Procedure Section 995.120 and must be authorized by the State of California. The insurance company or companies to provide the insurance required in the contract documents must have a Financial Strength Rating of not less than “A-” and a Financial Size Category of not less than “Class VII” according to the latest Best Key Rating Guide. At the sole discretion of the City, the City may waive the Financial Strength Rating and the Financial Size Category classifications for Workers’ Compensation insurance. (signatures continued on next page) 01/2020 01/201 -23- BID FORMS I hereby certify under penalty of perjury under the laws of the State of California that all of the information submitted in connection with this Bid and all of the representations made herein are true and correct. Executed at , on this day of , . (Bidders Name – Print or Type) (Name and Title) (Corporate Seal) (Signature) Names of individual members of firm or names and titles of all officers of corporation and their addresses are listed below: Name Title Complete Address Phone FAX Name Title Complete Address Phone FAX Name Title Complete Address Phone FAX Name Title Complete Address Phone FAX 01/2020 01/201 -24- BID FORMS 0.2 Bid Bond [Note: Not required when other form of Bidder’s Security, e.g. cash, certified check or cashier’s check, accompanies bid.] The makers of this bond are, , as Principal, and , as Surety and are held and firmly bound unto the City of Azusa, hereinafter called the City, in the penal sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to City for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administ rators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated , 20 , for the 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT. If the Principal does not withdraw its Bid within the time specified in the Contract Documents; and if the Principal is awarded the Contract and provides all documents to the City as required by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect. Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents shall in affect its obligation under this bond, and Surety does hereby waive notice of any such changes. In the event a lawsuit is brought upon this bond by the City and judgment is recovered, the Surety shall pay all litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and expenses. By their signatures hereunder, Surety and Principal hereby confirm under penalty of perjury that surety is an admitted surety insurer authorized to do business in the State of California. IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their several seals this day of , 20 , the name and corporate seal of each corporation. (Corporate Seal) Contractor/ Principal By Title (Corporate Seal) Surety By Attorney-in-Fact (Attach Attorney-in-Fact Certificate) Title 01/2020 01/201 -25- BID FORMS Notary Acknowledgment STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory Name(s) of Signer(s) evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual Corporate Officer Title(s) Partner(s) Limited General Attorney-In-Fact Trustee(s) Guardian/Conservator Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above NOTE: This acknowledgment is to be completed for Contractor/Principal. 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. Title or Type of Document Number of Pages Date of Document 01/2020 01/201 -26- BID FORMS Notary Acknowledgment STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual Corporate Officer Title(s) Title or Type of Document Partner(s) Limited General Number of Pages Attorney-In-Fact Trustee(s) Guardian/Conservator Date of Document Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached. END OF BID BOND 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. 01/2020 01/201 -27- BID FORMS 0.3 List of Subcontractors In compliance with the Subletting and Subcontracting Fair Practices Act Chapter 4 (commencing at Section 4100), Part 1, Division 2 of the Public Contract Code of the State of California and any amendments thereof, Bidder shall set forth below: (a) the name and the location of the place of business, (b) the California contractor license number, (c) the DIR public works contractor registration number unless exempt pursuant to Labor Code Sections 1725.5 and 1771.1, and (d) the portion of the work which will be done by each subcontractor who will perform work or labor or render service to the Bidder in or about the construction of the work or improvement to be performed under this Contract in an amount in excess of one-half of one percent (0.5%) of the Bidder’s Total Bid Price. Notwithstanding the foregoing, if the work involves the construction of streets and highways, then the Bidder shall list each subcontractor who will perform work or labor or render service to the Bidder in or about the work in an amount in excess of one-half of one percent (0.5%) of the Bidder’s Total Bid Price or $10,000, whichever is greater. No additional time shall be granted to provide the below requested information. If a Bidder fails to specify a subcontractor or if a contractor specifies more than one subcontractor for the same portion of work, then the Bidder shall be deemed to have agreed that it is fully qualified to perform that portion of work and that it shall perform that portion itself. Work to be done by Subcontractor Name of Subcontractor Location of Business CSLB Contractor License No. DIR Registration Number % of Work 01/2020 01/201 -28- BID FORMS Work to be done by Subcontractor Name of Subcontractor Location of Business CSLB Contractor License No. DIR Registration Number % of Work (Attach additional sheets if necessary) Name of Bidder Signature Name and Title Dated -28- BID FORMS 45635.01000\31182317.1 0.4 Bidder Information and Experience Form ARTICLE 1. INFORMATION ABOUT BIDDER (Indicate not applicable (“N/A”) where appropriate.) NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture. 1.0 Name of Bidder: 2.0 Type, if Entity: 3.0 Bidder Address: Facsimile Number Telephone Number Email Address 4.0 How many years has Bidder’s organization been in business as a Contractor? 5.0 How many years has Bidder’s organization been in business under its present name? 5.1 Under what other or former names has Bidder’s organization operated? 6.0 If Bidder’s organization is a corporation, answer the following: 6.1 Date of Incorporation: 6.2 State of Incorporation: 6.3 President’s Name: 6.4 Vice-President’s Name(s): 6.5 Secretary’s Name: 6.6 Treasurer’s Name: -29- BID FORMS 45635.01000\31182317.1 7.0 If an individual or a partnership, answer the following: 7.1 Date of Organization: 7.2 Name and address of all partners (state whether general or limited partnership): 8.0 If other than a corporation or partnership, describe organization and name principals: 9.0 List other states in which Bidder’s organization is legally qualified to do business. 10.0 What type of work does the Bidder normally perform with its own forces? 11.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why: 12.0 Within the last five years, has any officer or partner of Bidder’s organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation: -30- BID FORMS 45635.01000\31182317.1 13.0 List Trade References: 14.0 List Bank References (Bank and Branch Address): 15.0 Name of Bonding Company and Name and Address of Agent: [REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK] -31- BID FORMS 45635.01000\31182317.1 ARTICLE 2. LIST OF CURRENT PROJECTS (BACKLOG) [**Duplicate Page if needed for listing additional current projects.**] Project Description of Bidder’s Work Completion Date Cost of Bidder’s Work -32- BID FORMS 45635.01000\31182317.1 ARTICLE 3. LIST OF COMPLETED PROJECTS – LAST THREE YEARS [**Duplicate Page if needed for listing additional completed projects.**] Please include only those projects which are similar enough to demonstrate Bidder’s ability to perform the required Work. Project Name Location (city, state) Contact Info. (name / phone / email) Cost of Bidder’s Work -33- BID FORMS 45635.01000\31182317.1 ARTICLE 4. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel: The Bidder shall identify the key personnel to be assigned to this project in a management, construction supervision or engineering capacity. 1. List each person’s job title, name and percent of time to be allocated to this project: 2. Summarize each person’s specialized education: 3. List each person’s years of construction experience relevant to the project: 4. Summarize such experience: Bidder agrees that personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by the City. Changes Occurring Since Prequalification If any substantive changes have occurred since Bidder submitted its prequalification package for this Project, Bidder shall list them below. If none are listed, Bidder certifies that no substantive changes have occurred. -34- BID FORMS 45635.01000\31182317.1 Additional Bidder’s Statements: If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked: ARTICLE 5. VERIFICATION AND EXECUTION These Bid Forms shall be executed only by a duly authorized official of the Bidder: I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct: Name of Bidder Signature Name Title Date -35- BID FORMS 45635.01000\31182317.1 0.5 Non-Collusion Declaration The undersigned declares: I am the of , the party making the foregoing Bid. The Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The Bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the Bid Price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the Bid Price, or of that of any other Bidder. All statements contained in the Bid are true. The Bidder has not, directly or indirectly, submitted his or her Bid Price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the Bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on [city], [state]. Name of Bidder [date], at Signature Name Title -36- BID FORMS 45635.01000\31182317.1 0.6 Iran Contracting Act Certification. (Public Contract Code section 2200 et seq.) As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor’s status in regard to the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct: The Contractor is not: (1) identified on the current list of person and entities engaged in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or (2) a financial instruction that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran. The City has exempted the Contractor from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, the City will be unable to obtain the goods and/or services to be provided pursuant to the Contract. The amount of the Contract payable to the Contractor for the Project does not exceed $1,000,000. Signature: Printed Name: Title: Firm Name: Date: Note: In accordance with Public Contract Code Section 2205, false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years. -37- BID FORMS 45635.01000\31182317.1 0.7 Public Works Contractor Registration Certification Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/Public- Works/PublicWorks.html for additional information. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations. 1 Name of Bidder: DIR Registration Number: DIR Registration Expiration: Small Project Exemption: Yes or No Unless Bidder is exempt pursuant to the small project exemption, Bidder further acknowledges: 1. Bidder shall maintain a current DIR registration for the duration of the project. 2. Bidder shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project. 3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive. Name of Bidder Signature Name and Title Dated 0.8 Contractor’s Certificate Regarding Workers’ Compensation. 1 If the Project is exempt from the contractor registration requirements pursuant to the small project exemption under Labor Code Sections 1725.5 and 1771.1, please mark “Yes” in response to “Small Project Exemption.” -38- BID FORMS 45635.01000\31182317.1 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. Name of Bidder Signature Name Title Dated -39- CONTRACT 45635.01000\31182317.1 CONTRACT This CONTRACT, No. is made and entered into this day of , , by and between City of Azusa, sometimes hereinafter called “City,” and , sometimes hereinafter called “Contractor.” WITNESSETH: That the parties hereto have mutually covenanted and agreed, and by these presents do covenant and agree with each other as follows: a. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated in the Contract, and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all of the Work required in strict compliance with the Contract Documents as specified in Article 5, below, for the following Project: 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT The Contractor and its surety shall be liable to the City for any damages arising as a result of the Contractor’s failure to comply with this obligation. b. TIME FOR COMPLETION. Time is of the essence in the performance of the Work. The Work shall be commenced on the date stated in the City’s Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within 30 working days from the commencement date stated in the Notice to Proceed. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work. c. CONTRACT PRICE. The City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of Dollars ($ ). Payment shall be made as set forth in the General Conditions. d. LIQUIDATED DAMAGES. In accordance with Government Code section 53069.85, it is agreed that the Contractor will pay the City the sum set forth in Section 00 73 13, Article 1.11 for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event this is not paid, the Contractor agrees the City may deduct that amount from any money due or that may become due the Contractor under the Contract. This Article does not exclude recovery of other damages specified in the Contract Documents. e. COMPONENT PARTS OF THE CONTRACT. The “Contract Documents” include the following: Notice Inviting Bids Instructions to Bidders Bid Form Bid Bond Designation of Subcontractors -40- CONTRACT 45635.01000\31182317.1 Information Required of Bidders Non-Collusion Declaration Form Iran Contracting Act Certification Public Works Contractor Registration Certification Performance Bond Payment (Labor and Materials) Bond General Conditions Special Conditions Technical Specifications Addenda Plans and Drawings Standard Specifications for Public Works Construction “Greenbook”, latest edition, Except Sections 1-9 Applicable Local Agency Standards and Specifications, as last revised Approved and fully executed change orders Any other documents contained in or incorporated into the Contract The Contractor shall complete the Work in strict accordance with all of the Contract Documents. All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. This Contract shall supersede any prior agreement of the parties. f. PROVISIONS REQUIRED BY LAW AND CONTRACTOR COMPLIANCE. Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Work. g. INDEMNIFICATION. Contractor shall provide indemnification and defense as set forth in the General Conditions. h. PREVAILING WAGES. Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at the City’s Administrative Office or may be obtained online at http://www.dir.ca.gov and which must be posted at the job site. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK] -41- CONTRACT 45635.01000\31182317.1 IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written. CITY OF AZUSA [INSERT NAME OF CONTRACTOR] _______________________________________ By: Robert Gonzales By: Mayor Its: Printed Name: ATTEST: _____________________________________ By: Jeffrey Lawrence Cornejo Jr. City Clerk (CONTRACTOR’S SIGNATURE MUST BE NOTARIZED AND CORPORATE SEAL AFFIXED, IF APPLICABLE) END OF CONTRACT -42- CONTRACT 45635.01000\31182317.1 Notary Acknowledgment STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual Corporate Officer Title(s) Title or Type of Document Partner(s) Limited General Number of Pages Attorney-In-Fact Trustee(s) Guardian/Conservator Date of Document Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above 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. -43- BOND FORMS 45635.01000\31182317.1 BOND FORMS 1.1 Performance Bond. KNOW ALL PERSONS BY THESE PRESENTS: THAT WHEREAS, the City of Azusa, (hereinafter referred to as “City”) has awarded to , (hereinafter referred to as the “Contractor”) an agreement for 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT, (hereinafter referred to as the “Project”). WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated , (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents. NOW, THEREFORE, we, , the undersigned Contractor and as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of DOLLARS, ($ ), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its 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 Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one (1) year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and 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 City in enforcing such obligation. As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure Section 337.15. -44- BOND FORMS 45635.01000\31182317.1 Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option: i. Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or ii. Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. iii. Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor. Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project. By their signatures hereunder, Surety and Contractor hereby confirm under penalty of perjury that surety is an admitted surety insurer authorized to do business in the State of California. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK] -45- BOND FORMS 45635.01000\31182317.1 IN WITNESS WHEREOF, we have hereunto set our hands and seals this , 20 . (Corporate Seal) day of Contractor/ Principal By Title (Corporate Seal) Surety By Attorney-in-Fact (Attach Attorney-in-Fact Certificate) Title The rate of premium on this bond is per thousand. The total amount of premium charges is $ . (The above must be filled in by corporate attorney.) THIS IS A REQUIRED FORM Any claims under this bond may be addressed to: (Name and Address of Surety) (Name and Address of Agent or Representative for service of process in California, if different from above) (Telephone number of Surety and Agent or Representative for service of process in California) -46- BOND FORMS 45635.01000\31182317.1 Notary Acknowledgment STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual Corporate Officer Title(s) Title or Type of Document Partner(s) Limited General Number of Pages Attorney-In-Fact Trustee(s) Guardian/Conservator Date of Document Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above NOTE: This acknowledgment is to be completed for Contractor/Principal. 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. -47- BOND FORMS 45635.01000\31182317.1 Notary Acknowledgment STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual Corporate Officer Title(s) Title or Type of Document Partner(s) Limited General Number of Pages Attorney-In-Fact Trustee(s) Guardian/Conservator Date of Document Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of Attorney to local representatives of the bonding company must also be attached. END OF PERFORMANCE BOND 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. -48- BOND FORMS 45635.01000\31182317.1 1.2 Payment Bond (Labor and Materials). KNOW ALL MEN BY THESE PRESENTS That WHEREAS, the City of Azusa (hereinafter designated as the “City”), by action taken or a Resolution passed , 20 , has awarded to hereinafter designated as the “Principal,” a contract for the work described as follows: 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT(the “Project”); and WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth. NOW THEREFORE, we, the Principal and as Surety, are held and firmly bound unto the City in the penal sum of Dollars ($ ) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Civil Code Section 9100, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Revenue and Taxation Code Section 18663, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses. This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon this bond. It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any -49- BOND FORMS 45635.01000\31182317.1 fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Civil Code Section 9100, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code. By their signatures hereunder, Surety and Principal hereby confirm under penalty of perjury that surety is an admitted surety insurer authorized to do business in the State of California. IN WITNESS WHEREOF, we have hereunto set our hands and seals this , 20 . (Corporate Seal) day of Contractor/ Principal By Title (Corporate Seal) Surety By Attorney-in-Fact (Attach Attorney-in-Fact Certificate) Title -50- BOND FORMS 45635.01000\31182317.1 Notary Acknowledgment STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual Corporate Officer Title(s) Title or Type of Document Partner(s) Limited General Number of Pages Attorney-In-Fact Trustee(s) Guardian/Conservator Date of Document Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above NOTE: This acknowledgment is to be completed for Contractor/Principal 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. -51- BOND FORMS 45635.01000\31182317.1 Notary Acknowledgment STATE OF CALIFORNIA COUNTY OF On , 20 , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual Corporate Officer Title(s) Title or Type of Document Partner(s) Limited General Number of Pages Attorney-In-Fact Trustee(s) Guardian/Conservator Date of Document Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached. END OF PAYMENT BOND 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. -52- GENERAL CONDITIONS 45635.01000\31182317.1 GENERAL CONDITIONS ARTICLE 1. DEFINED TERMS Whenever used in the Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined below, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. A. Act of God – An earthquake of magnitude of 3.5 or higher on the Richter scale or a tidal wave. B. Addenda -- Written or graphic instruments issued prior to the submission of Bids which clarify, correct, or change the Contract Documents. C. Additional Work -- New or unforeseen work will be classified as “Additional Work” when the City’s Representative determines that it is not covered by the Contract. D. Applicable Laws -- The laws, statutes, ordinances, rules, codes, regulations, permits, and licenses of any kind, issued by local, state or federal governmental authorities or private authorities with jurisdiction (including utilities), to the extent they apply to the Work. E. Bid -- The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices and other terms for the Work to be performed. F. Bidder -- The individual or entity who submits a Bid directly to the City. G. Change Order (“CO”) -- A document that authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Contract, in accordance with the Contract Documents and in the form contained in the Contract Documents. H. Change Order Request (“COR”) -- A request made by the Contractor for an adjustment in the Contract Price and/or Contract Times as the result of a Contractor-claimed change to the Work. This term may also be referred to as a Change Order Proposal (“COP”), or Request for Change (“RFC”). I. City -- The City of Azusa. J. City Council, Council -- The City Council of the City. K. City’s Representative -- The individual or entity as identified in the Special Conditions to act as the City’s Representative. L. Claim -- A demand or assertion by the City or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. -53- GENERAL CONDITIONS 45635.01000\31182317.1 M. Contract -- The entire integrated written agreement between the City and Contractor concerning the Work. “Contract” may be used interchangeably with “Agreement” in the Contract Documents. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral, and includes all Contract Documents. N. Contract Documents -- The documents listed in Section 00 52 13, Article 5. Some documents provided by the City to the Bidders and Contractor, including but not limited to reports and drawings of subsurface and physical conditions are not Contract Documents. O. Contract Price -- Amount to be paid by the City to the Contractor as full compensation for the performance of the Contract and completion of the Work, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs. P. Contract Times -- The number of days or the dates stated in the Contract Documents to: achieve defined Milestones, if any; and to complete the Work so that it is ready for final payment. Q. Contractor -- The individual or entity with which the City has contracted for performance of the Work. R. Contractor’s Designated On-Site Representative -- The Contractor’s Designated On- Site Representative will be as identified in Section 00 72 13, Article 3 and shall not be changed without prior written consent of the City. S. Daily Rate -- The Daily Rate stipulated in the Contract Documents as full compensation to the Contractor due to the City’s unreasonable delay to the Project that was not contemplated by the parties. T. Day -- A calendar day of 24 hours measured from midnight to the next midnight. U. Defective Work -- Work that is unsatisfactory, faulty, or deficient; or that does not conform to the Contract Documents; or that does not meet the requirements of any inspection, reference standard, test, or approval referenced in the Cont ract Documents. V. Demobilization -- The complete dismantling and removal by the Contractor of all of the Contractor’s temporary facilities, equipment, and personnel at the Site. W. Drawings -- That part of the Contract Documents prepared by of the Engineer of Record which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. X. Effective Date of the Contract -- The date indicated in the Contract on which it becomes effective, but if no such date is indicated, it means the date on which the Contract is signed and delivered by the last of the two parties to sign and deliver. Y. Engineer, whenever not qualified, shall mean the Director of Public Works/ City Engineer of the City, acting either directly or through properly authorized agents, such -54- GENERAL CONDITIONS 45635.01000\31182317.1 agents acting severally within the scope of the particular duties entrusted to them. On all questions concerning the acceptance of materials, machinery, the classifications of material, the execution of work, conflicting interest of the contractors performing related work and the determination of costs, the decision of the Engineer, duly authorized by the City Council, shall be binding and final upon both parties. Z. Engineer of Record -- The individual, partnership, corporation, joint venture, or other legal entity named as such in Section 00 73 13, Article 1.1. or any succeeding entity designated by the City. AA.Green Book -- The current edition of the Standard Specifications for Public Works Construction. BB.Hazardous Waste -- The term “Hazardous Waste” shall have the meaning provided in Section 104 of the Solid Waste Disposal Act (42 U.S.C. § 6903) as amended from time to time or, 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, whichever is more restrictive. CC. Holiday – The Holidays occur on: New Year’s Day - January 1st Martin Luther King – Third Monday in January President’s Day – Third Monday in February Memorial Day - Last Monday in May Independence Day - July 4th Labor Day - First Monday in September Columbus Day – Second Monday in October Veteran’s Day - November 11 Thanksgiving Day - Fourth Thursday in November Christmas Eve – December 24 Christmas Day - December 25 If any Holiday listed above falls on a Friday, Saturday, or Sunday, the preceding Monday are both Holidays. DD. Notice of Award -- The written notice by the City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the condition’s precedent listed therein, the City will sign and deliver the Contract. EE.Notice of Completion -- The form which may be executed by the City and recorded by the county where the Project is located constituting final acceptance of the Project. FF. Notice to Proceed -- A written notice given by the City to Contractor fixing the date on which the Contractor may proceed with the Work and when Contract Times will commence to run. GG. Project -- The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. -55- GENERAL CONDITIONS 45635.01000\31182317.1 HH. Recyclable Waste Materials -- Materials removed from the Site which are required to be diverted to a recycling center rather than an area landfill. Recyclable Waste Materials include asphalt, concrete, brick, concrete block, and rock. II. Schedule of Submittals -- A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to facilitate scheduled performance of related construction activities. JJ. Shop Drawings -- All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. KK.Specifications -- That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. LL. Stop Payment Notice -- A written notice as defined in Civil Code section 8044. MM. Subcontractor -- An individual or entity other than a Contractor having a contract with any other entity than the City for performance of any portion of the Work at the Site. NN. Submittal -- Written and graphic information and physical samples prepared and supplied by the Contractor demonstrating various portions of the Work. OO. Successful Bidder -- The Bidder submitting a responsive Bid to whom the City makes an award. PP. Supplier -- A manufacturer, fabricator, supplier, distributor, material man, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment used in the performance of the Work or to be incorporated in the Work. QQ. Underground Facilities -- All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. RR. Unit Price Work -- Work to be paid for on the basis of unit prices as provided by the Contractor in its bid or as adjusted in accordance with the Contract Documents. SS. Warranty -- A written guarantee provided to the City by the Contractor that the Work will remain free of defects and suitable for its intended use for the period required by the Contract Documents or the longest period permitted by t he law of this State, whichever is longer. TT. Work -- The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce -56- GENERAL CONDITIONS 45635.01000\31182317.1 such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. ARTICLE 2. CONTRACT DOCUMENTS A. Contract Documents. The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all. B. Interpretations. The Contract Documents are intended to be fully cooperative and complementary. If the Contractor observes that any documents are in conflict, the Contractor shall promptly notify the Engineer in writing. In case of conflicts between the Contract Documents, the order of precedence shall be as follows: 1. Change Orders 2. Addenda 3. Special Conditions 4. Technical Specifications 5. Plans (Contract Drawings) 6. Contract 7. General Conditions 8. Instructions to Bidders 9. Notice Inviting Bids 10. Contractor’s Bid Forms 11. Standard Specifications for Public Works Construction (Sections 1-9 Excluded) 12. Applicable Local Agency Standards and Specifications 13. Standard Drawings 14. Reference Documents With reference to the Drawings, the order of precedence shall be as follows: 1. Figures govern over scaled dimensions 2. Detail drawings govern over general drawings 3. Addenda or Change Order drawings govern over Contract Drawings 4. Contract Drawings govern over Standard Drawings 5. Contract Drawings govern over Shop Drawings C. Conflicts in Contract Documents. Notwithstanding the orders of precedence established above, in the event of conflicts, the higher standard, higher quality, and most expensive shall always apply. D. Organization of Contract Documents. Organization of the Contract Documents into divisions, sections, and articles, and arrangement of drawings shall not control the Contractor in dividing Project Work among subcontractors or in establishing the extent of Work to be performed by any trade. ARTICLE 3. PRECONSTRUCTION AND CONSTRUCTION COMMUNICATION Before any Work at the site is started, a conference attended by the City, Contractor, City’s Representative, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to herein, procedures for -57- GENERAL CONDITIONS 45635.01000\31182317.1 handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. At this conference the City and Contractor each shall designate, in writing, a specific individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit instructions, receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. ARTICLE 4. CONTRACT DOCUMENTS: COPIES & MAINTENANCE Contractor will be furnished, free of charge, five (5) copies of the Contract Documents. Additional copies may be obtained at cost of reproduction. Contractor shall maintain a clean, undamaged set of Contract Documents, including submittals, at the Project site. ARTICLE 5. EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE OF WORK A. Examination of Contract Documents. Before commencing any portion of the Work, Contractor shall again carefully examine all applicable Contract Documents, the Project site, and other information given to Contractor as to materials and methods of construction and other Project requirements. Contractor shall immediately notify the Engineer of any potential error, inconsistency, ambiguity, conflict, or lack of detail or explanation. If Contractor performs, permits, or causes the performance of any Work which is in error, inconsistent or ambiguous, or not sufficiently detailed or explained, Contractor shall bear any and all resulting costs, including, without limitation, the cost of correction. In no case shall the Contractor or any subcontractor proceed with Work if uncertain as to the applicable requirements. B. Additional Instructions. After notification of any error, inconsistency, ambiguity, conflict, or lack of detail or explanation, the Engineer will provide any required additional instructions, by means of drawings or other written direction, necessary for proper execution of Work. C. Quality of Parts, Construction and Finish. All parts of the Work shall be of the best quality of their respective kinds and the Contractor must use all diligence to inform itself fully as to the required construction and finish. D. Contractor’s Variation from Contract Document Requirements. If it is found that the Contractor has varied from the requirements of the Contract Documents including the requirement to comply with all applicable laws, ordinances, rules and regulations, the Engineer may at any time, before or after completion of the Work, order the improper Work removed, remade or replaced by the Contractor at the Contractor’s expense. ARTICLE 6. MOBILIZATION A. When a bid item is included in the Bid Form for mobilization, 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 (“Initial Mobilization”). When no bid item is -58- GENERAL CONDITIONS 45635.01000\31182317.1 provided for “Initial Mobilization,” payment for such costs will be deemed to be included in the other items of the Work. B. Payment for Initial Mobilization based on the lump sum provided in the Bid Form, which shall constitute full compensation for all such Work. No payment for Initial Mobilization will be made until all of the listed items have been completed to the satisfaction of the Engineer. The scope of the Work included under Initial Mobilization shall include, but shall not be limited to, the following principal items: 1. Obtaining and paying for all bonds, insurance, and permits. 2. Moving on to the Project site of all Contractor’s plant and equipment required for the first month’s operations. 3. Installing temporary construction power, wiring, and lighting facilities, as applicable. 4. Establishing fire protection system, as applicable. 5. Developing and installing a construction water supply, if applicable. 6. Providing and maintaining the field office trailers for the Contractor, if necessary, and the Engineer (if specified), complete, with all specified furnishings and utility services. 7. Providing on-site sanitary facilities and potable water facilities as specified per Cal- OSHA and these Contract Documents. 8. Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer’s specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security. 9. Arranging for and erection of Contractor’s work and storage yard. 10. Posting all OSHA required notices and establishment of safety programs per Cal- OSHA. 11. Full-time presence of Contractor’s superintendent at the job site as required herein. 12. Submittal of Construction Schedule as required by the Contract Documents. ARTICLE 7. EXISTENCE OF UTILITIES AT THE WORK SITE A. The City has endeavored to determine the existence of utilities at the Project site from the records of the owners of known utilities in the vicinity of the Project. The pos itions of these utilities as derived from such records are shown on the Plans. -59- GENERAL CONDITIONS 45635.01000\31182317.1 B. Unless indicated otherwise on the Plans and Specifications, no excavations were made to verify the locations shown for underground utilities. The service connections to these utilities are not shown on the Plans. Water service connections may be shown on the Plans showing general locations of such connections. It shall be the responsibility of the Contractor to determine the exact location of all service connections. The Contractor shall make its own investigations, including exploratory excavations, to determine the locations and type of service connections, prior to commencing Work which could result in damage to such utilities. The Contractor shall immediately notify the City in writing of any utility discovered in a different position than shown on the Plans or which is not shown on the Plans. C. If applicable, all water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas utility valves, and other subsurface structures shall be relocated or adjusted to final grade by the Contractor. Locations of existing utilities shown on the Plans are approximate and may not be complete. The Contractor shall be responsible for coordinating its Work with all utility companies during the construction of the Work. D. Notwithstanding the above, pursuant to section 4215 of the Government Code, the City has the responsibility to identify, with reasonable accuracy, main or trunkline facilities on the plans and specifications. In the event that main or trunkline utility facilities are not identified with reasonable accuracy in the plans and specifications made a part of the invitation for Bids, the City shall assume the responsibility for their timely removal, relocation, or protection. E. Contractor, except in an emergency, shall contact the appropriate regional notification center, California Underground Service Alert at 811 or 1-800-227-2600 or on-line at www.digalert.org at least two working days prior to commencing any excavation if the excavation will be performed in an area which is known, or reasonably should be known, to contain subsurface installations other than the underground facilities owned or operated by the City, and obtain an inquiry identification number from that notification center. No excavation shall be commenced or carried out by the Contractor unless such an inquiry identification number has been assigned to the Contractor or any subcontractor of the Contractor and the City has been given the identification number by the Contractor. ARTICLE 8. SOILS INVESTIGATIONS A. Reports and Drawings. The Special Conditions identify: 1. those reports known to the City of explorations and tests of subsurface conditions at or contiguous to the site; and 2. those drawings known to the City of physical conditions relating to existing surface or subsurface structures at the site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized. Contractor may rely upon the accuracy of the “technical data” contained in such reports and drawings, which were expressly not created or obtained to evaluate or assist in the evaluation of constructability, and are not Contract Documents. Contractor shall make its own interpretation of the “technical data” and shall be solely responsible for any such interpretations. Except for reliance on the accuracy of such “technical data,” -60- GENERAL CONDITIONS 45635.01000\31182317.1 Contractor may not rely upon or make any claim against the City, City’s Representative, or Engineer of Record, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including without limitation any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, conclusions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions, or information. ARTICLE 9. CONTRACTOR’S SUPERVISION Contractor shall continuously keep at the Project site, a competent and experienced full-time Project superintendent acceptable to the City. Superintendent must be able to proficiently speak, read and write in English and shall have the authority to make decisions on behalf of the Contractor. Contractor shall continuously provide efficient supervision of the Project. ARTICLE 10. WORKERS A. Contractor shall at all times enforce strict discipline and good order among its employees. Contractor shall not employ on the Project any unfit person or any one not skilled in the Work assigned to him or her. B. Any person in the employ of the Contractor whom the City may deem incompetent or unfit shall be dismissed from the Work and shall not be employed on this Project. ARTICLE 11. INDEPENDENT CONTRACTORS Contractor shall be an independent contractor for the City and not an employee. Contractor understands and agrees that it and all of its employees shall not be considered officers, employees, or agents of City and are not entitled to benefits of any kind normally provided employees of City, including but not limited to, state unemployment compensation or workers’ compensation. Contractor assumes full responsibility for the acts and omissions of its employees or agents related to the Work. ARTICLE 12. SUBCONTRACTS A. Contractor agrees to bind every subcontractor to the terms of the Contract Documents as far as such terms are applicable to subcontractor’s portion of the Work. Contractor shall be as fully responsible to the City for the acts and omissions of its subcontractors and of persons either directly or indirectly employed by its subcontractors, as Contractor is for acts and omissions of persons directly employed by Contractor. Nothing contained in these Contract Documents shall create any contractual relationship between any subcontractor and the City. -61- GENERAL CONDITIONS 45635.01000\31182317.1 B. The City reserves the right to accept all subcontractors. The City’s acceptance of any subcontractor under this Contract shall not in any way relieve Contractor of its obligations in the Contract Documents. C. Prior to substituting any subcontractor listed in the Bid Forms, Contractor must comply with the requirements of the Subletting and Subcontracting Fair Practices Act pursuant to California Public Contract Code section 4100 et seq. ARTICLE 13. VERIFICATION OF EMPLOYMENT ELIGIBILITY By executing this Contract, Contractor verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subcontractors, sub-subcontractors and consultants to comply with the same. Each person executing this Contract on behalf of Contractor verifies that he or she is a duly authorized officer of Contractor and that any of the following shall be grounds for the City to terminate the Contract for cause: (1) failure of the Contractor or its subcontractors, sub-subcontractors or consultants to meet any of the requirements provided for in this Article; (2) any misrepresentation or material omission concerning compliance with such requirements; or (3) failure to immediately remove from the Work any person found not to be in compliance with such requirements. ARTICLE 14. REQUESTS FOR SUBSTITUTION A. For the purposes of this provision, the term “substitution” shall mean the substitution of any material, method or service substantially equal to or better in every respect to that indicated in the Standard Specifications or otherwise referenced herein. B. Pursuant to Public Contract Code section 3400(b), the City may make a finding that is described in the Notice Inviting Bids that designates certain products, things, or services by specific brand or trade name. C. Unless specifically designated in the Special Conditions, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such specifications shall be deemed to be used for the purpose of facilitating the description of the material, process, or article desired and shall be deemed to be followed by the words “or equal.” Contractor may, unless otherwise stated, offer for substitution any material, process, or article which may be substantially equal to or better in every respect to that so indicated or specified in the Contract Documents. However, the City has adopted uniform standards for certain materials, processes, and articles. D. The Contractor shall submit substitution requests, together with substantiating data, for substitution of any “or equal” material, process, or article no later than thirty-five (35) calendar days after award of Contract. Provisions regarding submission of substitution requests shall not in any way authorize an extension of time for the performance of this Contract. If a substitution request is rejected by the City, the Contractor shall provide the material, method or service specified herein. The City shall not be responsible for any costs incurred by the Contractor associated with substitution requests. The burden of proof as to the equality of any material, proce ss, or article shall rest with the Contractor. The Engineer has the complete and sole -62- GENERAL CONDITIONS 45635.01000\31182317.1 discretion to determine if a material, process, or article is substantially equal to or better than that specified and to approve or reject all substitution requests. E. Substantiating data as described above shall include, at a minimum, the following information: 1. A signed affidavit from the Contractor stating that the material, process, or article proposed as a substitution is substantially equal to or better than that specified in every way except as may be listed on the affidavit. 2. Illustrations, specifications, catalog cut sheets, and any other relevant data required to prove that the material, process, or article is substantially equal to or better than that specified. 3. A statement of the cost implications of the substitution being requested, indicating whether and why the proposed substitution will reduce or increase the amount of the contract. 4. Information detailing the durability and lifecycle costs of the proposed substitution. F. Failure to submit all the required substantiating data detailed above in a timely manner so that the substitution request can be adequately reviewed may result in rejection of the substitution request. The Engineer is not obligated to review multiple submittals related the same substitution request resulting from the Contractor’s failure to initially submit a complete package. G. Time limitations within this Article shall be strictly complied with and in no case will an extension of time for completion of the contract be granted because of Contractor’s failure to provide substitution requests at the time and in the manner described herein. H. The Contractor shall bear the costs of all City work associated with the review of substitution requests. I. If substitution requests approved by the Engineer require that Contractor furnish materials, methods or services more expensive than that specified, the increased costs shall be borne by Contractor. ARTICLE 15. SHOP DRAWINGS A. Contractor shall check and verify all field measurements and shall submit with such promptness as to provide adequate time for review and cause no delay in its own Work or in that of any other contractor, subcontractor, or worker on the Project, six (6) copies of all shop drawings, calculations, schedules, and materials list, and all other provisions required by the Contract Documents. Contractor shall sig n all submittals affirming that submittals have been reviewed and approved by Contractor prior to submission to Engineer. Each signed submittal shall affirm that the submittal meets all the requirements of the Contract Documents except as specifically and clearly noted and listed on the transmittal letter of the submittal. B. Contractor shall make any corrections required by the Engineer, and file with the Engineer six (6) corrected copies each, and furnish such other copies as may be -63- GENERAL CONDITIONS 45635.01000\31182317.1 needed for completion of the Work. Engineer’s acceptance of shop drawings shall not relieve Contractor from responsibility for deviations from the Contract Documents unless Contractor has, in writing, called Engineer’s attention to such deviations at time of submission and has secured the Engineer’s written acceptance. Engineer’s acceptance of shop drawings shall not relieve Contractor from responsibility for errors in shop drawings. ARTICLE 16. SUBMITTALS A. Contractor shall furnish to the Engineer for approval, prior to purchasing or commencing any Work, a log of all samples, material lists and certifications, mix designs, schedules, and other submittals, as required in the Contract Documents. The log shall indicate whether samples will be provided in accordance with other provisions of this Contract. B. Contractor will provide samples and submittals, together with catalogs and supporting data required by the Engineer, to the Engineer within a reasonable time period to provide for adequate review and avoid delays in the Work. C. These requirements shall not authorize any extension of time for performance of this Contract. Engineer will check and approve such samples, but only for conformance with design concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples and submittals. ARTICLE 17. MATERIALS A. Except as otherwise specifically stated in the Contract Documents, Contractor shall provide and pay for all materials, labor, tools, equipment, lights, power, transportation, superintendence, temporary constructions of every nature, and all other services and facilities of every nature whatsoever necessary to execute and complete this Contract within specified time. B. Unless otherwise specified, all materials shall be new and the best of their respective kinds and grades as noted and/or specified, and workmanship shall be of good quality. C. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of the Work and shall be stored properly and protected as required by the Contract Documents. Contractor shall be entirely responsible for damage or loss by weather or other causes to materials or Work. D. No materials, supplies, or equipment for Work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. Contractor warrants good title to all material, supplies, and equipment installed or incorporated in the Work and agrees upon completion of all work to deliver the Project, to the City free from any claims, liens, or charges. E. Materials shall be stored on the Project site in such manner so as not to interfere with any operations of the City or any independent contractor. -64- GENERAL CONDITIONS 45635.01000\31182317.1 F. Contractor shall verify all measurements, dimensions, elevations, and quantities before ordering any materials or performing any Work, and the City shall not be liable for Contractor’s failure to so. No additional compensation, over and above payment for the actual quantities at the prices set out in the Bid Form, will be allowed because of differences between actual measurements, dimension, elevations and quantities and those indicated on the Plans and in the Specifications. Any difference therein shall be submitted to the Engineer for consideration before proceeding with the Work. ARTICLE 18. PERMITS AND LICENSES A. City will apply and pay for the review of necessary encroachment permits for Work within the public rights-of-way. Contractor shall obtain all other necessary permits and licenses for the construction of the Project, including encroachment permits, and shall pay all fees required by law and shall comply with all laws, ordinances, rules and regulations relating to the Work and to the preservation of public health and safety. Before acceptance of the Project, the Contractor shall submit all licenses, permits, certificates of inspection and required approvals to the City. B. The Bid Form contains an allowance for the Contractor’s cost of acquiring traffic control permits and for construction inspection fees that may be charged to the Contractor by the Agency of Jurisdiction. The allowance is included within the Bid Form to eliminate the need by bidders to research or estimate the costs of traffic control permits and construction inspection fees prior to submitting a bid. The allowance is specifically intended to account for the costs of traffic control permits and construction inspection fees charged by the local Agency of Jurisdiction only. No other costs payable by Contractor to the Agency of Jurisdiction are included within the allowance. Payment by City to Contractor under the Permit and Inspection Allowance Bid Item shall be made based on actual cost receipts only and in accordance with the provisions of these specifications. ARTICLE 19. TRENCHES A. Trenches Five Feet or More in Depth. Contractor shall submit to the Engineer at the preconstruction meeting, a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from hazards of caving ground during the excavation of any trench or trenches five feet or more in depth. If such plan varies from shoring system standards established by the Construction Safety Orders of the California Code of Regulations, Department of Industrial Relations, the plan shall be prepared by a California registered civil or structural engineer. The plan shall not be less effective than the shoring, bracing, sloping, or other provisions of the Construction Safety Orders, as defined in the California Code of Regulations. The Contractor shall designate in writing the “competent person” as defined in Title 8, California Code of Regulations, who shall be present at the Work Site each day that trenching/excavation is in progress. The “competent person” shall prepare and provide daily trenching/excavation inspection reports to the Engineer. Contractor shall also submit a copy of its annual California Occupational Safety and Health Administration (Cal/OSHA) trench/excavation permit. B. Excavations Deeper than Four Feet. If the Work involves excavating trenches or other excavations that extend deeper than four feet below the surface, Contractor shall -65- GENERAL CONDITIONS 45635.01000\31182317.1 promptly, and before the excavation is further disturbed, notify the City in writing of any of the following conditions: 1. Material that the 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. 2. Subsurface or latent physical conditions at the site differing from those indicated. 3. 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 The City shall promptly investigate the conditions, and if it finds that the conditions do so materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor’s cost of, or the time required for, performance of any part of the Work, shall issue a change order under the procedures described in the Contract Documents. In the event that a dispute arises between the City and the Contractor as to 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, the 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 parties. ARTICLE 20. TRAFFIC CONTROL A. Traffic control plan(s) for the Work may be required by the Agency(s) of Jurisdiction. Traffic control plans, if required, shall be prepared at Contractor’s expense, and traffic control shall be performed at Contractor’s expense in accordance with the requirements of the Agency(s) of Jurisdiction. The Permit and Inspection Allowance included within the Bid Form includes the cost of required traffic control permit(s) and construction inspection by the Agency(s) of Jurisdiction only. The Permit and Inspection Allowance does not include costs for preparation of any required traffic control plans, implementation of any traffic control requirements or for any traffic signal services that may be required. Costs for traffic control plans, implementation of traffic control, or traffic signal services required by the Agency(s) of Jurisdiction shall be included in the Contractor’s Bid. B. All warning signs and safety devices used by the Contractor to perform the Work shall conform to the requirements contained in the State of California, Department of Transportation’s current edition of “Manual of Traffic Controls for Construction and Maintenance Work Zones” or to the requirements of the local agency. The Contractor shall also be responsible for all traffic control required by the agency having jurisdiction over the project on the intersecting streets. Contractor must submit a traffic control plan to the agency having jurisdiction over the project for approval prior to starting work. -66- GENERAL CONDITIONS 45635.01000\31182317.1 C. The Contractor’s representative on the site responsible for traffic control shall produce evidence that he/she has completed training acceptable to the California Department of Transportation for safety through construction zones. All of the streets in which the Work will occur shall remain open to traffic and one lane of traffic maintained at all times unless otherwise directed by the agency of jurisdiction. Businesses and residences adjacent to the Work shall be notified forty-eight (48) hours in advance of closing of driveways. The Contractor shall make every effort to minimize the amount of public parking temporarily eliminated due to construction in areas fronting businesses. No stockpiles of pipe or other material will be allowed in traveled right-of- ways after working hours unless otherwise approved by the Engineer. ARTICLE 21. DIVERSION OF RECYCLABLE WASTE MATERIALS In compliance with the applicable City’s waste reduction and recycling efforts, Contractor shall divert all Recyclable Waste Materials to appropriate recycling centers as required for compliance with the local jurisdiction’s waste diversion ordinances. Contractor will be required to submit weight tickets and written proof of diversion with its monthly progress payment requests. Contractor shall complete and execute any certification forms required by City or other applicable agencies to document Contractor’s compliance with these diversion requirements. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor. ARTICLE 22. REMOVAL OF HAZARDOUS MATERIALS Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB) or other toxic wastes and hazardous materials which have not been rendered harmless at the Project site, the Contractor shall immediately stop work at the affected Project site and shall report the condition to the City in writing. The City shall contract for any services required to directly remove and/or abate PCBs and other toxic wastes and hazardous materials, if required by the Project site(s), and shall not require the Contractor to subcontract for such services. The Work in the affected area shall not thereafter be resumed except by written agreement of the City and Contractor. ARTICLE 23. SANITARY FACILITIES Contractor shall provide sanitary temporary toilet buildings and hand washing facilities for the use of all workers. All toilets and hand washing facilities shall comply with all applicable federal, state and local laws, codes, ordinances, and regulations. Toilets shall be kept supplied with toilet paper and shall have workable door fasteners. Toilets and hand washing facilities shall be serviced no less than once weekly and shall be present in a quantity of not less than 1 per 20 workers as required by Cal/OSHA regulations. The toilets and hand washing facilities shall be maintained in a sanitary condition at all times. Use of toilet and hand washing facilities in the Work under construction shall not be permitted. Any other Sanitary Facilities required by Cal/OSHA shall be the responsibility of the Contractor. ARTICLE 24. AIR POLLUTION CONTROL Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes. All containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to indicate that the contents fully comply with the applicable material requirements. -67- GENERAL CONDITIONS 45635.01000\31182317.1 ARTICLE 25. LAYOUT AND FIELD ENGINEERING All field engineering required for laying out the Work and establishing grades for earth work operations shall be furnished by the Contractor at its expense. ARTICLE 26. TESTS AND INSPECTIONS A. If the Contract Documents, the Engineer, or any instructions, laws, ordinances, or public authority requires any part of the Work to be tested or Approved, Contractor shall provide the Engineer at least two (2) working days’ notice of it s readiness for observation or inspection. If inspection is by a public authority other than the City, Contractor shall promptly inform the City of the date fixed for such inspection. Required certificates of inspection (or similar) shall be secured by Contractor. Costs for City testing and City inspection shall be paid by the City. Costs of tests for Work found not to be in compliance shall be paid by the Contractor. B. If any Work is done or covered up without the required testing or approval, the Contractor shall uncover or deconstruct the Work, and the Work shall be redone after completion of the testing at the Contractor’s cost in compliance with the Contract Documents. C. Where inspection and testing are to be conducted by an independent laboratory or agency, materials or samples of materials to be inspected or tested shall be selected by such laboratory or agency, or by the City, and not by Contractor. All tests or inspections of materials shall be made in accordance with the commonly recognized standards of national organizations. D. In advance of manufacture of materials to be supplied by Contractor which must be tested or inspected, Contractor shall notify the City so that the City may arrange for testing at the source of supply. Any materials which have not satisfactorily passed such testing and inspection shall not be incorporated into the Work. E. If the manufacture of materials to be inspected or tested will occur in a plant or location greater than sixty (60) miles from the City, the Contractor shall pay for any excessive or unusual costs associated with such testing or inspection, including but not limited to excessive travel time, standby time and required lodging. F. Reexamination of Work may be ordered by the City. If so ordered, Work must be uncovered or deconstructed by Contractor. If Work is found to be in accordance with the Contract Documents, the City shall pay the costs of reexamination and reconstruction. If such work is found not to be in accordance with the Contract Documents, Contractor shall pay all costs. ARTICLE 27. PROTECTION OF WORK AND PROPERTY A. The Contractor shall be responsible for all damages to persons or property that occurs as a result of the Work. Contractor shall be responsible for the proper care and protection of all materials delivered and Work performed until completion and final Acceptance by the City. All Work shall be solely at the Contractor’s risk. Contractor shall adequately protect adjacent property from settlement or loss of lateral support as necessary. Contractor shall comply with all applicable safety laws and building codes -68- GENERAL CONDITIONS 45635.01000\31182317.1 to prevent accidents or injury to persons on, about, or adjacent to the Project site where Work is being performed. Contractor shall erect and properly maintain at all times, as required by field conditions and progress of work, all necessary safeguards, signs, barriers, lights, and watchmen for protection of workers and the public, and shall post danger signs warning against hazards created in the course of construction. B. In an emergency affecting safety of life or of work or of adjoining property, Contractor, without special instruction or authorization from the Engineer, is hereby permitted to act to prevent such threatened loss or injury; and Contractor shall so act, without appeal, if so authorized or instructed by the Engineer or the City. Any compensation claimed by Contractor on account of emergency work shall be determined by and agreed upon by the City and the Contractor. ARTICLE 28. CONTRACTOR’S MEANS AND METHODS Contractor is solely responsible for the means and methods utilized to perform the Work. In no case shall the Contractor’s means and methods deviate from commonly used industry standards. ARTICLE 29. AUTHORIZED REPRESENTATIVES The City shall designate representatives, who shall have the right to be present at the Project site at all times. The City may designate an inspector who shall have the right to observe all of the Contractor’s Work. The inspector shall not be responsible for the Contractor’s failure to carry out the Work in accordance with the Contract Documents. Contractor shall provide safe and proper facilities for such access. ARTICLE 30. HOURS OF WORK A. As provided in Article 3 (commencing at section 1810), Chapter 1, Part 7, Division 2 of the Labor Code, Contractor stipulates that eight (8) hours of labor shall constitute a legal day’s work. The time of service of any worker employed at any time by the Contractor or by any subcontractor on any subcontract under this Contract upon the Work or upon any part of the Work contemplated by this Contract is limited and restricted to eight (8) hours during any one calendar day and 40 hours during any one calendar week, except as hereinafter provided. Notwithstanding the provisions herein above set forth, work performed by employees of Contractor in excess of eight (8) hours per day, and 40 hours during any one week, shall be permitted upon this public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half times the basic rate of pay. B. The Contractor and every subcontractor shall keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed in connection with the Work or any part of the Work contemplated by this Contract. The record shall be kept open at all reasonable hours to the inspection of the City and to the Division of Labor Law Enforcement, Department of Industrial Relations of the State of California. C. The Contractor shall pay to the City a penalty of twenty-five dollars ($25.00) for each worker employed in the execution of this Contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any calendar day and 40 hours in any one calendar -69- GENERAL CONDITIONS 45635.01000\31182317.1 week in violation of the provisions of Article 3 (commencing at section 1810), Chapter 1, Part 7, Division 2 of the Labor Code. D. Any work necessary to be performed after regular working hours, or on Saturdays and Sundays or other holidays, shall be performed without additional expense to the City. E. City will provide inspection during normal working hours from 7:00 a.m. to 3:00 p.m. Monday through Friday. Inspection before or after this time will be charged to the Contractor as reimbursable inspection time. Inspections on weekends requires two days’ notice for review and approval. Upon written request and approval, the 8 hour working day may be changed to other limits subject to city/county ordinance. F. It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following at the Project site, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no Work allowed on the City-observed holidays, unless otherwise approved by the City: 1. Powered Vehicles 2. Construction Equipment 3. Loading and Unloading Vehicles 4. Domestic Power Tools ARTICLE 31. PAYROLL RECORDS; LABOR COMPLIANCE A. Pursuant to Labor Code section 1776, Contractor and all subcontractors shall maintain weekly certified payroll records, showing the names, addresses, Social Security numbers, work classifications, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by them in connection with the Work under this Contract. Contractor shall certify under penalty of perjury that records maintained and submitted by Contractor are true and accurate. Contractor shall also require subcontractor(s) to certify weekly payroll records under penalty of perjury. B. In accordance with Labor Code section 1771.4, the Contractor and each subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations (“DIR”) on the specified interval and format prescribed by the DIR, which may include electronic submission. Contractor shall comply with all requirements and regulations from the DIR relating to labor compliance monitoring and enforcement. The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4. C. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City. Contractor -70- GENERAL CONDITIONS 45635.01000\31182317.1 shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor. D. The payroll records described herein shall be certified and submitted by the Contractor at a time designated by the City. The Contractor shall also provide the following: 1. A certified copy of the employee’s payroll records shall be made available for inspection or furnished to such employee or his or her authorized representative on request. 2. A certified copy of all payroll records described herein shall be made available for inspection or furnished upon request of the DIR. E. Unless submitted electronically, the certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement (“DLSE”) of the DIR or shall contain the same information as the forms provided by the DLSE. F. Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency, the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address and social security number. The name and address of the Contractor awarded the Contract or performing the contract shall not be marked or obliterated. G. In the event of noncompliance with the requirements of this Article, the Contractor shall have ten (10) calendar days in which to comply subsequent to receipt of written notice specifying in what respects the Contractor must comply with this Article. Should noncompliance still be evident after such 10-day period, the Contractor shall pay a penalty of one hundred dollars ($100.00) to the City for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payment then due. H. The responsibility for compliance with this Article shall rest upon the Contractor. ARTICLE 32. PREVAILING RATES OF WAGES A. The Contractor is aware of the requirements of Labor Code sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq. (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects. Since this Project involves an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Contract from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov. In the alternative, the Contractor may view a copy of the prevailing rate of per diem wages which are on file at the City’s Administration Office and shall be made available to interested parties upon request. Contractor shall make copies of the prevailing rates -71- GENERAL CONDITIONS 45635.01000\31182317.1 of per diem wages for each craft, classification, or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the Project site. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and authorized volunteers free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or allege failure to comply with the Prevailing Wage Laws. B. The Contractor shall forfeit as a penalty to the City not more than Two Hundred Dollars ($200.00), pursuant to Labor Code section 1775, for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate as determined by the Director of the Department of Industrial Relations for such work or craft in which such worker is employed for any public work done under the Contract by it or by any subcontractor under it. The difference between such prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof, for which each worker was paid less than the prevailing wage rate, shall be paid to each worker by the Contractor. C. Contractor shall post, at appropriate conspicuous points on the Project site, a schedule showing all determined general prevailing wage rates and all authorized deductions, if any, from unpaid wages actually earned. ARTICLE 33. PUBLIC WORKS CONTRACTOR REGISTRATION Pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and its subcontractors must be registered with the Department of Industrial Relations prior to the execution of a contract to perform public works. By entering into this Contract, Contractor represents that it is aware of the registration requirement and is currently registered with the DIR. Contractor shall maintain a current registration for the duration of the Project. Contractor shall further include the requirements of Labor Code sections 1725.5 and 1771.1 in any subcontract and ensure that all subcontractors are registered at the time this Contract is entered into and maintain registration for the duration of the Project. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1. ARTICLE 34. EMPLOYMENT OF APPRENTICES A. Contractor and all subcontractors shall comply with the requirements of Labor Code sections 1777.5 and 1777.6 in the employment of apprentices. B. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. C. Knowing violations of Labor Code section 1777.5 will result in forfeiture not to exceed one hundred dollars ($100.00) for each calendar day of non-compliance pursuant to Labor Code section 1777.7. D. The responsibility for compliance with this Article shall rest upon the Contractor. -72- GENERAL CONDITIONS 45635.01000\31182317.1 ARTICLE 35. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY Pursuant to Labor Code section 1735 and other applicable provisions of law, the Contractor and its subcontractors shall not discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, or any other classifications protected by law on this Project. The Contractor will take affirmative action to ensure that employees are treated during employment or training without regard to their race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, or any other classifications protected by law. Employment Eligibility; Contractor. By executing this Contract, Contractor verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time. Such requirements and restrictions include, but are not limited to, examination and retention of documentation confirming the identity and immigration status of each employee of the Contractor. Contractor also verifies that it has not committed a violation of any such law within the five (5) years immediately preceding the date of execution of this Contract, and shall not violate any such law at any time during the term of the Contract. Contractor shall avoid any violation of any such law during the term of this Contract by participating in an electronic verification of work authorization program operated by the United States Department of Homeland Security, by participating in an equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, or by some other legally acceptable method. Contractor shall maintain records of each such verification, and shall make them available to the City or its representatives for inspection and copy at any time during normal business hours. The City shall not be responsible for any costs or expenses related to Contractor’s compliance with the requirements provided for or referred to herein. Employment Eligibility; Subcontractors, Sub-subcontractors and Consultants. To the same extent and under the same conditions as Contractor, Contractor shall require all of its subcontractors, sub-subcontractors and consultants performing any part of the Work or of this Contract to make the same verifications and comply with all requirements and restrictions provided for herein. Employment Eligibility; Failure to Comply. Each person executing this Contract on behalf of Contractor verifies that he or she is a duly authorized officer of Contractor, and understands that any of the following shall be grounds for the City to terminate the Contract for cause: (1) failure of Contractor or its subcontractors, sub-subcontractors or consultants to meet any of the requirements provided for herein; (2) any misrepresentation or material omission concerning compliance with such requirements; or (3) failure to immediately remove from the Work any person found not to be in compliance with such requirements. ARTICLE 36. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS Contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code section 1777.1 or 1777.7. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid, or may have been paid to a debarred subcontractor by a contractor on the -73- GENERAL CONDITIONS 45635.01000\31182317.1 project shall be returned to the City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project. ARTICLE 37. LABOR/EMPLOYMENT SAFETY The Contractor shall comply with all applicable laws and regulations of the federal, state, and local government, including Cal/OSHA requirements and requirements for verification of employees’ legal right to work in the United States. The Contractor shall maintain emergency first aid treatment for his employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4. The Contractor shall ensure the availability of emergency medical services for its employees in accordance with California Code of Regulations, Title 8, Section 1512. The Contractor shall submit the Illness and Injury Prevention Program and a Project site specific safety program to the City prior to beginning Work at the Project site. Contractor shall maintain a confined space program that meets or exceeds the City Standards. Contractor shall adhere to the City’s lock out tag out program. ARTICLE 38. INSURANCE The Contractor shall obtain, and at all times during performance of the Work of Contract, maintain all of the insurance described in this Article. Contractor shall not commence Work under this Contract until it has provided evidence satisfactory to the City that it has secured all insurance required hereunder. Contractor shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under this Article. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause. Contractor shall furnish City with original certificates of insurance and endorsements effective coverage required by this Contract on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms acceptable to the City. All certificates and endorsements must be received and approved by the City before Work commences. A. Additional Insureds; Waiver of Subrogation. The City, its officials, officers, employees, agents and authorized volunteers shall be named as Additional Insureds on Contractor’s All Risk policy and on Contractor’s and its subcontractors’ policies of Commercial General Liability and Automobile Liability insurance using, for Contractor’s policy/ies of Commercial General Liability insurance, ISO CG forms 20 10 and 20 37 (or endorsements providing the exact same coverage, including completed operations), and, for subcontractors’ policies of Commercial General Liability insurance, ISO CG form 20 38 (or endorsements providing the exact same coverage). Notwithstanding the minimum limits set forth in this Contract for any type of insurance coverage, all available insurance proceeds in excess of the specified minimum limits of coverage shall be available to the parties required to be named as Additional Insureds hereunder. Contractor and its insurance carriers shall provide a Waiver of Subrogation in favor of those parties. B. Workers’ Compensation Insurance. The Contractor shall provide workers’ compensation insurance for all of the employees engaged in Work under this Contract, -74- GENERAL CONDITIONS 45635.01000\31182317.1 on or at the Site, and, in case of any sublet Work, the Contractor shall require the subcontractor similarly to provide workers’ compensation insurance for all the latter’s employees as prescribed by State law. Any class of employee or employees not covered by a subcontractor’s insurance shall be covered by the Contractor’s insurance. In case any class of employees engaged in work under this Contract, on or at the Site, is not protected under the Workers’ Compensation Statutes, the Contractor shall provide or shall cause a subcontractor to provide, adequate insurance coverage for the protection of such employees not otherwise protected. The Contractor is required to secure payment of compensation to his employees in accordance with the provisions of section 3700 of the Labor Code. The Contractor shall file with the City certificates of his insurance protecting workers. Company or companies providing insurance coverage shall be acceptable to the City, if in the form and coverage as set forth in the Contract Documents. C. Employer’s Liability Insurance. Contractor shall provide Employer’s Liability Insurance, including Occupational Disease, in the amount of at least one million dollars ($1,000,000.00) per person per accident. Contractor shall provide City with a certificate of Employer’s Liability Insurance. Such insurance shall comply with the provisions of the Contract Documents. The policy shall be endorsed, if applicable, to provide a Borrowed Servant/Alternate Employer Endorsement and contain a Waiver of Subrogation in favor of the City. D. Commercial General Liability Insurance. Contractor shall provide “occurrence” form Commercial General Liability insurance coverage at least as broad as the most current ISO CGL Form 00 01, including but not limited to, premises liability, contractual liability, products/completed operations, personal and advertising injury which may arise from or out of Contractor’s operations, use, and management of the Site, or the performance of its obligations hereunder. The policy shall not contain any exclusion contrary to this Contract including but not limited to endorsements or provisions limiting coverage for (1) contractual liability (including but not limited to ISO CG 24 26 or 21 39); or (2) cross-liability for claims or suits against one insured against another. Policy limits shall not be less than $1,000,000 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. Defense costs shall be paid in addition to the limits. 1. Such policy shall comply with all the requirements of this Article. The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor’s indemnification obligations to the City, and shall not preclude the City from taking such other actions available to the City under other provisions of the Contract Documents or law. 2. All general liability policies provided pursuant to the provisions of this Article shall comply with the provisions of the Contract Documents. 3. All general liability policies shall be written to apply to all bodily injury, including death, property damage, personal injury, owned and non-owned equipment, blanket contractual liability, completed operations liability, explosion, collapse, -75- GENERAL CONDITIONS 45635.01000\31182317.1 under-ground excavation, removal of lateral support, and other covered loss, however occasioned, occurring during the policy term, and shall specifically insure the performance by Contractor of that part of the indemnification contained in these General Conditions relating to liability for injury to or death of persons and damage to property. 4. If the coverage contains one or more aggregate limits, a minimum of 50% of any such aggregate limit must remain available at all times; if over 50% of any aggregate limit has been paid or reserved, the City may require additional coverage to be purchased by Contractor to restore the required limits. Contractor may combine primary, umbrella, and as broad as possible excess liability coverage to achieve the total limits indicated above. Any umbrella or excess liability policy shall include the additional insured endorsement described in the Contract Documents. 5. All policies of general liability insurance shall permit and Contractor does hereby waive any right of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. E. Automobile Liability Insurance. Contractor shall provide “occurrence” form Automobile Liability Insurance at least as broad as ISO CA 00 01 (Any Auto) in the amount of, at least, one million dollars ($1,000,000) per accident for bodily injury and property damage. Such insurance shall provide coverage with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by Contractor or for which Contractor is responsible, in a form and with insurance companies acceptable to the City. All policies of automobile insurance shall permit and Contractor does hereby waive any right of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. F. Builder’s Risk [“All Risk”] 1. It is the Contractor’s responsibility to maintain or cause to be maintained Builder’s Risk [“All Risk”] extended coverage insurance on all work, material, equipment, appliances, tools, and structures that are or will become part of the Work and subject to loss or damage by fire, and vandalism and malicious mischief, in an amount to cover 100% of the replacement cost. The City accepts no responsibility for the Work until the Work is formally accepted by the City. The Contractor shall provide a certificate evidencing this coverage before commencing performance of the Work. 2. The named insureds shall be Contractor, all Subcontractors of any tier (excluding those solely responsible for design work), suppliers, and City, its elected officials, officers, employees, agents and authorized volunteers, as their interests may appear. Contractor shall not be required to maintain property insurance for any portion of the Work following acceptance by City. 3. Policy shall be provided for replacement value on an “all risk” basis. There shall be no coinsurance penalty provision in any such policy. Policy must include: (1) coverage for any ensuing loss from faulty workmanship, nonconforming work, omission or deficiency in design or specifications; (2) coverage against machinery -76- GENERAL CONDITIONS 45635.01000\31182317.1 accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the Project; (4) transit coverage, including ocean marine coverage (unless insured by the supplier), with sub-limits sufficient to insure the full replacement value of any key equipment item; and (5) coverage with sub-limits sufficient to insure the full replacement value of any property or equipment stored either on or off the Site. Such insurance shall be on a form acceptable to City to ensure adequacy and sublimit. 4. In addition, the policy shall meet the following requirements: a. Insurance policies shall be so conditioned as to cover the performance of any extra work performed under the Contract. b. Coverage shall include all materials stored on site and in transit. c. Coverage shall include Contractor’s tools and equipment. d. Insurance shall include boiler, machinery and material hoist coverage. G. [***FOR WORK INVOLVING ENVIRONMENTAL HAZARDS***] Contractor’s Pollution Liability Coverage. Contractor shall provide pollution liability insurance in an amount not less than $1,000,000 per occurrence and $2,000,000 aggregate. H. Contractor shall require all tiers of sub-contractors working under this Contract to provide the insurance required under this Article unless otherwise agreed to in writing by City. Contractor shall make certain that any and all subcontractors hired by Contractor are insured in accordance with this Contract. If any subcontractor’s coverage does not comply with the foregoing provisions, Contractor shall indemnify and hold the City harmless from any damage, loss, cost, or expense, including attorneys’ fees, incurred by the City as a result thereof. ARTICLE 39. FORM AND PROOF OF CARRIAGE OF INSURANCE A. Any insurance carrier providing insurance coverage required by the Contract Documents shall be admitted to and authorized to do business in the State of California unless waived, in writing, by the City’s Risk Manager. Carrier(s) shall have an A.M. Best rating of not less than an A:VII. Insurance deductibles or self -insured retentions must be declared by the Contractor. At the election of the City the Contractor shall either 1) reduce or eliminate such deductibles or self-insured retentions, or 2) procure a bond which guarantees payment of losses and related investigations, claims administration, and defense costs and expenses. If umbrella or excess liability coverage is used to meet any required limit(s) specified herein, the Contractor shall provide a “follow form” endorsement satisfactory to the City indicating that such coverage is subject to the same terms and conditions as the underlying liability policy. B. Each insurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or cancelled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City; and (2) any failure to comply with reporting or other provisions of the policies, -77- GENERAL CONDITIONS 45635.01000\31182317.1 including breaches of warranties, shall not affect coverage provided to the City, its officials, officers, agents, employees, and volunteers. C. The Certificates(s) and policies of insurance shall contain or shall be endorsed to contain the covenant of the insurance carrier(s) that it shall provide no less than thirty (30) days written notice be given to the City prior to any material modification or cancellation of such insurance. In the event of a material modification or cancellation of coverage, the City may terminate the Contract or stop the Work in accordance with the Contract Documents, unless the City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverage’s set forth herein and the insurance required herein is in full force and effect. Contractor shall not take possession, or use the Site, or commence operations under this Contract until the City has been furnished original Certificate(s) of Insurance and certified original copies of endorsements or policies of insurance including all endorsements and any and all other attachments as required in this Article. The original endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf. D. The Certificate(s) of Insurance, policies and endorsements shall so covenant and shall be construed as primary, and the City’s insurance and/or deductibles and/or self- insured retentions or self-insured programs shall not be construed as contributory. E. City reserves the right to adjust the monetary limits of insurance coverages during the term of this Contract including any extension thereof if, in the City’s reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate. F. Contractor shall report to the City, in addition to the Contractor’s insurer, any and all insurance claims submitted by the Contractor in connection with the Work under this Contract. ARTICLE 40. TIME FOR COMPLETION AND LIQUIDATED DAMAGES A. Time for Completion/Liquidated Damages. Time is of the essence in the completion of the Work. Work shall be commenced within ten (10) Days of the date sta ted in the City’s Notice to Proceed and shall be completed by Contractor in the time specified in the Contract Documents. The City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by the City’s receipt or acceptance of the Contractor’s proposed earlier completion date. Furthermore, Contractor shall not, under any circumstances, receive additional compensation from the City (including but not limited to indirect, general, administrative or other forms of overhead costs) for the period between the time of earlier completion proposed by the Contractor and the Contract completion date. If the Work is not completed as stated in the Contract Documents, it is understood that the City will suffer damage. In accordance with Government Code section 53069.85, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum stipulated in the Contract for each calendar day of delay until the Work is fully completed. Contractor and its surety shall be liable for any liquidated -78- GENERAL CONDITIONS 45635.01000\31182317.1 damages. Any money due or to become due the Contractor may be retained to cover liquidated damages. B. Inclement Weather. Contractor shall abide by the Engineer’s determination of what constitutes inclement weather. Time extensions for inclement weather shall only be granted when the Work stopped during inclement weather is on the critical path of the Project schedule. C. Extension of Time. Contractor shall not be charged liquidated damages because of any delays in completion of the Work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (or its subcontractors or suppliers). Contractor shall within five (5) Days of identifying any such delay notify the City in writing of causes of delay. The City shall ascertain the facts and extent of delay and grant extension of time for completing the Work when, in its judgment, the facts justify such an extension. Time extensions to the Project shall be requested by the Contractor as they occur and without delay. No delay claims shall be permitted unless the event or occurrence delays the completion of the Project beyond the Contract completion date. D. No Damages for Reasonable Delay. The City’s liability to Contractor for delays for which the City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall the City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs. Damages caused by unreasonable City delay, including delays caused by items that are the responsibility of the City pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages. ARTICLE 41. COST BREAKDOWN AND PERIODIC ESTIMATES Contractor shall furnish on forms Approved by the City: A. Within ten (10) Days of Notice to Proceed with the Contract, a detailed estimate giving a complete breakdown of the Contract price, if the Contract amount is a lump sum. B. A monthly itemized estimate of Work done for the purpose of making progress payments. In order for the City to consider and evaluate each progress payment application, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) Day of the following month. C. Contractor shall submit, with each of its payment requests, an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form. D. Following the City’s Acceptance of the Work, the Contractor shall submit to the City a written statement of the final quantities of unit price items for inclusion in the final payment request. E. The City shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment. -79- GENERAL CONDITIONS 45635.01000\31182317.1 Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project. ARTICLE 42. PROGRESS ESTIMATES AND PAYMENT A. By the tenth (10th) Day of the following calendar month, Contractor shall submit to Engineer a payment request which shall set forth in detail the value of the Work done for the period beginning with the date work was first commenced and ending on the end of the calendar month for which the payment request is prepared. Contractor shall include any amount earned for authorized extra work. From the total thus computed, a deduction shall be made in the amount of five percent (5%) for retention, except where the City has adopted a finding that the Work done under the Contract is substantially complex, and then the amount withheld as retention shall be the percentage specified in the Notice Inviting Bids. From the remainder a further deduction may be made in accordance with Section B below. The amount computed, less the amount withheld for retention and any amounts withheld as set forth below, shall be the amount of the Contractor’s payment request. B. The City may withhold a sufficient amount or amounts of any payment or payments otherwise due to Contractor, as in his judgment may be necessary to cover: 1. Payments which may be past due and payable for just claims against Contractor or any subcontractors for labor or materials furnished in and about the performance of work on the Project under this Contract. 2. Defective work not remedied. 3. Failure of Contractor to make proper payments to his subcontractor or for material or labor. 4. Completion of the Contract if there is a reasonable doubt that the Work can be completed for balance then unpaid. 5. Damage to another contractor or a third party. 6. Amounts which may be due the City for claims against Contractor. 7. Failure of Contractor to keep the record (“as-built”) drawings up to date. 8. Failure to provide update on construction schedule as required herein. 9. Site cleanup. 10. Failure to comply with Contract Documents. 11. Liquidated damages. 12. Legally permitted penalties. C. The City may apply such withheld amount or amounts to payment of such claims or obligations at its discretion with the exception of subsections (B)(1), (3), and (5) of this -80- GENERAL CONDITIONS 45635.01000\31182317.1 Article, which must be retained or applied in accordance with applicable law. In so doing, the City shall be deemed the agent of Contractor and any payment so made by the City shall be considered as a payment made under contract by the City to Contractor and the City shall not be liable to Contractor for such payments made in good faith. Such payments may be made without prior judicial determination of claim or obligations. The City will render Contractor a proper accounting of such funds disbursed on behalf of Contractor. D. Upon receipt, the Engineer shall review the payment request to determine whether it is undisputed and suitable for payment. If the payment request is determined to be unsuitable for payment, it shall be returned to Contractor as soon as practicable but not later than seven (7) Days after receipt, accompanied by a document setting forth in writing the reasons why the payment request is not proper. The City shall make the progress payment within 30 calendar days after the receipt of an undisputed and properly submitted payment request from Contractor, provided that a release of liens and claims has been received from the Contractor pursuant to Civil Code section 8132. The number of days available to the City to make a payment without incurring interest pursuant to this paragraph shall be reduced by the number of days by which the Engineer exceeds the seven (7) Day requirement. E. A payment request shall be considered properly executed if funds are available for payment of the payment request and payment is not delayed due to an audit inquiry by the financial officer of the City. ARTICLE 43. SECURITIES FOR MONEY WITHHELD Pursuant to section 22300 of the Public Contract Code of the State of California, Contractor may request the City to make retention payments directly to an escrow agent or may substitute securities for any money withheld by the City to ensure performance under the contract. At the request and expense of Contractor, securities equivalent to the amount withheld shall be deposited with the City or with a state or federally chartered bank as the escrow agent who shall return such securities to Contractor upon satisfactory completion of the contract. Deposit of securities with an escrow agent shall be subject to a written agreement substantially in the form provided in section 22300 of the Public Contract Code. ARTICLE 44. CHANGES AND EXTRA WORK. A. Contract Change Orders. 1. The City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, and the Contract Price and Contract Time shall be adjusted accordingly. Except as otherwise provided herein, all such changes in the Work shall be authorized by Change Order, and shall be performed under the applicable conditions of the Contract Documents. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in the Contract Price or the Contract Time, and the full and final settlement of all costs (direct, indirect and overhead) related to the Work authorized by the Change Order. 2. Contractor shall promptly execute changes in the Work as directed in writing by the City even when the parties have not reached agreement on whether the -81- GENERAL CONDITIONS 45635.01000\31182317.1 change increases the scope of Work or affects the Contract Price or Contract Time. All claims for additional compensation to the Contractor shall be presented in writing. No claim will be considered after the Work in question has been done unless a written Change Order has been issued or a timely written notice of claim has been made by Contractor. 3. Whenever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions, and provisions of the original Contract. 4. Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done. 5. No dispute, disagreement, or failure of the parties to reach agreement on the terms of the Change Order shall relieve the Contractor from the obligation to proceed with performance of the work, including Additional Work, promptly and expeditiously. 6. Contractor shall make available to the City any of the Contractor’s documents related to the Project immediately upon request of the City, as set forth in Article 52. 7. Any alterations, extensions of time, Additional Work, or any other changes may be made without securing consent of the Contractor’s surety or sureties. B. Contract Price Change. 1. Process for Determining Adjustments in Contract Price. a. Owner Initiated Change. The Contractor must submit a complete cost proposal, including any change in the Contract Price or Contract Time, within seven (7) Days after receipt of a scope of a proposed change order initiated by the City, unless the City requests that proposals be submitted in less than seven (7) Days. b. Contractor Initiated Change. The Contractor must give written notice of a proposed change order required for compliance with the Contract Documents within seven (7) Days of discovery of the facts giving rise to the proposed change order. c. Whenever possible, any changes to the Contract amount shall be in a lump sum mutually agreed to by the Contractor and the City. d. Price quotations from the Contractor shall be accompanied by sufficiently detailed supporting documentation to permit verification by the City, including but not limited to estimates and quotations from subcontractors or material suppliers, as the City may reasonably request. Contractor shall certify the accuracy of all Change Order Requests under penalty of perjury. -82- GENERAL CONDITIONS 45635.01000\31182317.1 e. If the Contractor fails to submit a complete cost proposal within the seven (7) Day period (or as requested), the City has the right to order the Contractor in writing to commence the Work immediately on a time and materials basis and/or issue a lump sum change to the Contract Price and/or Contract Time in accordance with the City’s estimate. If the change is issued based on the City's estimate, the Contractor will waive its right to dispute the action unless within fifteen (15) Days following completion of the added/deleted work, the Contractor presents written proof that the City’s estimate was in error. 2. Unit Price Change Orders. a. When the actual quantity of a Unit Price item varies from the Bid Form, compensation for the change in quantity will be calculated by multiplying the actual quantity by the Unit Price. This calculation may result in either an additive or deductive Final Change Order pursuant to the Contract Documents. b. No Mark up for Overhead and Profit. Because the Contract Unit Prices provided in the Bid Form include Overhead and Profit as determined by Contractor at the time of Bid submission, no mark up or deduction for Overhead and Profit will be included in Unit Price Change Orders. c. Bid items included on the Bid Form may be deducted from the Work in their entirety without any negotiated extra costs. d. Contractor acknowledges that unit quantities are estimates and agrees that the estimated unit quantities listed on the Bid Form will be adjusted to reflect the actual unit quantities which may result in an adjustment to the Contract Unit Prices. Such an adjustment will be made by execution of a final additive or deductive Change Order following Contractor’s completion of the Work. Upon notification, Contractor’s failure to respond within seven (7) Days will result in City’s issuance of a unit quantity adjustment to the Contract Unit Prices and/or Contract Time in accordance with the Contract Documents. e. The City or Contractor may make a Claim for an adjustment in the Unit Price in accordance with the Contract Documents if: i. the quantity of any item of Unit Price Work performed by Contractor differs by twenty-five percent (25%) or more from the estimated q uantity of such item indicated in the Contract; and ii. there is no corresponding adjustment with respect to any other item of Work; and iii. Contractor believes that Contractor is entitled to an increase in Unit Price as a result of having incurred additional expense or the City believes that the City is entitled to a decrease in Unit Price and the parties are unable to agree as to the amount of any such increase or decrease.. 3. Lump Sum Change Orders. Compensation for Lump Sum Change Orders shall be limited to expenditures necessitated specifically by the Additional Work, and shall be segregated as follows: -83- GENERAL CONDITIONS 45635.01000\31182317.1 a. Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft or type of worker at the time the Additional Work is done, plus employer payments of payroll taxes and insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessment or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the Additional Work cost will not be permitted unless the Contractor establishes the necessity for such new classifications. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. b. Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available in the quantities involved, plus sales tax, freight, and delivery. Materials costs shall be based upon supplier or manufacturer’s invoice. If invoices or other satisfactory evidence of cost are not furnished within fifteen (15) Days of delivery, then the City shall determine the materials cost, at its sole discretion. c. Tool and Equipment Use. Costs for the use of small tools, which are tools that have a replacement value of $1,000 or less, shall be considered included in the Overhead and Profit mark-ups established below. Regardless of ownership, the rates to be used in determining equipment use costs shall not exceed listed rates prevailing locally at equipment rental ag encies, or distributors, at the time the Work is performed. 4. Time and Materials Change Orders. a. General. The term Time and Materials means the sum of all costs reasonably and necessarily incurred and paid by Contractor for labor, materials, and equipment in the proper performance of Additional Work. Except as otherwise may be agreed to in writing by the City, such costs shall be in amounts no higher than those prevailing in the locality of the Project, and shall include only the following items. b. Timely and Final Documentation. i. T&M Daily Sheets. Contractor must submit timesheets, materials invoices, records of equipment hours, and records of rental equipment hours to the City’s Representative for an approval signature each day Additional Work is performed. Failure to get the City’s Representative’s approval signature each Day shall result in a waiver of Contractor’s right to claim these costs. The City’s Representative’s signature on time sheets only serves as verification that the Work was performed and is not indicative of City’s agreement to Contractor’s entitlement to the cost. ii. T&M Daily Summary Sheets. All documentation of incurred costs (“T&M Daily Summary Sheets”) shall be submitted by Contractor within three (3) Days of incurring the cost for labor, material, equipment, and special services as Additional Work is performed. Contractor’s actual costs shall be presented in a summary table in an electronic spreadsheet file by labor, material, equipment, and special services. Each T&M Daily Summary -84- GENERAL CONDITIONS 45635.01000\31182317.1 Sheet shall include Contractor’s actual costs incurred for the Additional Work performed that day and a cumulative total of Contractor’s actual costs incurred for the Additional Work. Contractor’s failure to provide a T&M Daily Summary Sheet showing a total cost summary within three (3) Days but within five (5) Days of performance of the Work will result in the Contractor’s otherwise allowable overhead and profit being reduced by 50% for that portion of Additional Work which was not documented in a timely manner. Contractor’s failure to submit the T&M Daily Summary Sheet within five (5) Days of performance of the Work will result in a total waiver of Contractor’s right to claim these costs. iii. T&M Total Cost Summary Sheet. Contractor shall submit a T&M Total Cost Summary Sheet, which shall include total actual costs, within seven (7) Days following completion of City approved Additional Work. Contractor’s total actual cost shall be presented in a summary table in an electronic spreadsheet file by labor, material, equipment, and special services. Contractor’s failure to submit the T&M Total Cost Summary Sheet within seven (7) Days of completion of the Additional Work will result in Contractor’s waiver for any reimbursement of any costs associated with the T&M Summary Sheets or the performance of the Additional Work. c. Labor. The Contractor will be paid the cost of labor for the workers used in the actual and direct performance of the Work. The cost of labor will be the sum of the actual wages paid (which shall include any employer payments to or on behalf of the workers for health and welfare, pension, vacation, and similar purposes) substantiated by timesheets and certified payroll for wages prevailing for each craft or type of workers performing the Additional Work at the time the Additional Work is done, and the labor surcharge set forth in the Department of Transportation publication entitled Labor Surcharge and Equipment Rental Rates, which is in effect on the date upon which the Work is accomplished and which is a part of the Contract. The labor surcharge shall constitute full compensation for all payments imposed by Federal, State, or local laws and for all other payments made to, or on behalf of, the workers, other than actual wages. i. Equipment Operator Exception. Labor costs for equipment operators and helpers shall be paid only when such costs are not included in the invoice for equipment rental. ii. Foreman Exception. The labor costs for foremen shall be proportioned to all of their assigned work and only that applicable to the Additional Work shall be paid. Indirect labor costs, including, without limitation, the superintendent, project manager, and other labor identified in the Contract Documents will be considered Overhead. d. Materials. The cost of materials reported shall be itemized at invoice or lowest current price at which materials are locally available and delivered to the Project site in the quantities involved, plus the cost of sales tax, freight, delivery, and storage. -85- GENERAL CONDITIONS 45635.01000\31182317.1 i. Trade discounts available to the purchaser shall be credited to the City notwithstanding the fact that such discounts may not have been taken by Contractor. ii. For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by the City’s Representative. iii. Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on Additional Work items or the current wholesale price for such materials delivered to the Project site, whichever price is lower. iv. If, in the opinion of the City’s Representative, the cost of materials is excessive, or Contractor does not furnish satisfactory evidence of the cost of such materials, then the cost shall be deemed to be the lowest current wholesale price for the total quantity concerned delivered to the Project site less trade discounts. v. The City reserves the right to furnish materials for the Additional Work and no Claim shall be allowed by Contractor for costs of such materials or Indirect Costs or profit on City furnished materials. e. Equipment. i. Rental Time. The rental time to be paid for equipment on the Project site shall be the time the equipment is in productive operation on the Additional Work being performed and, in addition, shall include the time required to move the equipment to the location of the Additional Work and return it to the original location or to another location requiring no more time than that required to return it to its original location; except that moving time will not be paid if the equipment is used on other than the Additional Work, even though located at the site of the Additional Work. (a) Rental Time Not Allowed. Rental time will not be allowed while equipment is inoperative due to breakdowns. (b) Computation Method. The following shall be used in computing the rental time of equipment on the Project site. (i) When hourly rates are paid, any part of an hour less than 30 minutes of operation shall be considered to be 1/2-hour of operation, and any part of an hour in excess of 30 minutes will be considered one hour of operation. (ii) When daily rates are paid, any part of a day less than 4 hours operation shall be considered to be 1/2-day of operation, and any part of an hour in excess of 4 hours will be considered one day of operation. -86- GENERAL CONDITIONS 45635.01000\31182317.1 ii. Rental Rates. Contractor will be paid for the use of equipment at the lesser of (i) the actual rental rate, or (ii) the rental rate listed for that equipment in the California Department of Transportation publication entitled Labor Surcharge and Equipment Rental Rates, which is in effect on the date upon which the Contract was executed. Such rental rates will be used to compute payments for equipment whether the equipment is under Contractor’s control through direct ownership, leasing, renting, or another method of acquisition. The rental rate to be applied for use of each item of equipment shall be the rate (i.e., daily, monthly) resulting in the least total cost to the City for the total period of use. If it is deemed necessary by Contractor to use equipment not listed in the publication, an equitable rental rate for the equipment will be established by the City’s Representative. Contractor may furnish cost data which might assist the City’s Representative in the establishment of the rental rate. iii. Contractor-Owned Equipment. (a) For Contractor-owned equipment, the allowed equipment rental rate will be limited to the monthly equipment rental rate using a utilization rate of 173 hours per month. (b) For Contractor-owned equipment, the rental time to be paid for equipment on the Site shall be the time the equipment is in productive operation, unless, in the instance of standby time, the equipment could be actively used by Contractor on another project, then City shall pay for the entirety of the time the equipment is on Site. It shall be Contractor’s burden to demonstrate to the City that the equipment could be actively used on another project. iv. All equipment shall, in the opinion of the City’s Representative, be in good working condition and suitable for the purpose for which the equipment is to be used. v. Before construction equipment is used on the Additional W ork, Contractor shall plainly stencil or stamp an identifying number thereon at a conspicuous location, and shall furnish to the City’s Representative, in duplicate, a description of the equipment and its identifying number and the scheduled Additional Work activities planned. vi. Unless otherwise specified, manufacturer’s rating and manufacturer approved modifications shall be used to classify equipment for the determination of applicable rental rates. Equipment which has no direct power unit shall be powered by a unit of at least the minimum rating recommended by the manufacturer. f. Special Services. Special work or services are defined as that Additional Work characterized by extraordinary complexity, sophistication, or innovation or a combination of the foregoing attributes which are unique to the construction industry. -87- GENERAL CONDITIONS 45635.01000\31182317.1 i. Invoices for Special Services. When the City’s Representative and Contractor determine that a special service is required which cannot be performed by the forces of Contractor or those of any of its Subcontractors, the special service may be performed by an entity especially skilled in the Additional Work. Invoices for special services based upon the current fair market value thereof may be accepted without complete itemization of labor, material, and equipment rental costs, after validation of market values by the City’s Representative. ii. Discount and Allowance. All invoices for special services will be adjusted by deducting all trade discounts offered or available, whether the discounts were taken or not. In lieu of Overhead and Profit specified herein, a total allowance not to exceed fifteen percent (15%) for Overhead and Profit will be added to invoices for Special Services. iii. When the City determines, in its sole discretion, that competitive bidding is necessary for certain special services, Contractor shall solicit competitive bids for those special services. g. Excluded Costs. The term Time and Material shall not include any of the following costs or any other home or field office overhead costs, all of which are to be considered administrative costs covered by Contractor’s allowance for Overhead and Profit. i. Overhead Cost. Payroll costs and other compensation of Contractor’s officers, executives, principals, general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, timekeepers, clerks, and other personnel employed by Contractor whether at the Site or in Contractor’s principal office or any branch office, material yard, or shop for general administration of the Additional Work; ii. Office Expenses. Expenses of Contractor’s principal and branch offices; iii. Capital Expenses. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Additional Work and charges against Contractor for delinquent payments; iv. Negligence. Costs due to the negligence of Contractor or any Subcontractor or Supplier, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including without limitation the correction of Defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property; v. Other. Other overhead or general expense costs of any kind and the cost of any item not specifically and expressly included in the Contract Documents; vi. Small Tools. Cost of small tools valued at less than $1,000 and that remain the property of Contractor; -88- GENERAL CONDITIONS 45635.01000\31182317.1 vii. Administrative Costs. Costs associated with the preparation of Change Orders (whether or not ultimately authorized), cost estimates, or the preparation or filing of Claims; viii. Anticipated Lost Profits. Expenses of Contractor associated with anticipated lost profits or lost revenues, lost income or earnings, lost interest on earnings, or unpaid retention; ix. Home Office Overhead. Costs derived from the computation of a “home office overhead” rate by application of the Eichleay, Allegheny, burden fluctuation, or other similar methods; x. Special Consultants and Attorneys. Costs of special consultants or attorneys, whether or not in the direct employ of Contractor, employed for services specifically related to the resolution of a Claim, dispute, or other matter arising out of or relating to the performance of the Additional Work. h. Overhead, Profit and Other Charges. The mark-up for overhead (including supervision) and profit on work added to the Contract shall be according to the following: i. “Net Cost” is defined as consisting of costs of labor, materials, and tools and equipment only excluding overhead and profit. The costs of applicable insurance and bond premium will be reimbursed to the Contractor and subcontractors at cost only, without mark -up. Contractor shall provide City with documentation of the costs, including, but not limited to, payroll records, invoices, and such other information as City may reasonably request. ii. For Work performed by the Contractor’s forces, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work. iii. For Work performed by a subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the subcontractor’s Net Cost of the Work to which the Contractor may add five percent (5%) of the subcontractor’s Net Cost. iv. For Work performed by a sub-subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the sub-subcontractor’s Net Cost for Work to which the subcontractor and general contractor may each add an additional five percent (5%) of the Net Cost of the lower tier subcontractor. v. No additional mark-up will be allowed for lower tier subcontractors, and in no case shall the added cost for overhead and profit payable by City exceed twenty-five percent (25%) of the Net Cost as defined herein, of the party that performs the Work. 5. All of the following costs are included in the markups for overhead and profit described above, and Contractor shall not receive any additional compensation -89- GENERAL CONDITIONS 45635.01000\31182317.1 for: Submittals, drawings, field drawings, Shop Drawings, including submissions of drawings; field inspection; General Superintendence; General administration and preparation of cost proposals, schedule analysis, Change Orders, and other supporting documentation; computer services; reproduction services; Salaries of project engineer, superintendent, timekeeper, storekeeper, and secretaries; Janitorial services; Small tools, incidentals and consumables; Temporary On-Site facilities (Offices, Telephones, High Speed Internet Access, Plumbing, Electrical Power, Lighting; Platforms, Fencing, Water), Jobsite and Home office overhead or other expenses; vehicles and fuel used for work otherwise included in the Contract Documents; Surveying; Estimating; Protection of Work; Handling and disposal fees; Final Cleanup; Other Incidental Work; Related Warranties; insurance and bond premiums. 6. For added or deducted Work by subcontractors, the Contractor shall furnish to the City the subcontractor’s signed detailed record of the cost of labor, material and equipment, including the subcontractor markup for overhead and profit. The same requirement shall apply to sub-subcontractors 7. For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to the City a detailed record of the cost to the Contractor, signed by such vendor or supplier. 8. Any change in the Work involving both additions and deletions shall indicate a net total cost, including subcontracts and materials. Allowance for overhead and profit, as specified herein, shall be applied if the net total cost is an increase in the Contract Price; overhead and profit allowances shall not be applied if the net total cost is a deduction to the Contract Price. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was executed. 9. Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the Change Order for Work. No claims shall be allowed for impact, extended overhead costs, constructive acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify the City’s change order form in an attempt to reserve additional rights. 10. If the City disagrees with the proposal submitted by Contractor, it will notify the Contractor and the City will provide its opinion of the appropriate price and/or time extension. If the Contractor agrees with the City, a Change Order will be issued by the City. If no agreement can be reached, the City shall have the right to issue a unilateral Change Order setting forth its determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. Such determination shall become final and binding if the Contractor fails to submit a claim in writing to the City within fifteen (15) Days of the issuance of the unilateral Change Order, disputing the terms of the unilateral Change Order, and providing such supporting documentation for its position as the City may require. C. Change of Contract Times. 1. The Contract Times may only be changed by a Change Order. -90- GENERAL CONDITIONS 45635.01000\31182317.1 2. All changes in the Contract Price and/or adjustments to the Contract Times related to each change shall be included in Contractor’s COR pursuant to this Article. No cost or time will be allowed for cumulative effects of multiple changes. All Change Orders must state that the Contract Time is not changed or is either increased or decreased by a specific number of days. Failure to include a change to time shall waive any change to the time unless the parties mutually agree in writing to postpone a determination of the change to time resulting from the Change Order. 3. Notice of the amount of the request for adjustment in the Contract Times with supporting data shall be delivered within seven (7) Days after such start of occurrence, unless City’s Representative allows an additional period of time to ascertain more accurate data in support of the request. No extension of time or additional compensation shall be given for a delay if the Contractor failed to give notice in the manner and within the time prescribed. 4. City may elect, at City’s sole discretion, to grant an extension in Contract Times, without Contractor’s request, because of delays or other factors. 5. Use of Float and Critical Path. a. Float is for the benefit of the Project. Float shall not be considered for the exclusive use or benefit of either the City or the Contractor. b. Contractor shall not be entitled to compensation, and City will not compensate Contractor, for delays which impact early completion. Any difference in time between the Contractor’s early completion and the Contract Time shall be considered a part of the Project float. 6. Contractor’s entitlement to an extension of the Contract Times is limited to a City- caused extension of the critical path, reduced by the Contractor’s concurrent delays, and established by a proper time impact analysis. No time extension shall be allowed unless, and then only to the extent that, the City-caused delay extends the critical path beyond the previously approved Contract Time. If approved, the increase in time required to complete the Work shall be added to the Contract Time. a. Contractor shall not be entitled to an adjustment in the Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. b. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions (as determined by the City), Acts of God, acts or failures to act of utility owners not under the control of City, or other causes not the fault of and beyond control of City and Contractor, then Contractor shall be entitled to a time extension when the Work stopped is on the critical path. Such a non-compensable adjustment shall be Contractor’s sole and exclusive remedy for such delays. Contractor must submit a timely request in accordance with the requirements of this Article. c. Utility-Related Delays. -91- GENERAL CONDITIONS 45635.01000\31182317.1 i. Contractor shall immediately notify in writing the utility owner and City’s Representative of its construction schedule and any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. Requests for extensions of time arising out of utility relocation or repair delays shall be filed in accordance with this Article. ii. Contractor shall not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, as noted in the Contract Documents or by the Underground Service Alert survey. 7. Content for Requests for Contract Extension. Contractor’s justification for entitlement shall be clear and complete citing specific Contract Document references and reasons on which Contractor’s entitlement is based. At a minimum, each request for a time extension must include: a. Each request for an extension of Contract Time must identify the impacting event, in narrative form, providing a description of the delay event and sufficient justification as to why the Contractor is entitled to a time extension. Contractor must demonstrate that the delay arises from unforeseeable causes beyond the control and without the fault or negligence of both Contractor and any Subcontractors or Suppliers, or any other persons or organizations employed by any of them or for whose acts any of them may be liable, and that such causes in fact lead to performance or completion of the Work, or specified part in question, beyond the corresponding Contract Times, despite Contractor’s reasonable and diligent actions to guard against those effects. b. Each request for an extension of Contract Time must include a time impact analysis in CPM format, using the Contemporaneous Impacted As-Planned Schedule Analysis to calculate the impact of the delay event. 8. No Damages for Reasonable Delay. a. City’s liability to Contractor for delays for which City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs. b. Damages caused by unreasonable City delay that impact the critical path, including delays caused by items that are the responsibility of the City pursuant to Government Code section 4215, shall be compensated at the Daily Rate established in the Special Conditions. No other calculations, proportions or formulas shall be used to calculate any delay damages. c. City and City’s Representative, and the officers, members, partners, employees, agents, consultants, or subcontractors of each of them, shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) -92- GENERAL CONDITIONS 45635.01000\31182317.1 sustained by Contractor on or in connection with any other project or anticipated project. 9. Contractor’s failure, neglect, or refusal to comply with the requirements of the Contract Documents, or any portion thereof, shall bar Contractor’s request for extensions of the Contract Times. Such failure, neglect, or refusal prejudices City’s and City’s Representative’s ability to recognize and mitigate delay, and such failure, neglect, or refusal prevent the timely analysis of requests for extensions of Contract Times, and whether such extensions may be warranted. Contractor hereby waives all rights to extensions of Contract Times due to delays or accelerations that result from or occur during periods of time for which Contractor fails, neglects, or refuses to fully comply with the requirements of this Article. ARTICLE 45. FINAL ACCEPTANCE AND PAYMENT A. The acceptance of the Work on behalf of the City will be made by the Engineer. Such acceptance by the City shall not constitute a waiver of defects. When the Work has been accepted there shall be paid to Contractor a sum equal to the contract price less any amounts previously paid Contractor and less any amounts withheld by the City from Contractor under the terms of the contract. The final five percent (5%), or the percentage specified in the notice inviting bids where the City has adopted a finding of substantially complete, shall not become due and payable until five (5) calendar days shall have elapsed after the expiration of the period within which all claims may be filed under the provisions of Civil Code section 9356. If the Contractor has placed securities with the City as described herein, the Contractor shall be paid a sum equal to one hundred percent (100%) of the contract price less any amounts due the City under the terms of the Contract. B. Unless Contractor advises the City in writing prior to acceptance of the final five percent (5%) or the percentage specified in the notice inviting bids where the City has adopted a finding of substantially complete, or the return of securities held as described herein, said acceptance shall operate as a release to the City of all claims and all liability to Contractor for all things done or furnished in connection with this work and for every act of negligence of the City and for all other claims relating to or arising out of this work. If Contractor advises the City in writing prior to acceptance of final payment or return of the securities that there is a dispute regarding the amount due the Contractor, the City may pay the undisputed amount contingent upon the Contractor furnishing a release of all undisputed claims against the City with the disputed claims in stated amounts being specifically excluded by Contractor from the operation of the release. No payments, however, final or otherwise, shall operate to release Contractor or its sureties from the Faithful Performance Bond, Labor and Material Payment Bond, or from any other obligation under this contract. C. In case of suspension of the contract any unpaid balance shall be and become the sole and absolute property of the City to the extent necessary to repay the City any excess in the cost of the Work above the contract price. D. Final payment shall be made no later than 60 days after the date of acceptance of the Work by the City or the date of occupation, beneficial use and enjoyment of the Work by the City including any operation only for testing, start-up or commissioning accompanied by cessation of labor on the Work, provided that a release of liens and -93- GENERAL CONDITIONS 45635.01000\31182317.1 claims has been received from the Contractor pursuant to Civil Code section 8136. In the event of a dispute between the City and the Contractor, the City may withhold from the final payment an amount not to exceed 150% of the disputed amount. E. Within ten (10) calendar days from the time that all or any portion of the retention proceeds are received by Contractor, Contractor shall pay each of its subcontractors from whom retention has been withheld each subcontractor’s share of the retention received. However, if a retention payment received by Contractor is specifically designated for a particular subcontractor, payment of the retention shall be made to the designated subcontractor if the payment is consistent with the terms of the subcontract. ARTICLE 46. OCCUPANCY The City reserves the right to occupy or utilize any portion of the Work at any time before completion, and such occupancy or use shall not constitute acceptance of any part of Work covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract. ARTICLE 47. INDEMNIFICATION To the fullest extent permitted by law, Contractor shall immediately defend (with counsel of the City’s choosing), indemnify and hold harmless the City, officials, officers, agents, employees, and representatives, and each of them from and against: A. Any and all claims, demands, causes of action, costs, expenses, injuries, losses or liabilities, in law or in equity, of every kind or nature whatsoever, but not limited to, injury to or death, including wrongful death, of any person, and damages to or destruction of property of any person, arising out of, related to, or in any manner directly or indirectly connected with the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorney’s fees and other related costs and expenses, however caused, regardless of whether the allegations are false, fraudulent, or groundless, and regardless of any negligence of the City or its officers, employees, or authorized volunteers (including passive negligence), except the sole negligence or willful misconduct or active negligence of the City or its officials, officers, employees, or authorized volunteers. B. Contractor’s defense and indemnity obligation herein includes, but is not limited to damages, fines, penalties, attorney’s fees and costs arising from claims under the Americans with Disabilities Act (ADA) or other federal or state disability access or discrimination laws arising from Contractor’s Work during the course of construction of the improvements or after the Work is complete, as the result of defects or negligence in Contractor’s construction of the improvements. C. Any and all actions, proceedings, damages, costs, expenses, fines, penalties or liabilities, in law or equity, of every kind or nature whatsoever, arising out of, resulting from, or on account of the violation of any governmental law or regulation, compliance with which is the responsibility of Contractor; -94- GENERAL CONDITIONS 45635.01000\31182317.1 D. Any and all losses, expenses, damages (including damages to the Work itself), attorney’s fees, and other costs, including all costs of defense which any of them may incur with respect to the failure, neglect, or refusal of Contractor to faithfully perform the Work and all of Contractor’s obligations under the agreement. Such costs, expenses, and damages shall include all costs, including attorney’s fees, incurred by the indemnified parties in any lawsuit to which they are a party. Contractor shall immediately defend, at Contractor’s own cost, expense and risk, with the City Council’s choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against the City, its officials, officers, agents, employees and representatives. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against the City, its officials, officers, employees, agents, employees and representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse the City, its officials, officers, agents, employees and representatives for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code section 2782. ARTICLE 48. PROCEDURE FOR RESOLVING DISPUTES Contractor shall timely comply with all notices and requests for changes to the Contract Time or Contract Price, including but not limited to all requirements of Article 44, Changes and Extra Work, as a prerequisite to filing any claim governed by this Article. The failure to timely submit a notice of delay or notice of change, or to timely request a change to the Contract Price or Contract Time, or to timely provide any other notice or request required herein shall constitute a waiver of the right to further pursue the claim under the Contract or at law. A. Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Article is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Article shall be construed to be consistent with said statutes. B. Claims. For purposes of this Article, “Claim” means a separate demand by the Contractor, after a change order duly requested in accordance with Article 44 “Changes and Extra Work” has been denied by the City, 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, or (C) an amount the payment of which is disputed by the City. Claims governed by this Article may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the procedures contained in Article 44, Changes and Extra Work, and Contractor’s request for a change has been denied in whole or in part. Claims governed by this Article must be filed no later than the date of final payment. The claim shall be submitted in writing to the City and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing herein is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for -95- GENERAL CONDITIONS 45635.01000\31182317.1 extra Work, disputed Work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon. C. Supporting Documentation. The Contractor shall submit all claims in the following format: 1. Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made 2. List of documents relating to claim: a. Specifications b. Drawings c. Clarifications (Requests for Information) d. Schedules e. Other 3. Chronology of events and correspondence 4. Analysis of claim merit 5. Analysis of claim cost 6. Time impact analysis in CPM format 7. If Contractor’s claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the Project, Contractor shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions. D. City’s Response. Upon receipt of a claim pursuant to this Article, City shall conduct a reasonable review of the claim and, within a period not to exceed 45 Days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 Days after the City issues its written statement. 1. If the City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the City’s 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 City shall have up to three Days following the next duly publicly noticed meeting of the City’s governing body after the 45-Day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion. -96- GENERAL CONDITIONS 45635.01000\31182317.1 2. Within 30 Days of receipt of a claim, the City may request in writing additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor. The City’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 Days (if the claim is less than $15,000, within 15 Days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater. E. Meet and Confer. If the Contractor disputes the City’s written response, or the City fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 Days of receipt of the City’s response or within 15 Days of the City’s failure to respond within the time prescribed, respectively, and demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, the City shall schedule a meet and confer conference within 30 Days for settlement of the dispute. F. Mediation. 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 City shall provide the Contractor 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 City 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 City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business Days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time. 1. 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. 2. 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. 3. Unless otherwise agreed to by the City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced. 4. The mediation shall be held no earlier than the date the Contractor completes the Work or the date that the Contractor last performs Work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed. -97- GENERAL CONDITIONS 45635.01000\31182317.1 G. Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to 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 prior to initiating litigation. 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 Contractor submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference. H. Civil Actions. The following procedures are established for all civil actions filed to resolve claims of $375,000 or less: 1. 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 or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of this Contract. 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. 2. 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 1114.11 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 this subdivision consistent with the rules pertaining to judicial arbitration. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party. I. Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra Work, disputed Work, construction claims and/or changed conditions, the Contractor must comply with the claim procedures set forth in Government Code Sections 900, et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra Work, disputed Work, construction claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not satisfied, no action against the City may be filed. A Government Code claim must be filed no earlier than the date the Work is completed or the date the Contractor last performs Work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted. -98- GENERAL CONDITIONS 45635.01000\31182317.1 J. Non-Waiver. The City’s failure to respond to a claim from the Contractor within the time periods described in this Article or to otherwise meet the time requirements of this Article shall result in the claim being deemed rejected in its entirety. ARTICLE 49. CITY’S RIGHT TO TERMINATE CONTRACT A. Termination for Cause by the City: 1. In the sole estimation of the City, if the Contractor refuses or fails to prosecute the Work or any separable part thereof with such diligence as will insure its completion within the time specified by the Contract Documents, or any extension thereof, or fails to complete such Work within such time, or if the Contractor should be adjudged a bankrupt, or if it should make a general assignment for the benefit of its creditors, or if a receiver should be appointed on account of its insolvency, or the Contractor or any of its subcontractors should violate any of the provisions of this Contract, the City may serve written notice upon the Contractor and its Surety of the City's intention to terminate this Contract. This notice of intent to terminate shall contain the reasons for such intention to terminate this Contract, and a statement to the effect that the Contractor's right to perform this Contract shall cease and terminate upon the expiration of ten (10) calendar days unless such violations have ceased and arrangements satisfactory to the City have been made for correction of said violations. 2. In the event that the City serves such written notice of termination upon the Contractor and the Surety, the Surety shall have the right to take over and perform the Contract. If the Surety does not: (1) give the City written notice of Surety's intention to take over and commence performance of the Contract within 15 calendar days of the City's service of said notice of intent to terminate upon Surety; and (2) actually commence performance of the Contract within 30 calendar days of the City's service of said notice upon Surety; then the City may take over the Work and prosecute the same to completion by separate contract or by any other method it may deem advisable for the account and at the expense of the Contractor. 3. In the event that the City elects to obtain an alternative performance of the Contract as specified above: (1) the City may, without liability for so doing, take possession of and utilize in completion of the Work such materials, appliances, plants and other property belonging to the Contractor that are on the site and reasonably necessary for such completion (A special lien to secure the claims of the City in the event of such suspension is hereby created against any property of Contractor taken into the possession of the City under the terms hereof and such lien may be enforced by sale of such property under the direction of the City Council without notice to Contractor. The proceeds of the sale after deducting all expenses thereof and connected therewith shall be credited to Contractor. If the net credits shall be in excess of the claims of the City against Contractor, the balance will be paid to Contractor or Contractor’s legal representatives.); and (2) Surety shall be liable to the City for any cost or other damage to the City necessitated by the City securing an alternate performance pursuant to this Article. B. Termination for Convenience by the City: -99- GENERAL CONDITIONS 45635.01000\31182317.1 1. The City may terminate performance of the Work called for by the Contract Documents in whole or, from time to time, in part, if the City determines that a termination is in the City's interest. 2. The Contractor shall terminate all or any part of the Work upon delivery to the Contractor of a Notice of Termination specifying that the termination is for the convenience of the City, the extent of termination, and the Effective Date of such termination. 3. After receipt of Notice of Termination, and except as directed by the City's Representative, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this Termination for Convenience clause, immediately proceed with the following obligations: a. Stop Work as specified in the Notice. b. Complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents. c. Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the Contract Document is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety. d. Terminate all subcontracts to the extent that they relate to the portions of the Work terminated. e. Place no further subcontracts or orders, except as necessary to complete t he continued portion of the Contract. f. Submit to the City's Representative, within ten (10) calendar days from the Effective Date of the Notice of Termination, all of the usual documentation called for by the Contract Documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the Effective Date of the Notice of Termination. Any documentation substantiating costs incurred by the Contractor solely as a result of the City's exercise of its right to terminate this Contract pursuant to this clause, which costs the contractor is authorized under the Contract documents to incur, shall: (1) be submitted to and received by the Engineer no later than 30 calendar days after the Effective Date of the Notice of Termination; (2) describe the costs incurred with particularity; and (3) be conspicuously identified as “Termination Costs occasioned by the City's Termination for Convenience.” 4. Termination of the Contract shall not relieve Surety of its obligation for any just claims arising out of or relating to the Work performed. 5. In the event that the City exercises its right to terminate this Contract pursuant to this clause, the City shall pay the Contractor, upon the Contractor's submission of the documentation required by this clause and other applicable provisions of the Contract Documents, the following amounts: -100- GENERAL CONDITIONS 45635.01000\31182317.1 a. All actual reimbursable costs incurred according to the provisions of this Contract. b. A reasonable allowance for profit on the cost of the Work performed, provided Contractor establishes to the satisfaction of the City's Representative that it is reasonably probable that Contractor would have made a profit had the Contract been completed and provided further, that the profit allowed shall in no event exceed fifteen (15%) percent of the costs. c. A reasonable allowance for Contractor's administrative costs in determining the amount payable due to termination of the Contract under this Article. C. Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, the City may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of the City or the Contract is terminated. ARTICLE 50. WARRANTY AND GUARANTEE OF WORK A. Contractor hereby warrants that materials and Work shall be completed in conformance with the Contract Documents and that the materials and Work provided will fulfill the requirements of this Warranty. Contractor hereby agrees to repair or replace, at the discretion of the City, any or all Work that may prove to be defective in its workmanship, materials furnished, methods of installation or fail to conform to the Contract Document requirements together with any other Work which may be damaged or displaced by such defect(s) within a period of one (1) year from the date of the Notice of Completion of the Project without any expense whatever to the City, ordinary wear and tear and unusual abuse and neglect excepted. Contractor shall be required to promptly repair or replace defective equipment or materials, at Contractor’s option. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. B. For any Work so corrected, Contractor’s obligation hereunder to correct defective Work shall be reinstated for an additional one (1) year period, commencing with the date of acceptance of such corrected Work. The reinstatement of the one (1) year warranty shall apply only to that portion of work that was corrected. Contractor shall perform such tests as City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Contract. In the event of Contractor’s failure to comply with the above- mentioned conditions within ten (10) calendar days after being notified in writing of required repairs, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming Work and any work damaged by such work or the replacement or correction thereof at Contractor’s sole expense. Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder immediately upon demand. C. In addition to the warranty set forth in this Article, Contractor shall obtain for City all warranties that would be given in normal commercial practice and assign to City any and all manufacturer’s or installer’s warranties for equipment or materials not -101- GENERAL CONDITIONS 45635.01000\31182317.1 manufactured by Contractor and provided as part of the Work, to the extent that such third-party warranties are assignable and extend beyond the warranty period set forth in this Article. Contractor shall furnish the City with all warranty and guarantee documents prior to final Acceptance of the Project by the City as required. D. When specifically indicated in the Contract Documents or when directed by the Engineer, the City may furnish materials or products to the Contractor for installation. In the event any act or failure to act by Contractor shall cause a warranty applicable to any materials or products purchased by the City for installation by the Contractor to be voided or reduced, Contractor shall indemnify City from and against any cost, expense, or other liability arising therefrom, and shall be responsible to the City for the cost of any repairs, replacement or other costs that would have been covered by the warranty but for such act or failure to act by Contractor. E. The Contractor shall remedy at its expense any damage to City-owned or controlled real or personal property. F. The City shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. The Contractor shall within ten (10) calendar days after being notified commence and perform with due diligence all necessary Work. If the Contractor fails to promptly remedy any defect, or damage; the City shall have the right to replace, repair or otherwise remedy the defect, or damage at the Contractor’s expense. G. In the event of any emergency constituting an immediate hazard to health, safety, property, or licensees, when caused by Work of the Contractor not in accordance with the Contract requirements, the City may undertake at Contractor’s expense, and without prior notice, all Work necessary to correct such condition. H. Acceptance of Defective Work. 1. If, instead of requiring correction or removal and replacement of Defective Work, the City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to City’s evaluation of and determination to accept such Defective Work and for the diminished value of the Work. 2. If any acceptance of defective work occurs prior to release of the Project Retention, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work and all costs incurred by City. 3. If the Project Retention is held in an escrow account as permitted by the Contract Documents, Contractor will promptly alert the escrow holder, in writing, of the amount of Retention to be paid to City. 4. If the acceptance of Defective Work occurs after release of the Project Retention, an appropriate amount will be paid by Contractor to City. -102- GENERAL CONDITIONS 45635.01000\31182317.1 I. City May Correct Defective Work. 1. If Contractor fails within a reasonable time after written notice from City’s Representative to correct Defective Work, or to remove and replace rejected Work as required by City, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) Days’ written notice to Contractor, correct, or remedy any such deficiency. 2. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, take possession of Contractor’s tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City and City’s Representative, and the agents, employees, other contractors, and consultants of each of them, access to the Site to enable City to exercise the rights and remedies to correct the Defective Work. 3. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by City correcting the Defective Work will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions into the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. 4. Such claims, costs, losses and damages will include, but not be limited to, all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Defective Work. 5. If the Change Order is executed after all payments under the Contract have been paid by City and the Project Retention is held in an escrow account as permitted by the Contract Documents, Contractor will promptly alert the escrow holder, in writing, of the amount of Retention to be paid to City. 6. If the Change Order is executed after release of the Project Retention, an appropriate amount will be paid by Contractor to City. 7. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to City correcting Defective work. J. Nothing in the Warranty or in the Contract Documents shall be construed to limit the rights and remedies available to City at law or in equity, including, but not limited to, Code of Civil Procedure section 337.15. ARTICLE 51. DOCUMENT RETENTION & EXAMINATION A. In accordance with Government Code section 8546.7, records of both the City and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment. -103- GENERAL CONDITIONS 45635.01000\31182317.1 B. Contractor shall make available to the City any of the Contractor’s other documents related to the Project immediately upon request of the City. C. In addition to the State Auditor rights above, the City shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to the City, for a period of four (4) years after final payment. ARTICLE 52. SEPARATE CONTRACTS A. The City reserves the right to let other contracts in connection with this Work or on the Project site. Contractor shall permit other contractors reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs. B. To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Engineer any problems with the Work in place or discrepancies with the Contract Documents. C. Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by the City in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at site of the Project. Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any contract for the Project is likely to cause interference with performance of some other contract or contracts, the Engineer shall decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. The City shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project site. ARTICLE 53. NOTICE AND SERVICE THEREOF All notices shall be in writing and either served by personal delivery or mailed to the other party as designated in the Bid Forms. Written notice to the Contractor shall be addressed to Contractor’s principal place of business unless Contractor designates another address in writing for service of notice. Notice to City shall be addressed to the City as designated in the Notice Inviting Bids unless City designates another address in writing for service of notice. Notice shall be effective upon receipt or five (5) calendar days after being sent by first class mail, whichever is earlier. Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party. ARTICLE 54. NOTICE OF THIRD PARTY CLAIMS Pursuant to Public Contract Code section 9201, the City shall provide the Contractor with timely notification of the receipt of any third-party claims relating to the Contract. The City is entitled to recover reasonable costs incurred in providing such notification. -104- GENERAL CONDITIONS 45635.01000\31182317.1 ARTICLE 55. STATE LICENSE BOARD NOTICE Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826. ARTICLE 56. INTEGRATION A. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents. B. Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of the City and Contractor. ARTICLE 57. ASSIGNMENT OF CONTRACT Contractor shall not assign, transfer, convey, sublet or otherwise dispose of the rights or title of interest of any or all of this contract without the prior written consent of the City. Any assignment or change of Contractor’s name of legal entity without the written consent of the City shall be void. Any assignment of money due or to become due under this Contract shall be subject to a prior lien for services rendered or Material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such Materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure or the Government Code. ARTICLE 58. CHANGE IN NAME AND NATURE OF CONTRACTOR’S LEGAL ENTITY Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify the City in order that proper steps may be taken to have the change reflected on the Contract and all related documents. No change of Contractor’s name or nature will affect City’s rights under the Contract, including but not limited to the bonds. ARTICLE 59. ASSIGNMENT OF ANTITRUST ACTIONS Pursuant to Public Contract Code section 7103.5, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 USC, Section 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 the purchase of goods, services, or materials pursuant to this contract or any subcontract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the parties. -105- GENERAL CONDITIONS 45635.01000\31182317.1 ARTICLE 60. PROHIBITED INTERESTS No City official or representative who is authorized in such capacity and on behalf of the City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract. ARTICLE 61. CONTROLLING LAW Notwithstanding any subcontract or other contract with any subcontractor, supplier, or other person or organization performing any part of the Work, this Contract shall be governed b y the law of the State of California excluding any choice of law provisions. ARTICLE 62. JURISDICTION; VENUE Contractor and any subcontractor, supplier, or other person or organization performing any part of the Work agrees that any action or suits at law or in equity arising out of or related to the bidding, award, or performance of the Work shall be maintained in the Superior Court of Los Angeles County, California, and expressly consent to the jurisdiction of said court, regardless of residence or domicile, and agree that said court shall be a proper venue for any such action. ARTICLE 63. LAWS AND REGULATIONS A. Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on conduct of work as indicated and specified. If Contractor observes that drawings and specifications are at variance therewith, it shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided for in this Contract for changes in work. If Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Engineer, it shall bear all costs arising therefrom. B. Contractor shall be responsible for familiarity with the Americans with Disabilities Act (“ADA”) (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA regulations. ARTICLE 64. PATENTS Contractor shall hold and save the City, officials, officers, employees, and a uthorized volunteers harmless from liability of any nature or kind of claim therefrom including costs and expenses for or on account of any patented or unpatented invention, article or appliance manufactured, furnished or used by Contractor in the performance of this contract. ARTICLE 65. OWNERSHIP OF CONTRACT DOCUMENTS All Contract Documents furnished by the City are City property. They are not to be us ed by Contractor or any subcontractor on other work nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to the City on request at completion of the Work. -106- GENERAL CONDITIONS 45635.01000\31182317.1 ARTICLE 66. NOTICE OF TAXABLE POSSESSORY INTEREST In accordance with Revenue and Taxation Code section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible. ARTICLE 67. SURVIVAL OF OBLIGATIONS All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. END OF GENERAL CONDITIONS 107 SPECIAL CONDITIONS 45635.01000\31182317.1 SPECIAL CONDITIONS 1.1 Engineer of Record. A. For purposes of this Project, the Engineer of Record or Engineer shall be Robert Delgadillo, PE. 1.2 Location of the Project. A. The Project is located on various street and intersections within the City of Azusa. B. The general location of the Project is shown on the Improvement Plan. 1.3 Shared Cost Savings for Reductions in Contract Price; Value Engineering. NOT USED. 1.4 Status of the Project Area and Rights-of-Way. A. City, at its expense, will provide all rights-of-way or permits, or both, covering the crossing of private property and public and private rights-of-way necessary for the permanent Work; provided, however, Contractor shall, at its expense, obtain any bonds or insurance policies or pay any fees and enter into any agreements required by a controlling authority, e.g., Caltrans or Union Pacific Railroad Company, before Contractor enters upon any property or right-of-way under the jurisdiction of any such controlling authority for the purpose of performing Work. B. City has acquired or is negotiating to acquire any rights-of-way, or both, necessary for the permanent Work. C. If such permits are required, all operations of Contractor shall conform to the restrictions, regulations, and requirements set forth in said permits, copies of which will be included in the Contract Documents. D. Contractor may be required, as a condition for receiving final payment, to obtain, and provide City’s Representative with copies of, executed damage releases from the owners of public and private property whose property has been damaged by the Work. The damage releases will be on a form provided by City. E. Contractor shall, also, as a condition for receiving final payment, obtain, and provide City’s Representative with copies of, executed damage releases from the owners of certain public and private property or areas which have been crossed by the Work or otherwise affected by the Work. The damage releases will be on a form provided by City. 1.5 Site Data. A. The data provided herein is for the information of Contractor and is subject to all limitations and conditions set forth in the Contract Documents. B. Subsurface Exploration Data. The following data are included in the Project Manual: 1. 108 SPECIAL CONDITIONS 45635.01000\31182317.1 C. Other Site Data. The following data are available for inspection at City’s office: 1. Copies of these reports, drawings and other materials may be examined at City’s office during regular business hours. 1.6 Pre-Purchased or Pre-Negotiated Material. NOT USED. 1.7 Designation of City’s Representative. A. Unless otherwise modified by City, the City’s Representative shall be Robert Delgadillo, Director of Public Works, rdelgadillo@AzusaCA.gov; (626) 812-5248. 1.8 Modification of Hours of Work. Working hours for this project are between 7:00 A.M. and 5:00 P.M. - Monday through Friday, excluding legal holidays and weekends. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above. Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Director of Public Works / City Engineer, and may be responsible for additional inspection fees. 1.9 Project Retention In accordance with Public Contract Code § 7201, City will withhold 5% of each progress payment as retention on the Project. 1.10 RESERVED. 1.11 Liquidated Damages Due to Contractor Delay. A. Time is of the essence. Should Contractor fail to complete all or any part of the Work within the time specified in the Contract Documents, City will suffer damage, the amount of which is difficult, if not impossible, to ascertain and, pursuant to the authority of Government Code section 53069.85, City shall therefore be entitled to $300 per Day as liquidated damages for each Day or part thereof that actual completion extends beyond the time specified. B. Liquidated damages may be deducted from progress payments due Contractor, Project retention or may be collected directly from Contractor, or from Contractor's surety. These provisions for liquidated damages shall not prevent City, in case of Contractor's default, from terminating the Contractor. 1.12 Utility Outages – Notices to Residents. A. Should Contractor’s operations require interruption of any utility service, Contractor shall notify City at least ten (10) Days prior to the scheduled outage. Contractor will notify all impacted residents on a form provided by City at least seven (7) Days prior to the scheduled outage. 109 SPECIAL CONDITIONS 45635.01000\31182317.1 B. Contractor shall be responsible for providing, at its cost, any temporary utility or facilities necessitated by the utility outage. 1.13 Schedule Constraints. NOT USED. 1.14 Noise Restrictions A. Contractor shall use only such equipment on the Work and in such state of repair so that the emission of sound therefrom is within the noise tolerance level of that equipment as established by Cal/OSHA. B. Contractor shall comply with the most restrictive of the following: (1) local sound control and noise level rules, regulations and ordinances and (2) the requirements contained in these Contract Documents, including hours of operation requirements. C. No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer. Should any muffler or other control device sustain damage or be determined to be ineffective or defective, the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired or replaced. Said noise and vibration level requirements shall apply to all equipment on the job or related to the job, including but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the Contractor. 1.15 Safety Programs. [NOT USED. 1.16 Coordination with Other Contractors. NOT USED. END OF SPECIAL CONDITIONS 110 GENERAL REQUIREMENTS 45635.01000\31182317.1 GENERAL REQUIREMENTS PART 1 -- GENERAL 1.1 NONE PART 2 -- EXECUTION 2.1 LAYOUT OF WORK AND QUANTITY SURVEYS General. The Contractor shall utilize a properly licensed surveyor to perform all layout surveys required for the control and completion of the Work, and all necessary surveys to compute quantities of Work performed. City and/or the Engineer of Record has established primary control to be used by the Contractor for establishing lines and grades required for the Work. Primary control consists of benchmarks and horizontal control points in the vicinity of the Work. A listing and identification of the primary control is provided on the Drawings. Before beginning any layout work or construction activity, the Contractor shall check and verify primary control, and shall advise the City Representative of any discrepancies. Quantity surveys. The Contractor shall perform such surveys and computations as are necessary to determine quantities of Work performed or placed during each progress payment period, and shall perform all surveys necessary for the City Representative to determine final quantities of Work in place. The City Representative will determine final quantities based upon the survey data provided by the Contractor, and the design lines and grades. If requested by the City Representative, the Contractor shall provide an electronic copy of data used for quantity computations. All surveys performed for measurement of final quantities of Work and material sh all be subject to approval of City’s Representative. Unless waived by City’s Representative in each specific case, quantity surveys made by the Contractor shall be made in the presence of City’s Representative. Surveying 1. Accuracy. Degree of accuracy shall be an order high enough to satisfy tolerances specified for the Work and the following: (a) Right-of-way and alignment of tangents and curves shall be within 0.1 foot. (b) Structure points shall be set within 0.01 foot, except where operational function of the special features or installation of metalwork and equipment require closer tolerances. When formwork has been placed and is ready for concrete, the Contractor shall check the formwork for conformance with the drawings and to ensure that the forms are sufficiently within the tolerance limits for the completed work. 111 GENERAL REQUIREMENTS 45635.01000\31182317.1 (c) Cross-section points shall be located within 0.1 foot, horizontally and vertically. (d) Aerial Mapping shall meet National Mapping Standards for 2-foot contour intervals. Records. Survey data shall be recorded in accordance with recognized professional surveying standards. Original field notes, computations, and other surveying data shall be recorded on electronic data collectors or in standard field books and must be of sufficient quality to enable the Contractor to prepare accurate record drawings as required by the Contract Documents. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required for surveys for the layout of work and quantity surveys shall be included in the Schedule of Pay Items for items of work requiring the surveys. No additional compensation shall be made to the Contractor for this Work. 2.2 SCHEDULE Estimated Schedule. Prior to the issuance of the Notice to Proceed, Contractor shall prepare a Project schedule and shall submit this to the Engineer for Approval. The receipt or Approval of any schedules by the Engineer or the City shall not in any way relieve the Contractor of its obligations under the Contract Documents. The Contractor is fully responsible to determine and provide for any and all staffing and resources at levels which allow for good quality and timely completion of the Project. Contractor’s failure to incorporate all elements of Work required for the performance of the Contract or any inaccuracy in the schedule shall not excuse the Contractor from performing all Work required for a completed Project within the specified Contract time period. If the required schedule is not received by the time the first payment under the Contract is due, Contractor shall not be paid until the schedule is received, reviewed and accepted by the Engineer. Schedule Contents. The schedule shall indicate the beginning and completion dates of all phases of construction; critical path for all critical, sequential time related activities; and “float time” for all “slack” or “gaps” in the non-critical activities. The schedule shall clearly identify all staffing and other resources which in the Contractor’s judgment are needed to complete the Project within the time specified for completion. The overall Project Schedule duration shall be within the Contract time. Schedule Updates. Contractor shall continuously update its construction schedule. Contractor shall submit an updated and accurate construction schedule to the Engineer monthly when requested to do so by Engineer. Contractor shall also submit schedules showing a three week detailed look-ahead at bi-weekly meetings conducted with the City. The Engineer may withhold progress payments or other amounts due under the Contract Documents if Contractor fails to submit an updated and accurate construction schedule. 2.3 TEMPORARY FIELD OFFICE NOT USED. 2.4 PROTECTION OF WORK AND PROPERTY All traffic detector loops, fences, walls, culverts, property line monuments, or other obstructions (except property line monuments within five (5) feet of the centerline of 112 GENERAL REQUIREMENTS 45635.01000\31182317.1 the mains) which are removed, damaged, or destroyed in the course of the Work, shall be replaced or repaired to the original condition. If Contractor provides the City with reasonable notice of the need for such repair or replacement, it shall be performed by the City. If the Contractor fails to provide the City with reasonable notice, the repair or replacement shall be performed by and at the expense of the Contractor to the satisfaction of the City, whether or not those obstructions have been shown on the Plans, unless otherwise stated herein. It is then the Contractor’s responsibility to employ at its expense a Licensed Land Surveyor to restore all property line monuments located more than five (5) feet from the centerline of the mains, which are destroyed or obliterated. Property line monuments located within five (5) feet of the centerline of the mains will be replaced by the City at no expense to the Contractor, provided the City is notified at least 48 hours before the property line monumen ts are damaged. Contractor shall provide such heat, covering, and enclosures as are necessary to protect all Work, materials, equipment, appliances, and tools against damage by weather conditions. Contractor shall take adequate precautions to protect existing sidewalks, curbs, pavements, utilities, and other adjoining property and structures, and to avoid damage thereto, and Contractor shall repair any damage thereto caused by the Work operations. Contractor shall: 1. Enclose the working area with a substantial barricade, and arrange work to cause minimum amount of inconvenience and danger to the public. 2. Provide substantial barricades around any shrubs or trees indicated to be preserved. 3. Deliver materials to the Project site over a route designated by the Engineer. 4. Provide any and all dust control required and follow the Applicable air quality regulations as appropriate. If the Contractor does not comply, the City shall have the immediate authority to provide dust control and deduct the cost from payments to the Contractor. 5. Confine Contractor’s apparatus, the storage of materials, and the operations of its workers to limits required by law, ordinances, permits, or directions of the Engineer. Contractor shall not unreasonably encumber the Project site with its materials. 6. Take care to prevent disturbing or covering any survey markers, monuments, or other devices marking property boundaries or corners. If such markers are disturbed by accident, they shall be replaced by a civil engineer or land surveyor acceptable to the City, at no cost to the City. 7. Ensure that existing facilities, fences and other structures are all adequately protected and that, upon completion of all Work, all facilities that may have been damaged are restored to a condition acceptable to the City. 8. Preserve and protect from injury all buildings, pole lines and all direction, warning and mileage signs that have been placed within the right-of-way. 9. At the completion of work each day, leave the Project site in a clean, safe condition. 113 GENERAL REQUIREMENTS 45635.01000\31182317.1 10. Comply with any stage construction and traffic control plans. Access to residences and businesses shall be maintained at all times, unless otherwise permitted in writing by the City. These precautionary measures will apply continuously and not be limited to normal working hours. Full compensation for the Work involved in the preservation of life, safety and property as above specif ied shall be considered as included in the prices paid for the various contract items of Work, and no additional allowance will be made therefore. Should damage to persons or property occur as a result of the Work, Contractor shall be responsible for proper investigation, documentation, including video or photography, to adequately memorialize and make a record of what transpired. The City shall be entitled to inspect and copy any such documentation, video, or photographs. 2.5 SITE CONDITIONS SURVEYS Work Included. Contractor shall conduct thorough pre-construction and post-construction site condition surveys of the entire project area. Site Conditions surveys shall include written documentation of the conditions found, as well as photographs and video recordings of the area within at least 80 feet of any construction area and staging area. The written notes, photographs, and video shall be suitable for forensic purposes to resolve any damage claims that may arise as a result of construction. Submittals. 1. Written documentation of site condition survey at pre-construction and post- construction. 2. Photographs as described herein of pre-construction and post-construction conditions. 3. Video recordings as described herein of pre-construction and post-construction conditions. 4. Submittals shall be made within three days of the surveys. All post-construction data shall be submitted prior to the final project inspection. Site Condition Written Documentation. Written documentation shall include the time, date, and conditions under which the site survey was made. The documentation shall note the condition of structures, pavement, sidewalks, utilities, fences, and etc. within the work areas. Photographs. 1. General – Contractor shall take enough photographs during each site survey to provide a record of conditions existing prior to construction and conditions after construction. Pre-construction photographs shall be taken prior to any construction or mobilization of equipment, but not more than one week prior to 114 GENERAL REQUIREMENTS 45635.01000\31182317.1 actual start of work. The pre-construction photographs may be staged at different times to match the progression of the Work. 2. The photographs shall document existing damage to public and private facilities, both prior to and after construction. Conditions to be documented include, but are not limited to: sidewalk cracks, broken curbs, separated property walls, improvements within public right-of-way’s, access roads used, utility covers and markings, signs, pavement striping, pavement, unique or unusual conditions, adjacent driveways, landscaping, survey markers, and any feature directed by the Engineer. Private property that is adjacent to the public right-of-way shall be documented to the extent visible from the public right-of-way. 3. Photographs shall include items to indicate scale, as needed. In particular, scales or other items shall be laid next to close ups of structural cracks and other damaged areas being recorded. Scaling shall also be used to document elevation differences, as needed. 4. One set of color prints shall be submitted. Additional sets shall be available for reviewing in settling any construction disputes. A set of photos shall also be furnished in electronic format. The resolution shall be at least equal to 7 mega - pixels. All photos shall be documented as to time and date taken, photographer, project number, location, and orientation. Documentation shall include a brief description of objects photographed. Video Recording. 1. Video recordings shall document the conditions of the entire area affected by construction, as well as nearby structures and facilities. The general documentation requirements for videos are the same as for photographs. Video recorders shall accurately and continuously record the time and date. 2. Video recordings shall include an audio portion made simultaneously during the videoing. The audio recording shall describe the location, time, orientation, and objects being recorded. Special commentary shall be provided for unusual conditions or damage noted. 3. Video equipment shall be capable of producing high resolution images and shall have zoom capabilities. 4. Video recordings shall provide an overall picture of the sites and shall provide detailed images of damaged areas. Video shall extend to the maximum height of structures. 5. The Engineer shall have the right to reject any audio video recordings submitted with unintelligible audio, uncontrolled pan or zoom, or of poor quality. Video recordings shall be repeated when rejected. 115 GENERAL REQUIREMENTS 45635.01000\31182317.1 6. Video recordings shall be submitted with labels indicating the project, date, recorder, and other pertinent information. Recordings shall be submitted on standard DVDs in a standard format. Timing. Contractor shall provide written notice of the time scheduled for the site conditions survey and the place it is to begin. Contractor shall obtain the Engineer’s concurrence prior to beginning the condition survey. The Engineer reserves the right to cancel the survey due to weather conditions or other problems. Videoing shall be done during times of good visibility and no videoing or photography shall be done during periods of visible precipitation or when standing water obscures pavement. Contractor shall provide the Engineer with an opportunity to have a representative present when taking the photos and provide guidance during photographing. Site Surveyor. The site condition surveyor(s) shall be experienced in construction and potential damage concerns. The site condition surveyor(s) shall be familiar with the photography and video equipment being used. Field Quality Control. Prior to submitting videos and photographs, the Contractor shall spot check the photos and videos in the field to insure they accurately reflect the actual conditions and to insure they are correctly labeled. Soils Compaction Testing. 1. All soils compaction testing will be done by a licensed geotechnical engineer furnished and paid for by the Contractor and approved by the City. Soils compaction testing will be done for all footings and foundations prior to placement of rebar or concrete; for subgrade preparation, treated materials, and placement of base materials and roadway resurfacing per sections 301 and 302 of the latest Greenbook, Standard Specifications for Public Works Construction. 2. For pipeline construction, soil compaction testing will be done at 100-foot intervals at the bottom of the trench prior to placement of pipe bedding; at the top of the pipe bedding above the pipe; every two vertical feet of trench backfill; at the top of the trench backfill, which should be the bottom of the pavement section; and at the top of the aggregate base prior to pavement construction. 2.6 SUBMITTAL REQUIREMENTS FOR MANUALS AND RECORD DRAWINGS General. The Contractor shall furnish all materials and perform all Work required for furnishing submittals to City in accordance with Contract Documents. Technical Manuals. 1. The Contractor shall submit technical operation and maintenance information for each item of mechanical, electrical and instrumentation equipment in an organized manner in the Technical Manual. It shall be written so that it can be used and understood by City’s operation and maintenance staff. 116 GENERAL REQUIREMENTS 45635.01000\31182317.1 2. The Technical Manual shall be subdivided first by specification section number; second, by equipment item; and last, by "Category." "Categories" shall conform to the following (as applicable): (a) Category 1 - Equipment Summary: (1) Summary: A summary table shall indicate the equipment name, equipment number, and process area in which the equipment is installed. (b) Category 2 - Operational Procedures: (1) Procedures: Manufacturer-recommended procedures on the following shall be included in Part 2: a. Installation b. Adjustment c. Startup d. Location of controls, special tools, equipment required, or related instrumentation needed for operation e. Operation procedures f. Load changes g. Calibration h. Shutdown i. Troubleshooting j. Disassembly k. Reassembly l. Realignment m. Testing to determine performance efficiency n. Tabulation of proper settings for all pressure relief valves, low and high pressure switches, and other protection devices o. List of all electrical relay settings including alarm and contact settings (c) Category 3 - Preventive Maintenance Procedures: (1) Procedures: Preventive maintenance procedures shall include all manufacturer-recommended procedures to be performed on a periodic basis, both by removing and replacing the equipment or component, and by leaving the equipment in place. (2) Schedules: Recommended frequency of preventive maintenance procedures shall be included. Lubrication schedules, including lubricant 117 GENERAL REQUIREMENTS 45635.01000\31182317.1 SAE grade, type, and temperature ranges, shall be covered. (d) Category 4 - Parts List: (1) Parts List: A complete parts list shall be furnished, including a generic description and manufacturer's identification number for each part. Addresses and telephone numbers of the nearest supplier and parts warehouse shall be included. (2) Drawings: Cross-sectional or exploded view drawings shall accompany the parts list. (e) Category 5 - Wiring Diagrams: (1) Diagrams: Part 5 shall include complete internal and connection wiring diagrams for electrical equipment items. (f) Category 6 - Shop Drawings: (1) Drawings: This part shall include approved shop or fabrication drawings, complete with dimensions. (g) Category 7 - Safety: (1) Procedures: This part describes the safety precautions to be taken when operating and maintaining the equipment or working near it. (h) Category 8 - Documentation: (1) All equipment warranties, affidavits, and certifications required by the Technical Specifications shall be placed in this part. 3. The Contractor shall furnish to City six (6) identical Technical Manuals. Each set shall consist of one or more volumes, each of which shall be bound in a standard binder. Spare Parts List - The Contractor shall furnish to City six (6) identical sets of spare parts information for all mechanical, electrical, and instrumentation equipment. The spare parts list shall include the current list price of each spare part. The spare parts list shall include those spare parts which each manufacturer recommends be maintained by City in inventory. Each manufacturer or supplier shall indicate the name, address, and telephone number of its nearest outlet of spare parts to assist City in ordering. The Contractor shall cross-reference all spare parts lists to the equipment numbers designated in the Contract Documents. The spare parts lists shall be bound in standard size, 3-ring binder. Record Drawings 1. The Contractor shall maintain one record set of Drawings at the Site. On these, it shall mark all Project conditions, locations, configurations, and any other changes or deviations which may vary from the information represented in the original Contract Documents, including buried or concealed construction and utility features which are revealed during the course of construction. Special attention shall be given to recording the horizontal and vertical location of all buried utilities that differ from the locations indicated, or which were not indicated on the Contract 118 GENERAL REQUIREMENTS 45635.01000\31182317.1 Drawings. Said record drawings shall be supplemented by any detailed sketches as necessary or directed to fully indicate the Work as actually constructed. These master record drawings of the as-built conditions, including all revisions made necessary by Addenda and Change Orders shall be maintained up-to-date during the progress of the Project. Red ink shall be used for alterations and notes. Notes shall identify relevant Change Orders by number and date. 2. For all Projects involving the installation of any pipeline, Contractor shall survey and record the top of the pipe at a minimum of every 100 linear feet, and at each bend, recording both the horizontal and vertical locations. 3. Record drawings shall be accessible to City’s Representative at all times during the construction period. Failure on the Contractor’s part to keep record drawings current could result in withholding partial payment. 4. Upon Completion of the Project and as a condition of final acceptance, the Contractor shall finalize and deliver a complete set of Record Drawings to City’s Representative. The information submitted by the Contractor will be assumed to be correct, and the Contractor shall be responsible for, and liable to City, for the accuracy of such information, and for any errors or omissions which may or may not appear on the Record Drawings. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required to complete the Manuals and Record Drawings shall be included in Contractor’s bid and distributed in the Schedule of Pay. No additional compensation shall be made to the Contractor for this Work. 2.7 MATERIALS Materials to be Furnished by the Contractor 1. Inspection of Materials. Materials furnished by the Contractor which will become a part of the Project shall be subject to inspection at any one or more of the following locations, as determined by City’s Representative: at the place of production or manufacture, at the shipping point, or at the site of the Work. To allow sufficient time to provide for inspection, the Contractor shall submit to City’s Representative, at the time of issuance, copies of purchase orders or other written instrument confirming procurement of the materials, including drawings and other pertinent information, covering materials on which inspection will be made. 2. No later than fourteen (14) Days prior to manufacture of material, Contractor shall inform City’s Representative, in writing, the date the material is to be manufactured. 3. Contractors Obligations. The inspection of materials at any of the locations specified above or the waiving of the inspection thereof shall not impact whether the materials and equipment conform to the Contract Documents. Contractor will not be relieved from furnishing materials meeting the requirements of the Contract Documents due to City’s inspection or lack of inspection of the equipment or materials. Acceptance of any materials will be made only after materials are installed in the Project. 4. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required to accommodate City’s testing efforts, 119 GENERAL REQUIREMENTS 45635.01000\31182317.1 including any travel required by Contractor’s forces, shall be included in Contractor’s bid and distributed in the Schedule of Pay Items related to the materials requiring testing. No additional compensation shall be made to the Contractor for this Work. 2.8 LOCAL CONDITIONS AND REQUIREMENTS Access to Work and Haul Routes 1. General. All work on the rights-of-way necessary for access to the Site shall be performed by the Contractor. 2. Access, Damage, Restoration. The Contractor shall make his own investigation of the condition of available public or private roads and of clearances, restrictions, bridge-load limits, permit or bond requirements, and other limitations that affect or may affect transportation and ingress or egress at the Site. Claims for changes in Contract Price or Contract Times arising out of the unavailability of transportation facilities or limitations thereon shall not be considered by City. 3. The Contractor shall maintain and repair any damage arising out of Contractor’s operations to all roads used during construction of the Project, and upon completion of all Work, but prior to final acceptance, the roads shall be restored to their original condition. Prior to using any road for access to the Site, the Contractor shall conduct a photograph and/or video survey of the roadway with a copy submitted to City’s Representative. 4. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required to complete this Work, shall be included in Contractor’s bid and distributed in the Schedule of Pay Items. No additional compensation shall be made to the Contractor for this Work. Power. Contractor shall provide at its own expense all necessary power required for operations under the contract. The Contractor shall provide and maintain in good order such modern equipment and installations as shall be adequate in the opinion of the Engineer to perform in a safe and satisfactory manner the Work required by the contract. Construction Water. 1. Construction water shall not be used for purposes other than those required to satisfactorily complete the contract. 2. All connections to the Azusa Light & Water (ALW) water system used for the purposes of obtaining construction water shall utilize a temporary construction meter and backflow prevention device. The Contractor shall apply for a temporary water meter from ALW and pay all applicable fees & deposits. The Contractor shall pay for the temporary meter and all water used. The Contractor shall be responsible for furnishing and testing the backflow prevention device. The backflow prevention device shall be tested by a certified backflow tester immediately after it is installed and every time the backflow prevention device is moved. The backflow certification reports shall be filed with ALW immediately after the backflow prevention device is in place. The temporary construction meter and backflow prevention device shall not be placed into service until ALW confirms and approves that the backflow prevention device has passed such tests. 120 GENERAL REQUIREMENTS 45635.01000\31182317.1 Operation of Existing Water Facilities 1. The Contractor shall not operate any of the existing public water systems, including water mains, pumps, motors, valves and hydrants. The Contractor shall provide a list, reason and location of the water system facilities that require operating, opening, stopping or closure and provide to Azusa Light & Water (ALW) for review and approval. 2. Contractor shall submit a request to ALW one (1) week in advance for any shut- down of existing water facilities and shall comply with all ALW shut-down requirements. Construction at Existing Utilities 1. General. Where the Work to be performed crosses or otherwise interferes with water, sewer, gas, or oil pipelines; buried cable; or other public or private utilities, the Contractor shall perform construction in such a manner so that no damage will result to either public or private utilities. It shall be the responsibility of the Contractor to determine the actual locations of, and make accommodates to maintain, all utilities. 2. Permission, Notice and Liability. Before any utility is taken out of service, permission shall be obtained by the Contractor from the owner. The owner, any impacted resident or business owner and the City Representative will be advised of the nature and duration of the utility outage as well as the Contractor’s plan for providing temporary utilities if required by the owner. The Contractor shall be liable for all damage which may result from its failure to maintain utilities during the progress of the Work, and the Contractor shall indemnify City as required by the Contract Documents from all claims arising out of or connected with damage to utilities encountered during construction; damages resulting from disruption of service; and injury to persons or damage to property resulting from the negligent, accidental, or intentional breaching of utilities. 3. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required to complete this Work, shall be included in Contractor’s bid and distributed in the Schedule of Pay Items. No additional compensation shall be made to the Contractor for this Work. Traffic Control 1. General. Contractor shall abide by traffic control plans approved by the appropriate jurisdiction. 2. Protections. Roads subject to interference by the Work shall be kept open or suitable temporary passages through the Work shall be provided and maintained by the Contractor. The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient flasher lights, flag persons, danger signals, and signs, and shall take all necessary precautions for the protection of the Work and the safety of the public. No construction work along public or private roads may proceed until the Contractor has proper barricades, flasher lights, flag persons, signals, and signs in place at the construction site. 3. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required to complete this Work, shall be included in 121 GENERAL REQUIREMENTS 45635.01000\31182317.1 Contractor’s bid and distributed in the Schedule of Pay Items. No additional compensation shall be made to the Contractor for this Work. Cleaning Up 1. Contractor at all times shall keep premises free from debris such as waste, rubbish, and excess materials and equipment. Contractor shall not store debris under, in, or about the premises. Contractor shall also clean all asphalt and concrete areas to the degree necessary to remove oil, grease, fuel, or other stains caused by Contractor operations or equipment. The use of water, resulting in mud on streets, will not be permitted as substitute for sweeping or other methods. Dust control may require having a water truck onsite for the duration of the project, and/or use of temporary hoses and pipelines to convey water. 2. Contractor shall fully clean up the site at the completion of the Work. If the Contractor fails to immediately clean up at the completion of the Work, the City may do so and the cost of such clean up shall be charged back to the Contractor. 2.9 ENVIRONMENTAL QUALITY PROTECTION Environmental Conditions 1. Contractor must comply with all applicable environmental laws, Project conditions, and constraints. 2. City has considered these Environmental Conditions when determining the Contract Times and no additional time or compensation will be added to the Contract due to these Conditions. Landscape and Vegetation Preservation 1. General. The Contractor shall exercise care to preserve the natural landscape and vegetation, and shall conduct operations so as to prevent unnecessary destruction, scarring, or defacing of the natural surroundings in the vicinity of the Work. 2. Damage and Restoration. Movement of crews and equipment within the rights -of- way and over routes provided for access to the Work shall be performed in a manner to prevent damage to property. When no longer required, construction roads shall be restored to original contours. 3. Upon completion of the Work, and following removal of construction facilities and required cleanup, land used for construction purposes and not required for the completed installation shall be scarified and regraded, as required, so that all surfaces are left in a condition that will facilitate natural revegetation, provide for proper drainage, and prevent erosion. 4. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required to complete this Work, shall be included in Contractor’s bid and distributed in the Schedule of Pay Items. No additional compensation shall be made to the Contractor for this Work. Protected Species 122 GENERAL REQUIREMENTS 45635.01000\31182317.1 1. General. If, in the performance of the Work, evidence of the possible occurrence of any Federally listed threatened or endangered plant or animal is discovered, the Contractor shall notify the City Representative immediately, giving the location and nature of the findings. Written confirmation of the evidence, location and nature of the findings shall be forwarded to City within 2 Days. 2. Procedures. The Contractor shall immediately cease all construction activities in the immediate area of the discovery to the extent necessary to protect the endangered plant or animal. If directed by the City Representative, Contractor will refrain from working in the immediate area, suspend the Work in its entirety, or alter its performance to ensure full compliance with all applicable permits, laws and regulations. Any City directed changes to the Work as a result of a siting will be pursuant to the Contract Documents. 3. False Siting. Any costs or delays incurred by City or the Contractor due to unreasonable or false notification of an endangered plant or animal will be borne by the Contractor. 4. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required to comply with this paragraph, shall be included in Contractor’s bid and distributed in the Schedule of Pay Items. No additional compensation shall be made to the Contractor for this Work. Preservation of Historical and Archeological Resources 1. General. If, in the performance of the Work, Contractor should unearth cultural resources (for example, human remains, animal bones, stone tools, artifacts and/or midden deposits) through excavation, grading, watering or other means, the Contractor notify the Construction/Archeological Monitor and/or the City Representative immediately, giving the location and nature of the findings. Written confirmation of the evidence, location and nature of the findings shall be forwarded to the Construction/Archeological Monitor and/or City within 2 Days. 2. Procedures. The Contractor shall immediately cease all construction activities in the immediate area of the discovery to the extent necessary to protect the cultural resource. If directed by the City Representative, Contractor will refrain from working in the immediate area, suspend the Work in its entirety, or re-sequence and/or alter its performance to ensure full compliance with all applicable permits, laws and regulations. Should the presence of cultural resources be confirmed, the Contractor will assist the City Representative and the Construction/Archeological Monitor in the preparation and implementation of a data recovery plan. The Contractor shall provide such cooperation and assistance as may be necessary to preserve the cultural resources for removal or other disposition. Any City directed changes to the Work as a result of the cultural resource will be pursuant to the Contract Documents. 3. Contractor’s Liability. Should Contractor, without permission, injure, destroy, excavate, appropriate, or remove any cultural resource on or adjacent to the Site, it will be subject to disciplinary action, arrest and penalty under applicable law. The 123 GENERAL REQUIREMENTS 45635.01000\31182317.1 Contractor shall be principally responsible for all costs of mitigation and/or restoration of cultural resources related to the unauthorized actions identified above. Contractor shall be required to pay for unauthorized damage and mitigation costs to cultural resources (historical and archeological resources) as a result of unauthorized activities that damage cultural resources and shall indemnify City pursuant to the Contract Documents. 4. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required to comply with this paragraph, shall be included in Contractor’s bid and distributed in the Schedule of Pay Items. No additional compensation shall be made to the Contractor for this Work. Dust and Pollution Control 1. Contractor shall provide all necessary material, equipment and labor to prevent and control the emission of dust and any other potential pollutant on site. 2. Contractor shall not discharge into the atmosphere from any source smoke, dust or other air contaminants in violation of the law, rules, and regulations of the governing agency. 3. Cost. Unless otherwise called for by the Contract Documents, the cost of all material, equipment, and labor required to comply with this paragraph, shall be included in Contractor’s bid and distributed in the Schedule of Pay Items. No additional compensation shall be made to the Contractor for this Work. Fugitive Dust NOT USED. OR 1. In addition to all other environmental and air quality requirements of the Contract Documents, Contractor must also comply with the most recent version of any rules implemented by the Air Quality Management District (AQMD) with jurisdiction over the Project in order to reduce the amount of particulate matter entrained in the ambient air as a result of the Project. All equipment shall be AQMD compliant and permitted, as needed. 2. City has considered these other requirements when determining the Contract Times and no additional time or compensation will be added to the Contract due to these requirements. Management of Storm, Surface and Other Waters 1. Storm water, surface water, groundwater, and nuisance, or other waters may be encountered at various times during construction of the Project. Federal and State laws require the City and its contractors to manage such waters pursuant to the requirements of California State Water Resources Control Board Order Number 2009-0009-DWQ, the Federal Clean Water Act, and the California Porter Cologne Water Quality Control Act. Contractor acknowledges that it has investigated the risk arising from such waters in conjunction with the Project, and assumes any and all risks and liabilities arising therefrom. 124 GENERAL REQUIREMENTS 45635.01000\31182317.1 2. The Contractor shall perform all construction operations in such a manner as to comply, and ensure all subcontractors to comply, with all applicable Federal, State, and local laws, orders, and regulations concerning the control and abatement of water pollution; and all terms and conditions of any applicable permits issued for the Project. In the event there is a conflict between Federal, State, and local laws, regulations, and requirements, the most stringent shall apply. 3. Contractor violations. If noncompliance should occur, the Contractor shall report this to the City Representative immediately, with the specific information submitted in writing within 2 Days. Consistent violations of applicable Federal, State, or local laws, orders, regulations, or Water Quality Standards may result in City stopping all site activity until compliance is ensured. The Contractor shall not be entitled to any change in Contract Price or Contract Times, claim for damage, or additional compensation by reason of such a work stoppage. Corrective measures required to bring activities into compliance shall be at the Contractor's expense. 4. Compliance with Construction General Storm water Permit. Contractor shall be required to comply with all aspects of the State Water Resources Control Board (State Board) Water Quality Order No. 2009-0009-DWQ, National Pollutant Discharge Elimination System General Permit for Storm Water Discharges Associated with Construction Activity (Permit) for all projects that involve construction on or disturbance of one acre or more of land or which are part of a larger common area of development. (a) Contractor shall prepare and implement a Storm Water Pollution Prevention Plan (SWPPP) for the Project site based on the appropriate Risk Level requirements, and draft and coordinate submittal of all Permit related documents with City’s Legally Responsible Person and/or Authorized Signatory as those terms are defined in the Permit. The Contractor shall submit the SWPPP to the City Representative for review not less than fifteen (15) Days prior to the start of on- site construction work. City will file the Notice of Intent and pay the filing fee. (b) The SWPPP shall be developed by a Qualified SWPPP Developer and implemented by a Qualified SWPPP Practitioner as those terms are defined in the Permit and shall include industry standard requirements for water quality control including but not be limited to the following: (1) Sediment and erosion control measures to manage sediment and erosion including vegetative practices, structural control, silt fences, straw dikes, sediment controls or operator controls as appropriate. Storm water management measures shall be instituted as required, including velocity dissipaters, and solid waste controls shall address controls for building materials and offsite tracking of sediment. (2) Wastewater and storm water management controls to divert offsite surface flows around the Project site and to divert surface flows within the Project area away from areas of open earth or stockpiles of building and other materials. Wastewater from general construction activities, such as drain water collection, aggregate processing, concrete batching, drilling, grouting, or other construction operations, shall not enter flowing or dry watercourses without having met the authorized non-storm water discharge requirements listed in State Board Water Quality Order No. 2009-0009-DWQ, Section III.C., including proper notification to the Regional Water Board. 125 GENERAL REQUIREMENTS 45635.01000\31182317.1 (3) Pollution prevention measures including methods of dewatering, unwatering, excavating, or stockpiling earth and rock materials which include prevention measures to control silting and erosion, and which will intercept and settle any runoff of sediment-laden waters. (4) Turbidity prevention measures for prevention of excess turbidity including, but are not restricted to, intercepting ditches, settling ponds, gravel filter entrapment dikes, flocculating processes, recirculation, combinations thereof, or other approved methods that are not harmful to aquatic life. All such wastewaters discharged into surface waters, shall contain the least concentration of settleable material possible, and shall meet all conditions of section 402, the National Pollutant Discharge Elimination System (NPDES) permit. (5) Overall construction site management measures to address changes at the Project site as the Project moves through different phases and changes that account for rainy and dry season management practices. (6) Pollution control measures and construction activity methods that will prevent entrance, or accidental spillage, of solid matter, contaminants, debris, or other pollutants or wastes, into streams, flowing or dry watercourses, lakes, wetlands, reservoirs, or underground water sources. Such pollutants and wastes include, but are not restricted to: refuse, garbage, cement, sanitary waste, industrial waste, hazardous materials, radioactive substances, oil and other petroleum products, aggregate processing, tailings, mineral salts, and thermal pollution. (7) Control measures for stockpiled or deposited materials prohibiting the stockpile or deposit of excavated materials, or other construction materials, near or on stream banks, lake shorelines, or other watercourse perimeters where they can be washed away by high water or storm runoff, or can, in any way, encroach upon the watercourse. (8) Develop and implement a Rain Event Action Plan (REAP), if required, that must be designed and implemented to protect all exposed portions of the site 48 hours prior to any likely precipitation event. (9) Monitoring, reporting and record keeping, as necessary to achieve compliance with applicable Permit requirements, including but not limited to annual reports and rain event reports. (c) Before any Permit related documents, including the SWPPP, rain event reports, or annual reports may be submitted to the State Board or implemented on the Project site, they must first be reviewed and approved by City. (d) City retains the right to procure and maintain coverage under the Permit for the Project site if the Contractor fails to draft a SWPPP or other Permit related document, or fails to proceed in a manner that is satisfactory to City. City reserves the right to implement its own SWPPP at the Project site, and hire additional contractors to maintain compliance. Whether Contractor has adequately maintained compliance with the Permit shall be City’s sole determination. In the event that Contractor has failed or is unable to maintain compliance with the Permit, any costs or fines incurred by City in implementing a SWPPP, or otherwise maintaining compliance with the Construction General Permit shall be paid by the Contractor. 126 GENERAL REQUIREMENTS 45635.01000\31182317.1 (e) Failure to implement the SWPPP or otherwise comply with the Permit is a violation of federal and state law. Contractor hereby agrees to indemnify City as required by the Contract Documents for any noncompliance or alleged noncompliance with the Permit arising out of or in connection with the Project, except for liability resulting from the sole established negligence, willful misconduct or active negligence of City. City may seek damages from Contractor for delay in completing the Contract in accordance with the Contract Documents, caused by Contractor’s failure to comply with the Permit. 5. In addition to compliance with the Permit, Contractor shall comply with the lawful requirements of any applicable municipality, distr ict, drainage district, flood control district, and other local agencies regarding discharges of storm water, surface water, groundwater or other nuisance waters off of the Project site. 6. Oil storage tanks management. (a) Storage tank placement. All oil or other petroleum product (hereinafter referred to collectively as oil) storage tanks shall be placed at least 20 feet from streams, flowing or dry watercourses, lakes, wetlands, reservoirs, and any other water source. (b) Storage area dikes. Storage areas shall be diked at least 12 inches high or graded and sloped to permit safe containment of leaks and spills equal to the capacity of all tanks and/or containers located within each area, plus a sufficient amount of freeboard to contain the 25-year rainstorm. (c) Diked area barriers. Diked areas shall have an impermeable barrier at least 10 mils thick. Areas used for refueling operations shall have an impermeable liner at least 10 mils thick buried under 2 to 4 inches of soil. (d) Spill Prevention Control and Countermeasure Plan (SPCC). Where the location of a construction site is such that oil from an accidental spillage could reasonably be expected to enter into or upon the navigable waters of the United States or adjoining shorelines, and the aggregate storage of oil at the site is over 1,320 gallons or a single container has a capacity in excess of 660 gallons, the Contractor shall prepare an SPCC Plan. The Contractor shall submit the SPCC Plan to the Engineer at least 30 days prior to delivery or storage of oil at the site. The Plan must have been reviewed and certified by a registered professional engineer in accordance with 40 C.F.R., part 112 7. Underground tank prohibition. The Contractor shall not use underground storage tanks. 8. Construction safety standards. The Contractor shall comply with the sanitation and potable water requirements of Section 7 of United States Bureau of Reclamation's publication “Reclamation Safety And Health Standards.” 9. Other Permits. (a) Other permits applicable to the Project are listed in the Special Conditions. The Contractor shall obtain all other necessary licenses and permits. (b) Monitoring. The Contractor is required to conduct monitoring in order to meet the requirements of the permits, which may include sampling, testing and inspections. 127 GENERAL REQUIREMENTS 45635.01000\31182317.1 (c) Recordkeeping. The Contractor shall retain all records and data required by the permits for the time specified in the contract. 10. Cost. Except as specified herein, the cost of complying with this section shall be included in the Schedule of Pay Items for work which necessitate the water pollution prevention measures required by this paragraph. END OF GENERAL REQUIREMENTS Page 1 of 22 2022 RESIDENTIAL ROADWAY RESURFACING PROJECT TECHNICAL SPECIFICATIONS Date: June 6, 2022 ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF STANDARD PLANS AND SPECIFICATIONS OF THE CITY OF AZUSA, AND THE STANDARD PLANS & SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). A COPY SHALL BE ON SITE AT ALL TIMES. ALL WORK SHALL BE SUBJECT TO THE CITY OF AZUSA’S PUBLIC WORKS INSPECTOR’S ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR. ORDER OF WORK: • A project schedule shall be submitted prior to the pre-construction meeting. • Prior to commencing work the Contractor shall submit the following items to the Engineer for review: 1. Copies of all required permits 2. Designation of Project Superintendent 3. 24-hour emergency contact information 4. Construction Schedule 5. Two-week advance construction notification 6. Three-day advance construction notification 7. Traffic control plans 8. Thermoplastic Paint Certificate of Compliance 9. Reflective Pavement Markers Certificate of Compliance 10. Cross Gutter and Spandrel Portland Cement Concrete Certificate of Compliance 11. Sidewalk Portland Cement Concrete Certificate of Compliance 12. Curb & Gutter Portland Cement Concrete Certificate of Compliance 13. ADA Yellow Mat Type Truncated Domes (Safety Step Traditional Dome or approved equal) 14. Herbicide Material Data Sheets 15. Crushed Miscellaneous Base (CMB) NOTE: The City reserves the right to require additional submittals from the Contractor that are not specifically identified above. The Contractor shall submit one electronic copy (in PDF format) of each submittal using the City of Azusa Submittal Review Form. Page 2 of 22 SCHEDULE: The Contractor shall furnish to the Engineer a written schedule for the work. The schedule shall list the dates that work will proceed on all streets. The Contractor shall thenceforth adhere diligently to said written schedule in the prosecution of the work. The schedule shall identify the day and date work is proposed on a given street segment. Streets may not be available for work if scheduling is not requested by the Contractor and approved by the Engineer prior to the pre-construction meeting. ADVANCED PUBLIC NOTIFICATION: The Contractor shall not be permitted to perform work on a specific street segment until the required notices have been delivered. The Contractor shall deliver the following notices in the form of a door hanger or a notification letter): • Two (2) weeks prior to beginning work on a specific street segment, the Contractor shall deliver a written notice regarding the project to all members of the public affected, including but not limited to residents, businesses, and schools. Distribution of notices shall also include members of the public located on adjacent streets to which access will be restricted due to construction activities. The notice shall state the construction activities to occur with emphasis on the specific activities that will, in any way, inconvenience the public, affect their operations, or restrict access to their properties. The notice shall include the scheduled start dates and duration of construction work for each phase or activity. The name, address, and contact number of the Contractor’s Project Superintendent and the City’s contact for the project shall also be shown on the notice. • Three (3) days prior to the beginning of work on a specific street segment, the Contractor shall deliver another written notice to the same members of the public. The Contractor shall specifically mention the name of the street(s) where construction activities are scheduled. For each street, a two-day window when work is planned to occur shall be specified with start and end dates for the construction activities. The notice shall mention that actual work may occur on either day of the two-day window. Additional three day notices shall be required if there is a prolonged break that exceeds two weeks in duration between work activities. Separate three-day notices shall be required for the chip seal and micro- surfacing work unless the time between the placement of layers is short enough to avoid public complaints. The Engineer shall determine whether addition notices shall be required. Separate three day notices are not required prior to weed removal, tree trimming, or pavement striping if these activities are sufficiently described in the two week notice and the notices have been delivered. NOTE: Copies of both notices shall be provided to the City for approval five (5) working days prior to the distribution date of each notice. The Contractor shall notify the following agencies 2 weeks prior to the start of construction. Copies of the APPROVED advance construction notifications shall also be distributed to the agencies below. The Azusa Police Department shall be notified 24 hours in advance of any lane/road closures. • Azusa Police Department Dispatch ➔ (626) 812-3200 • Fire Department Station 32 ➔ (626) 334-0011 • Fire Department Station 97 ➔ (626) 334-5602 • U.S. Postal Service ➔ (800) 275-8777 • Foothill Transit ➔ (626) 931-7225 • Azusa Unified School District ➔ (626) 967-6211 • Athens Services ➔ (888) 336-6100 • Azusa Dial-A-Ride ➔ (626) 812-5206 • Azusa Water ➔ (626) 812-5063 • Azusa Electric ➔ (626) 812-5172 • SoCal Gas ➔ (909) 335-7825 24-HOUR CONTACT: The Contractor shall assign a Project Superintendent who has the complete authority to make decisions on behalf of the Contractor. The Project Superintendent shall have the ability to speak, read and write in English. The Project Superintendent shall be on the job at all times during the construction and shall be available and on call 24 hours a day for the duration of the project. The 24-hour contact’s information shall be provided to the City. DIG ALERT: The Contractor shall notify Dig Alert 48 hours prior to commencing work. The Contractor is responsible to provide a Dig Alert number to the City’s Public Works Inspector. POTHOLING The Contractor is responsible to pothole and verify the location of all existing underground utilities at their expense. The Contractor shall verify all existing conditions before commencing work. All discrepancies between the project documents and actual field conditions shall be immediately reported to the Engineer, who shall determine if modifications to the work are necessary. The Contractor shall not modify the work without prior authorization from the Engineer. Any removal, repair, or replacement caused by the Contractor’s failure to recognize or report unsuitable conditions shall be performed by the Contractor at the Contractor’s sole cost and expense. SOILS AND MATERIALS TESTING The Contractor is responsible for soils and materials testing including but not limited to subgrade relative compaction, CMB compaction, asphalt placement temperature and compaction and concrete strength in accordance with the approved Plans and Specifications. Testing shall be conducted at the locations and frequency established by the Inspector. The following test methods shall be used for determining relative compaction: California Test 231 (Nuclear Gauge Method) The subgrade and base materials shall be compacted to 95% relative compaction unless noted otherwise. If compaction fails to meet the contract specifications, then the Contractor shall make the necessary adjustments and is responsible for the cost of additional compaction tests until compaction per the specifications is met. Payment Payment for compaction testing shall be included in the actual bid items requiring compaction testing. No additional compensation will be made therefor. BID ITEM NO. 1: MOBILIZATION, BONDS, INSURANCE AND DEMOBILIZATION This shall include full compensation for furnishing all labor and materials, including tools, equipment and incidentals, and for performing all of the work involved in placing, removing, storing, maintaining, moving to new locations, replacing, and disposing of equipment and materials as specified in the Standard Specifications and these Technical Specifications, and as directed by the Engineer. At the completion of the Work, Contractor must remove from the worksite all of its equipment, tools, surplus materials, waste materials and debris, presenting a clean and neat appearance. Before demobilizing from the Worksite, Contractor must ensure that all surfaces are cleaned, sealed, waxed, or finished as applicable, and that all marks, stains, paint splatters, and the like have been properly removed from the completed Work and the surrounding areas, leaving those areas in the condition originally found or better. Payment Bid Item No. 1 “Mobilization, Bonds, Insurance and Demobilization” is listed as a separate bid item and shall be paid as a Lump Sum (LS) and include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for mobilization, bonds and demobilization and no additional compensation will be made therefor. BID ITEM NO. 2: CONSTRUCTION SAFETY, TRAFFIC CONTROL, 2 CMS BOARDS AND DAILY CLEANUP The Contractor shall provide a traffic control plan for all streets included in the scope of work, unless the City Engineer waives this requirement in writing for a given street. Traffic control plans shall also be required on street segments covered by an outside agency permit. The traffic control plans shall be specific for the required work on each street and for each phase of the project, including traffic control required at intersections and for intersecting streets and shall include provisions for pedestrian and bicycle access through the work zone during construction. All site specific traffic control plans shall be certified by a licensed Civil Engineer or Traffic Engineer registered in the State of California. The traffic control plans must be reviewed and approved by the City prior to starting any work. The traffic control plans shall be submitted for all streets in the project as one package for review by the City. Partial submittals may be rejected by the City. The traffic control measures as implemented by the Contractor and identified on the traffic control plan shall be in place prior to the start of each day’s work. At the discretion of the City Engineer, the Contractor may use traffic control from the CA MUTCD, WATCH, and/or CATTCH latest edition manuals, however, a licensed Civil Engineer or Traffic Engineer registered in the State of California shall prepare a letter stating that the work may be completed by using one of the reference manual s stated above and must select the specific figure(s) to be used for traffic control. The traffic control measures shall include the use of at least 2 changeable message signs (CMS). The contractor shall submit shop drawings for the City’s review and approval prior to ordering the signs. All traffic control plans shall include provisions for pedestrian access through the work zone during construction. If the work impacts any pedestrian pathway such as sidewalks, curb ramps, and crosswalks, the traffic control plan shall include a pedestrian handling plan to direct pedestrians safely through the construction work zone. The pedestrian handling plan shall conform to the most current California MUTCD and State Standard plans and may include pedestrian detours, signs, temporary pedestrian path and ramps. Payment Bid Item No. 2 “Construction Safety, Traffic Control, 2 CMS Boards, and Daily Cleanup” is listed as a separate bid item and shall be paid as a Lump Sum (LS) and include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for construction safety and traffic control and no additional compensation will be made therefor. BID ITEM NO. 3: RE-ESTABLISH ALL CENTER LINE (CL) MONUMENTS & TIES The contractor shall hire a California Licensed Land surveyor prior to the start of construction and complete the following work: Research all available maps and notes of record, conduct a diligent search for all survey monuments within the project limits, references or "ties out" all survey monuments and center line ties subject to disturbance, destruction or missing; Prepares and files a Corner Record "A" with the County Surveyor's Office (or a Record of Survey, if required by law) depicting the location and character of the original found monuments and those missing monuments before they were destroyed. After construction, the surveyor: Perpetuates the original monuments by setting new monuments in the newly built improvements, prepares and files a Corner Record "B" depicting the location and character of the new monuments complying with California state law. Monument preservation shall be conducted to perpetuate monuments in jeopardy of being destroyed due to planned construction on every public project. State of California Business & Professions Code §8771 and §8725, Penal Code §605 and Government Code §27581. Payment Measurement and payment for Bid Item No. 3 “Re-establish all Center Line (CL) Monuments and Ties” shall be paid as a Lump Sum (LS) and include but not limited to furnishing all labor, materials, tools, equipment, and incidentals for re-establishing all survey monuments and ties and no additional compensation will be made therefor. BID ITEM NO. 4: BEST MANAGEMENT PRACTICES, STORM WATER POLLUTION PREVENTION, AND EROSION CONTROL Best Management Practices as specific herein and as attached are incorporated into these Contract Documents, and area to be used with construction activities on the site. Contractor shall comply with Best Management Practices (BMP) guidelines identified in the LA County Public Works BMP Manual. The Contractor shall prepare a Water Pollution Control Plan (WPCP). This plan shall be updated as staging and construction conditions change. This plan is required to be available on-site at all times. The WPCP shall show the locations of all storm drains, catch basins, inlets, outlets, culverts, and other drainage systems on a map. This plan shall be 24” x 36” in size and shall show the appropriate BMP’s and erosion and sediment source controls to be implemented. Each entry point to the storm drain system shall be protected from sediment and pollutant entry. The methods and devices used shall allow the storm drain system to function properly during rainfall events while still preventing the sediment and other pollutants from entering the storm drain system. Particular attention shall be given to the following: 1. All materials (i.e. Asphalt, rock, gravel, sand, cement, etc.) shall be stored away from storm drains and be covered with plastic tarps to protect from rain. 2. Cover and seal catch basins, drainage inlets and manholes to prevent polluted run-off from construction activities to enter storm drain system. 3. During all saw-cutting activities, paving materials shall be vacuumed up and pumped to a holding tank for disposal. All storm drain inlets shall be blocked or protected by a berm to prevent paving materials from entering drainage system. 4. When cleaning up construction site, dirt, sand and other fine particulates shall be swept up and disposed of in the trash. Washing/spraying site with water to be disposed of through a drainage inlet is NOT permitted. 5. Monitor all heavy equipment for oil/gas leakage. If a leak occurs, do not “wash away” with water, dispose of materials properly as outlined in the LA County Best Management Practices guidelines latest edition. 6. All pollution mitigation devices shall be installed as per LA County Public Works Best Management Practices guidelines latest edition and/or as deemed necessary by the Engineer. NOTE: Contractor is responsible for ensuring all personnel, laborers, sub-contractors, suppliers, and any other personnel that are involved with the work are trained in the importance of preventing storm water pollution. Each worker shall be trained before being allowed to work. Full compensation for conforming to the provisions in this section “Best Management Practices,” shall be considered as included in the unit prices paid for the various items of work requiring best management practices and no additional compensation will be allowed therefor. Payment Measurement and Payment for Bid Item No. 4 “Best Management Practices, Storm Water Pollution Prevention, and Erosion Control” shall be paid as a Lump Sum (LS) and include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for storm water pollution prevention and erosion control and no additional compensation will be made therefor. BID ITEM NO. 5: CONSTRUCTION STAKING, SURVEY, LINE AND GRADE: The Contractor shall hire a California Licensed Land Surveyor and shall establish the elevations, set any grade stakes, and additional survey work required to complete the Project as shown on the Approved Plans. The City Engineer retains the right to approve or disapprove of the Surveyor selected. The contractor is required to use the benchmark referenced in the Approved Plans or as provided by the City Engineer. Contractor must also provide, preserve, and replace if necessary, all construction stakes required for the Project. The surveyor shall submit survey cut sheets to the Public Works inspector at the end of each day. All construction staking must be set by a California licensed surveyor or a California registered civil engineer entitled to practice land surveying. Contractor must notify the City Engineer of any discrepancies found between the construction staking and the grading information provided in the Contract Documents. Upon completion, all work must conform to the lines, elevations, and grades shown in the Approved Plans. The Contractor’s Surveyor shall provide a topographic survey for any areas that do not meet ADA standards including but not limited to sidewalks, curb and gutter, curb ramps (including top and bottom landings), driveways and longitudinal gutters within the ADA path of travel. The extent of survey shall be sufficient to ensure a compliant transition from the edge of existing improvements to the proposed improvements. The deliverable shall be a CAD file in DWG format and a scaled PDF of the area surveyed. Payment Measurement and Payment for Bid Item No. 5 “Construction Staking, Survey, Line and Grade” shall be paid as a Lump Sum (LS) and include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for construction staking and survey and no additional compensation will be made therefor. BID ITEM NO. 6: INSTALL THERMOPLATIC TRAFFIC STRIPING, MARKERS, MARKINGS AND LEGENDS: All new striping, markings and raised pavement markers shall be installed per the following specifications. All signing and striping shall conform to the requirements of the Latest Edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD) and California Department of Transportation Standards (CALTRANS) . No striping shall be done without the approval of the City. All Cat- Track and sign layouts shall be inspected and approved by the City before striping begins. Contact the Public Works Inspector 48 hours before cat-tracking to schedule inspection. All new crosswalks, arrows, and legends should be prepped and coated with thermoplastic paint, per Caltrans Standard Plans and Specifications, current edition. Long line ribbon striper for longitudinal line. All new striping shall be prepped and coated with paint, per Caltrans Standard Plans and Specifications, current edition. (2 coats of paint). All arrow markings shall be Type IV (L or R) unless otherwise noted. All skip lane striping at intersection approaches and departures shall begin and end with 50 feet of 4 – inch solid white line. Lane widths shall be measured between the center lines of each adjacent single or double stripe or curb face as appropriate. Replace all missing, broken, and non-functioning reflective markers within project limits. Refresh 800 LF of red curb at the locations noted by the Public Works Inspector. Seal/repair pavement where striping has been blasted and where pavement markers have been removed and not replaced. No separate payment will be made for removal and installation of the fire hydrant blue reflective markers. All costs for furnishing all labor, materials, tools, and incidentals and doing all the work shall be included in the bid price. Ten (10) days shall elapse from paving prior to striping. Payment Measurement and payment for Bid Item No. 6 “Install Thermoplastic Traffic Striping, Markers, Markings and Legends” shall be paid as a Lump Sum (LS) and include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for installing thermoplastic traffic striping, markers and marking legends and refreshing 800 lineal feet of red curb; and no additional compensation will be made therefor. BID ITEM NO. 7: ADJUST UTILITY VALVES TO GRADE: The Contractor shall adjust all utility valves to grade and ensure they are clear of debris. The grade adjustments in this Bid Item include but are not limited to trimming or extending valve casings and adjusting lid frames so that valve covers are flush with the new pavement surface. This bid item shall include painting the existing valve covers to the color specified by the utility purveyor. The Contractor shall be responsible for the coordination with the respective utilities owners. Note: The Azusa Water Division requires that all water valve covers be painted blue per Azusa Light & Water standards and specifications. Work shall be inspected and approved by Azusa Light & Water Department. The Contractor shall provide access to utility valve covers at all times and keep clean and clear of all debris. Payment Payment for Bid Item No. 7 “Adjust Gas and Water Valves to Grade” shall be paid at the contract price per each (EA) and shall include full compensation and include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for adjusting gas and water valves to grade and no additional compensation will be made therefor. BID ITEM NO. 8: REMOVE & CONSTRUCT ADA CURB RAMPS WITH TRUNCATED DOMES PER LATEST CALTRANS STANDARD PLANS & SPECIFICATIONS , AND REMOVE AND CONSTRUCT ADJOINING CURB & GUTTER PER CITY OF AZUSA STANDARD R4 -1: The Contractor shall remove and replace the ADA curb ramps identified in the Construction drawings. This Bid Item includes the cost of demolition, hauling and disposal of the existing concrete ramps and their appurtenances, including but not limited to sidewalk, curb and gutter, pull boxes, water meters, valve lids and any other surface utilities within the curb ramps. In addition, this bid item shall include the cost to adjust to grade or relocate the aforementioned utilities if deemed necessary by the Engineer. The curb ramps shall be constructed per the latest Caltrans Standard Plans & Specifications. The curb and gutter adjoining the curb ramps shall be included in this bid item and shall be removed, disposed of and constructed per City of Azusa Standard Plan R4-1, and shall be constructed in separate pours. The asphalt abutting the curb ramp curb and gutter shall be included in this bid item and shall be reconstructed per City of Azusa Standard R11-1. The truncated domes shall be Safety Step Truncated Domes Tactile Warning Devices or approved equal; must be yellow in color, surface mounted, and have a 2.35” dome spacing from center to center. Payment Measurement and payment for Bid Item No. 8 “Remove and Construct ADA Curb Ramps with Truncated Domes per Latest Caltrans Standard Plans & Specifications, and Remove and Construct Adjoining Curb and Gutter per City of Azusa Standard R4-1”, shall be paid at the contract unit price per each (EA) and include but not be limited to, the replacement of curb and gutter and sidewalk along the curb return from the beginning of curve (BC) to the end of curve (EC). In addition, payment for this bid item shall include but not be limited to, replacing abutting asphalt to new curb and gutter, furnishing all labor, materials, tools, equipment, and incidentals for the removal and replacement curb ramps, no additional compensation will be made therefor. BID ITEM NO. 9: TYPE II SLURRY SEAL WITH 2.5% LATEX INCLUDING PAVEMENT PREPARATION: SLURRY SEAL Construction and materials for Emulsion-Aggregate Slurry shall conform to Subsections 203-3, 205-5 and 302-4 of the 2021 GREENBOOK, except as modified herein. SECTION 203-3 EMULSIFIED ASPHALT 203-3.1 General. Tack coat material shall be Grade SS-1h. 203-3.4.5 Polymer Modified Emulsion (PME). Emulsified asphalt shall be quickset, grade PMCQS-1h conforming to the required shown in Table 203-5.4.2.2 (B). PME shall contain a minimum of 2.5% Latex as a by weight of residual asphalt. 302-4.3 EMULSION-AGGREGATE SLURRY (EAS) 302-4.6.1 General. After application, slurry shall be rubber tire-rolled in all areas. The work to be done consists of furnishing all plant, labor, materials, tools, equipment and services necessary for the application of emulsion-aggregate slurry upon designated ARAM street surface areas. 302-4.6.2 Mixing. 302-4.6.2.1 General. Transit mix trucks shall not be used. Contractor shall arrange with the City for appropriate areas for stockpiling and batching. The stockpile areas shall be thoroughly cleaned, removing all excess material and all material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of slurry operations in that area. Stockpiles shall be covered as necessary to prevent contamination by all materials including excessive moisture. No equipment or materials shall be stored in the public right- of-way. All trucks which the Contractor proposes to use that exceed the legal load limit will be required to have overweight permits from the Agency. Loaders used to load spreader trucks shall be equipped with functioning weighing devices with weight read-outs. The weight of each loader bucket added to a spreader truck shall be logged in writing by Contractor’s personnel after each bucket load. Prior to the beginning of slurry operations, Contractor shall furnish, at no cost to the Agency, a current licensed weigh master’s certificate indicating the net weight capacity of the aggregate bin. Contractor shall supply the Engineer with licensed weigh master's certificates of weights for all aggregate delivered to the job during the course of each day. Aggregate so certified as being delivered for use in the contract shall be used only in the slur ry mixture for this contract. Contractor shall also present weigh master's certificates for the amount of such aggregate remaining unused at the completion of the contract at no cost to the Agency. Payment shall be determined by deducting the amount of unused aggregate from the total amount of aggregate delivered, all as shown on the licensed weigh master's certificates. The certificates shall be presented to the Engineer on the same day the aggregate is delivered. Water (excluding that water in the emulsified asphalt) shall be added at a rate of 5 to 10 percent by weight of dry aggregate to ensure proper dispersion of the emulsified asphalt and proper workability, while (1) avoiding excess water which would allow separation and settlement of the aggregate, (2) avoiding insufficient water which would result in balling and coagulation in the mixer, and (3) permitting uncontrolled vehicular traffic as specified herein. The exact rate will be determined by the Contractor based upon field conditions subject to approval of the Engineer. 302-4.6.2.2 Continuous-Flow Mixers. The mixing unit shall be equipped with a fines feeder for addition of accelerator. The spreader box shall be equipped with a suitable drag to erase ridges. A minimum 2 - foot length of burlap material shall be attached to the entire width of the drag. The spreader box shall be equipped with a steering device. The slurry spreader box shall be maintained in a good state of repair at all times. The spreader box main strike off squeegee (rubber) shall be new at the beginning of the contract and shall be maintained in a good state of repair throughout the contract. Equipment shall be available for inspection before the beginning of the contract and again before work is to be accomplished. 302-4.6.4 Aggregate Application Rate. 302-4.6.4.1 General. The first paragraph of Subsection 302-4.6.4.1 of the Standard Specifications is hereby deleted and replaced with the following: The work shall consist of preparation, mixing asphaltic emulsion, aggregate, accelerator and water, and spreading the mixture on the pavement where shown on the plans. Type II slurry shall be applied at a rate yielding between 1,000 and 1,200 square feet per extra long ton. Actual spread rates shall be approved by the Engineer. 302-4.6.4.1.1 Preparation. Slurry shall not be applied over any manhole, valve, survey monument, or miscellaneous frames and covers. Any material used to protect such devices shall be removed and disposed of lawfully by the Contractor. 302-4.6.3 Application Temperature. Section 302-4.6.3 is hereby deleted and replaced with the following: Slurry seal shall be placed only when the ambient temperature is above 50°F and rising. No slurry will be placed during inclement weather or the threat of. Contractor shall bear the responsibility of that may arise from non-cancellation. 302-4.8 Spreading and Application. Each slurry crew shall be composed of a coordinator at the project site at all times, a competent quick-set mixing man, a competent driver, and sufficient laborers for any handwork and cleanup. Prior to commencement of work, Contractor shall perform test sections for review and approval by the Engineer. The area of the test sections shall be at least 5,000 square feet. The section locations shall be in the area of the work, to be specified prior to construction. In no case will the Contractor begin operations until the test sections have adequately cured and he has received written approval by the Engineer. The approved mix design and test section shall be considered the standard for the operation. No slurry seal shall be placed on a wet street or crossing without the Engineer's approval. Intersections and commercial driveways shall be completed in two parts to allow ingress and egress to traffic. Sand may be spread over the fresh slurry only with the permission of the Engineer. Limits of Slurry at Intersections All slurry sealing shall be extended to include the cross walks and paving marking of intersecting streets. All slurried streets shall be swept for two (2) days after slurry is complete, with a third (3) sweeping for residual material 5 days after slurry is complete. Residual material shall be disposed of to a legal disposal site. The cost of cleanup and/or damage caused by vehicles tracking through the slurry seal shall be born solely by the Contractor. 302-4.8.1 Rubber Tire Rolling. Rolling shall be performed with two complete coverages by a 12-ton nine-wheel rubber tired roller with a tire pressure of 50 psi. Rolling shall be performed after slurry and as soon as it sets up enough to support the roller and not pick up on the tires. Areas of shade on the pavement that set up more than 10 minutes later than other areas shall be rolled separately, but as soon as they set up sufficiently to meet the requirements herein. Insufficient rubber-tire rollers to meet these requirements shall be cause for termination of slurry operations until rolling can keep pace with slurry spread. Payment Payment for Bid Item No. 9 “Type II Slurry Seal with 2.5% Latex including Pavement Preparation” shall be included in the contract unit price per square feet (SF). The unit price shall include all site preparation, labor, tools, equipment and incidentals required to complete the work. No additional compensation will be allowed therefore. BID ITEM NO. 10: 3/8" ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) INCLUDING PAVEMENT PREPARATION The contractor shall install 3/8" Asphalt Rubber Aggregate Membrane (ARAM) including pavement preparation, oil sealing, weed kill, and crack seal, per the latest Standard Plans & Specifications for Public Works Construction (Green Book). 302-10 ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) 302-10.1 Application. Add the following before the first paragraph: The Contractor or Subcontractor placing the ARAM shall hold a valid permit to operate from the jurisdictional air quality agency at the time of submission of the Bid and at all times during ARAM placement. Prior to award of the Contract, the Contractor shall submit a copy of the valid permit to the Engineer. The Contractor shall be solely responsible for delays and associated cost increases due to the Contractor’s or its Subcontractor’s failure to maintain a valid permit to operate, and for any cessation in operations ordered by the jurisdictional air quality agency. Prior to application, the existing pavement surface shall be prepared as follows: a) Cracks wider than ¼ inch shall be blown out with compressed air or a leaf blower. b) Weeds within cracks shall be removed. c) A herbicide shall be applied where the weeds were removed. The herbicide shall be “Roundup” by Monsanto or Agency-approved equal. d) The roadway shall be swept with a self-propelled street sweeper or kick broom. Modify the following sentence from the second paragraph: e) Material shall be applied at a rate of 0.3 to 0.6 gallons per square yard as directed by the Engineer. 302-10.2 Screenings. Add the following before the first paragraph. Screening size shall be medium 3/8 inch and cubical in shape unless otherwise specified. Add the following to the fourth paragraph: The Contractor shall perform street sweeping activities immediately after rolling operations and again five (5) working days after ARAM placement. 203-11 ASPHALT RUBBER HOT MIX (ARHM) 203-11.5 Equipment for Production of Asphalt-Rubber. Hand Held Viscometer Test. The Hand Held Viscometer Test shall be conducted by the Contractor or his/her designee as follows: Precautions This test method may involve hazardous materials, operations and equipment. This test method is not supposed to address all the safety issues associated with its use. It is the responsibility of the user of this test method to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Apparatus 1) Viscometer: Haake Model VT-02 rotational viscometer or equivalent 2) Spindle: Rotor No. 1, diameter 24 mm + 0.1 mm, height 53 mm + 0.1 mm or equivalent 3) Thermometer: digital with metal-jacketed probe, 1ºF (1ºC) precision 4) Sample Container: 1 gallon metal can with wire bale 5) Standard Fluids: per fluid manufacturer recommendations calibrate viscometer in absolute viscosity (centipoise) Calibration The viscometer shall be calibrated per manufacturer recommendations. The accuracy of the viscometer shall be verified by comparing the viscosity results obtained with the hand held viscometer to 3 separate calibration fluids of known viscosity ranging from 1000 to 5000 centipoise. The viscometer will be considered accurate if the values obtained are within 300 centipoise of the known viscosity. The known viscosity value shall be based on the fluid manufacturer standard test temperature or the test temperature versus viscosity correlation table provided by the fluid manufacturer. The viscometer calibration may be performed at an offsite laboratory and Certificate of Compliance verifying the calibration shall be provided to the Engineer. Test Procedure 1) Obtain a representative sample of asphalt rubber binder from an appropriate sample valve during production. Prior to sampling, run a one-gallon (4 liter) sample of binder through the sampling valve and discard the sample. Place a clean one-gallon (4 liter) sample can under the sampling valve and fill the container to approximately 85% full. 2) Transport the sample immediately to the testing location. The testing location should be reasonably close to the sampling location to avoid undue temperature loss. The temperature of the binder prior to sampling should be a minimum of 375ºF (190ºC). The sample container shall then be placed on a smooth, level support for testing. 3) The binder shall be continuously stirred using an appropriate metal stirring rod. Use of the temperature probe is permitted. Insert the temperature probe into the binder and check the temperature. Stirring shall continue until the binder reaches a temperature of 375ºF + 5ºF (190ºC + 3ºC). 4) The viscometer spindle shall be cleaned in a suitable solvent and free of any binder material prior to test. While holding the viscometer over the sample container insert the spindle of the viscometer into the sample container near the side of the container and turn the viscometer on. While the spindle is rotating, move the spindle in and out of the binder three times to bring the spindle up the temperature of the binder. Continue stirring the binder. 5) Determine the viscosity of the binder at 375ºF + 5ºF (190ºC + 3ºC) as follows. In one continuous operation, remove the spindle from the binder (after heating), discontinue stirring the binder and immediately insert the spindle back into the center of the binder sample. While holding the viscometer level, watch the needle on the viscometer dial and record the maximum value obtained on the dial. Record the test temperature and maximum viscosity. Subtract 100 centipoise from the maximum value recorded and report this as the viscosity of the asphalt rubber binder. (The viscometer shall be maintained and operated in accordance with the instructions from the manufacturer. However, this test method shall apply if there are any differences in the instructions for determination of the viscosity). 6) Report the following information for the viscosity test; technician performing viscometer test, date and location of plant, asphalt rubber binder supplier, binder test temperature and viscosity, spindle size and rotating speed in revolutions per minute, viscometer model and serial number. NOTE: The equipment shall be approved by the Public Works Inspector prior to use. 203-12 ASPHALT RUBBER AND AGGREGATE MEMBRANE (ARAM) 203-12.2.3 Acceptance. Acceptance of asphalt rubber and screenings shall either be based on testing by Agency for compliance with the Specifications, or by submission of a Certificate of Compliance conforming to 4-1.5, as determined by the Engineer. If the screenings are produced at a plant 50 miles or less from the Work Order site, the Agency may test the screenings at the plant for compliance with the requirements of the Specifications. Testing, except for paving asphalt content, will be performed a minimum of 2 Working Days prior to the start of delivery of screenings to the Work Order site. Testing for paving asphalt content will be performed each day screenings are delivered to the Work Order site. The Engineer may waive the aforementioned testing and require submission of a Certificate of Compliance and supporting test data on screenings delivered to the Work Order site. Submission shall be within 5 Working Days of completion of ARAM placement. If the screenings are produced at a plant greater than 50 miles from the Work Order site, the Contractor shall submit a Certificate of Compliance and supporting test data on screenings delivered to the Work Order site. Submission shall be within 5 Working Days of completion of ARAM placement. The Agency may perform Haake viscometer testing on each of batch Asphalt -Rubber produced. The Engineer may waive the aforementioned testing and require submission a Certificate of Compliance and supporting Haake viscometer test data for each batch of asphalt rubber produced a placed on the Work Order. Submission shall be within 5 Working Days of completion of ARAM placement. The Agency will require Haake viscometer testing of asphalt-rubber binder at the Production Site, if the Production Site is located more than 50 miles from the Project Site. Such testing will be in addition to testing upon arrival to the Project Site and prior to placement. The testing at the Production Site will be performed by a third party testing firm contracted by the Agency. All costs for testing at the Production Site will be deducted from payments due for “Asphalt Rubber Aggregate Membrane (ARAM) including pavement preparation, oil sealing, weed kill, crack seal, complete. OIL SEAL, WEED KILL AND CRACK SEAL All accumulation of oil and foreign materials shall be scraped and removed from the asphalt surface prior to the application of oil seal. Any fresh petroleum deposits should be dried using heat prior to application of oil seal. Oil seal shall be applied per manufacturer’s recommendations. Severity of the petroleum stain should dictate the amount of application. Oil seal should be brushed onto the stained surface insuring the total stain is well covered. Weed Kill. Soil sterilant shall be “Ploy-Bor Chlorate” or “Monbar Chlorate” (U.S. Borax and Chemical Corporation, or approved equal), applied in solution of one (1) pound of chemical to one (1) gallon of water at least 10 days prior to placing the cape seal. The sterilant shall be applied to cracks larger than ¼” with a paddle agitator spray rig. The Contractor shall provide all necessary protection to prevent injury to animals or adjacent plant life and property occasioned by the application of the soil sterilant. The Contractor shall be held responsible for all personal injury or property damage caused by the application or storage of soil sterilant. Crack Seal. Prior to placing the cape seal, all cracks greater than or equal to ¼” in width shall be filled with crack filler, and sprayed with soil sterilant. The pavement surface should be warm, dry, and free of any dust, dirt, and deleterious material before applying the crack sealant. The crack sealant shall be Type “D” Joint Sealant per section 201-3.7 of the Standard Specification and shall be ROADSAVER II by Crafco or approved equal. The Contractor shall submit for approval the material he intends to use for crack sealant two (2) weeks prior to its incorporation into the work. Cracks and pop-outs larger than 1” shall be sealed with D2-SC-800 stockpile mix. Prior to placement of weed kill and crack seal, Contractor shall call for inspection at least forty- eight (48) hours in advance for cleanliness of cracks to be sealed. Payment Payment for Bid Item No. 10 “3/8" Asphalt Rubber Aggregate Membrane (ARAM) including Pavement Preparation” shall include Oil Sealing, Weed Kill and Crack Seal and shall be included in the contract unit price per square feet (SF). The unit price shall include all site preparation, labor, tools, equipment and incidentals required to complete the work. No additional compensation will be allowed therefore. BID ITEM NO. 11: REMOVE AND REPLACE CURB AND GUTTER PER CITY OF AZUSA STANDARD R4-1: The Contractor shall remove and replace Curb and Gutter as shown on the construction drawings per the City of Azusa Standard Plan R4-1. In addition, this Bid Item includes the cost of demolition, hauling and disposal of concrete debris and excess grading spoils. Furthermore, this Bid Item shall include the cost to saw cut the existing curb and gutter and AC pavement, grade and compact the subgrade and the reconstruction of asphalt abutting the curb and gutter per the City of Azusa Standard Plan R11-1. Payment Payment for Bid Item No. 11 “Remove and Replace Curb and Gutter Per City of Azusa Standard Plan R4-1 shall be paid at the contract price per lineal foot (LF) and include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for removing and replacing curb and gutter and no additional compensation will be made therefor. BID ITEM NO. 12: REMOVE AND REPLACE SIDEWALK PER CITY OF AZUSA STANDARD R6-1: The Contractor shall remove and replace the sidewalk listed on the Sidewalk Improvements List as discussed in the Pre-Bid meeting. The new sidewalk shall be constructed per the City of Azusa Standard Plan R6-1 and be ADA compliant. In addition, this Bid Item includes the cost of demolition, hauling and disposal of concrete debris and excess grading spoils. Furthermore, this Bid Item shall include the cost to saw cut the existing sidewalk, and grade and compact the subgrade. Payment Payment for Bid Item No. 12 “Remove and Replace Sidewalk Per City of Azusa Standard R6-1” shall be paid at the contract price per square foot (SF) and include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for removing and replacing sidewalk and no additional compensation will be made therefor. BID ITEM NO. 13: REMOVE AND REPLACE 8” THICK SPANDREL PER CITY OF AZUSA STANDARD R7-1: The Contractor shall remove and replace Spandrel as shown on the construction drawings. The Spandrel shall be constructed per the City of Azusa Standard Plan R7-1. The spandrel shall be constructed integral with the curb and depressed curb adjacent to curb ramp. In addition, this Bid Item includes the cost of demolition, hauling and disposal of concrete debris and excess grading spoils. Furthermore, this Bid Item shall include the cost to saw cut the existing spandrel and AC pavement, grade and compact the subgrade and the reconstruction of asphalt abutting the spandrel per the City of Azusa Standard Plan R11-1. The spandrel shall maintain positive flow without low spots. Payment Payment for Bid Item No. 13 “Remove and Replace Spandrel Per City of Azusa Standard Plan R7-1”, shall be paid at the contract price per square foot (SF) and include but not be limited to, replacing abutting asphalt to new spandrel, furnishing all labor, materials, tools, equipment, and incidentals for removing and replacing spandrel, pull boxes, water meters, valve lids and any other surface utilities within the spandrel. In addition, this bid item shall include the cost to adjust to grade or relocate the aforementioned utilities if deemed necessary by the Engineer and no additional compensation will be made therefor. BID ITEM NO. 14: REMOVE AND REPLACE 8” THICK CROSS GUTTER PER CITY OF AZUSA STANDARD R7-1: The Contractor shall remove and replace Cross Gutter as shown on the construction drawings. The cross gutter shall be constructed per the City of Azusa Standard Plan R7 -1. In addition, this Bid Item includes the cost of demolition, hauling and disposal of concrete debris and excess grading spoils. Furthermore, this Bid Item shall include the cost to saw cut the existing cross gutter and AC pavement, grade and compact the subgrade and the reconstruction of asphalt abutting the cross gutter per the City of Azusa Standard Plan R11-1. The cross gutter shall maintain positive flow without low spots. Payment Payment for Bid Item No. 14 “Remove and Replace Cross Gutter Per City of Azusa Standard Plan R7-1”, shall be paid at the contract price per lineal feet (LF) and include but not be limited to, replacing abutting asphalt to new cross gutter, furnishing all labor, materials, tools, equipment, and incidentals for removing and replacing spandrel, pull boxes, water meters, valve lids and any other surface utilities within the spandrel. In addition, this bid item shall include the cost to adjust to grade or relocate the aforementioned utilities if deemed necessary by the Engineer and no additional compensation will be made therefor. BID ITEM NO. 15: PAINT 8 INCH DIAMETER UTILITY COVERS (BLUE, BLUE/YELLOW, OR YELLOW): The Contractor shall paint the utility covers identified on the plans. The color shall be coordinated with the Azusa Light and Water (ALW) Water Division. Payment Payment for Bid Item No. 15 “Paint 8 Inch Diameter Utility Covers (Blue, Blue/Yellow, or Yellow) shall be paid at the contract unit price per each (EA), and shall include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for painting utility covers. No additional compensation will be made therefor. BID ITEM NO. 16: REMOVE 10" OF ASPHALT, BASE, NATIVE SOIL AND/OR TREE ROOTS REPLACE WITH 2" ASPHALT CONCRETE WEARING COURSE C2 1/2" PG 64-10 OVER 2" ASPHALT CONCRETE BASE B 3/4" PG 64-10 OVER 6" CRUSHED AGGREGATE BASE: The Contractor shall remove the full asphalt section depth for local repairs due to root asphalt uplifts. The work includes saw cutting, asphalt concrete demolition, hauling of demolition debris, excavation and recompaction of subgrade material, 10-inches of unclassified excavation (if necessary), disposal of soil spoils, root pruning, placement and compaction of 6 inches of aggregate base, placement and compaction of 2 inches of Class C2, ½” PG 64-10 over 2 inches of Class B, ¾” PG-64-10. Payment Payment for Bid Item No. 16, shall be paid at the contract unit price per square foot (SF), and shall include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for replacement the full asphalt section in localized repairs. No additional compensation will be made therefor. BID ITEM NO. 17: REMOVE 4" OF ASPHALT, BASE, AND/OR NATIVE, AND REPLACE WITH 2" ASPHALT CONCRETE WEARING COURSE C2 1/2" PG 64 -10 OVER 2" ASPHALT CONCRETE BASE B 3/4" PG 64-10: The Contractor shall remove 4 inches of AC, base or native material and construct 2 inches of Class C2, ½” PG 64-10 over 2 inches of Class B, ¾” PG-64-10 as shown on the approved plans. The new asphalt section shall be constructed over existing base material or native material. The work includes saw cutting, asphalt concrete removal and demolition, hauling of demolition debris, excavation and recompaction of subgrade material or native material, disposal of soil spoils, root pruning, and placement and compaction of 2 inches of Class C2, ½” PG 64-10 over 2 inches of Class B, ¾” PG-64-10. Payment Payment for Bid Item No. 17, shall be paid at the contract unit price per ton (TN), and shall include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals for the removal of 4 inches of asphalt, base or native material and the placement and compaction of 2 inches of Class C2, ½” PG 64-10 over 2 inches of Class B, ¾” PG-64-10. No additional compensation will be made therefor. BID ITEM NO. 18: REMOVE EXISTING CURB, GUTTER AND CURB RAMP, AND CONSTRUCT NEW CURB & GUTTER PER CITY OF AZUSA STANDARD PLAN R4-1: The Contractor shall remove existing curb and gutter and curb ramp, and construct new standard curb and gutter as identified in the Construction drawings. This Bid Item includes the cost of demolition, hauling and disposal of the existing concrete curb and gutter, curb ramp, and their appurtenances, including but not limited to adjusting to grade pull boxes, water meters, valve lids and any other surface utilities within the new concrete improvements. The curb and gutter shall be constructed per City of Azusa Standard Plan R4-1. The asphalt abutting the curb and gutter shall be included in this bid item and shall be reconstructed per City of Azusa Standard R11-1. Payment Measurement and payment for Bid Item No.18, shall be paid at the contract unit price per linear feet (LF) and include but not be limited to, the replacement of curb and gutter and demolishing the existing ADA ramp. In addition, payment for this bid item shall include but not be limited to, replacing abutting asphalt to new curb and gutter, furnishing all labor, materials, tools, equipment, and incidentals for the removal of the existing ramp and the construction of new sidewalk, no additional compensation will be made therefor. BID ITEM NO. 19: REMOVE EXISTING SIDEWALK, CURB & GUTTER, AND CONSTRUCT NEW ADA CURB RAMPS WITH TRUNCATED DOMES P ER LATEST CALTRANS STANDARD PLANS & SPECIFICATIONS, AND REMOVE AND CONSTRUCT ADJOINING CURB & GUTTER PER CITY OF AZUSA STANDARD R4 -1: The Contractor shall remove existing sidewalk, curb and gutter, and construct new ADA curb ramps identified in the construction drawings. This Bid Item includes the cost of demolition, hauling and disposal of the existing concrete sidewalk, curb and gutter, and their appurtenances, including but not limited to pull boxes, water meters, valve lids and any other surface utilities within the new curb ramps. In addition, this bid item shall include the cost of grading, exporting excavation spoils and adjusting to grade or relocating any utilities within the ADA ramp if deemed necessary by the Engineer. The curb ramps shall be constructed per the latest Caltrans Standard Plans & Specifications. The curb and gutter adjoining the curb ramps shall be constructed per City of Azusa Standard Plan R4- 1, and shall be constructed in separate pours. The asphalt abutting the curb ramp curb and gutter shall be included in this bid item and shall be reconstructed per City of Azusa Standard R11-1. The truncated domes shall be Safety Step Truncated Domes Tactile Warning Devices or approved equal; must be yellow in color, surface mounted, and have a 2.35” dome spacing from center to center. Payment Measurement and payment for Bid Item No.19, shall be paid at the contract unit price per each (EA) and include but not be limited to, the replacement of curb and gutter and sidewalk along the length of the ramp and the sidewalk required to transition to the adjoining sidewalks . In addition, payment for this bid item shall include but not be limited to, replacing abutting asphalt to new curb and gutter, furnishing all labor, materials, tools, equipment, and incidentals for the removal and replacement curb ramps, no additional compensation will be made therefor. E 1ST ST 210 39 40 38210 VICINITY MAP PROJECT LOCATION CITY OF AZUSA GENERAL NOTES: 1.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY IT, AND HOLD THE OWNER, AND THE CITY OF AZUSA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT. 2.ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE STANDARD PLANS & SPECIFICATIONS OF THE CITY OF AZUSA LATEST EDITION, AND THE STANDARD PLANS & SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST ADDITION. A COPY SHALL BE ON THE SITE AT ALL TIMES. ALL WORK SHALL BE SUBJECT TO CITY INSPECTOR'S ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION, ANY DAMAGES DONE TO EXISTING FENCES, CURBS, STREETS, DRIVEWAYS, LANDSCAPING AND STRUCTURES, AND EXISTING UTILITIES (NOT ADJUSTED ON PLANS). COST OF RESTORATIONS, IF ANY, SHALL BE THE CONTRACTOR'S ENTIRE EXPENSE. 4.WORKING HOURS SHALL BE FROM 7:00A.M. TO 6:00P.M. MONDAY THROUGH FRIDAY 5.NO WORK IS ALLOWED ON HOLIDAYS 6.FOR ALL WORK IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL PROCURE ALL PERMITS AND LICENSES, PAY ALL CHARGES, FEES AND TAXES, AND GIVE ALL NOTICES NECESSARY AND INCIDENTAL TO THE DUE AND LAWFUL PROSECUTION OF THE WORK. 7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION. 8.DUE TO FEDERAL REGULATIONS TITLE 49, PART 192 (8), GAS COMPANIES MUST MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT AREA. 9.THE CONTRACTOR SHALL HAVE COPIES OT THE PLANS ON THE PROJECT, AND BE FAMILIAR WITH ALL APPLICABLE STANDARDS. 10.ANY REVISIONS OR CHANGES TO THE APPROVED CONSTRUCTION PLANS WILL REQUIRE APPROVAL BY IN WRITING BY THE CITY ENGINEER. 11.CONTRACTOR SHALL KEEP A SET OF REDLINE AS-BUILTS ON THE SITE AT ALL TIMES AND UPDATE DAILY. 12.CONTRACTOR SHALL SUBMIT THE REDLINE AS-BUILTS TO THE CITY ENGINEER ONCE THE PROJECT HAS BEEN COMPLETED. 13.DURING THE COURSE OF THE WORK, PEDESTRIANS, AND VEHICULAR ACCESS MUST BE MAINTAINED AT ALL TIMES. 14.ALL WORK SHALL BE SUBJECT TO THE CITY OF AZUSA INSPECTOR'S AND ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR. 15.ALL EXISTING STRUCTURES AND SUBSTRUCTURES SHOWING ON THESE PLANS ARE FROM AVAILABLE RECORDS IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF SAID STRUCTURES AND SUBSTRUCTURES AND PROTECT THEM IN PLACE WHETHER OR NOT SHOWING ON THESE PLANS. 16.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL SHOW REPORT ALL DISCREPANCIES TO THE CITY ENGINEER PRIOR TO COMMENCING OF WORK. 17.ON COMPLETION OF CONSTRUCTION, ALL DAMAGED OR DESTROYED CENTERLINE TIES OR SURVEY MONUMENTS ARE TO BE RESET AND CORNER RECORDS PREPARED FOR SURVEY MONUMENTS NEED TO BE SUBMITTED TO THE CITY'S ENGINEERING DIVISION PRIOR TO FILING WITH THE COUNTY SURVEYOR IN COMPLIANCE WITH AB1414. THIS MUST BE COMPLETED PRIOR TO CERTIFYING COMPLETION OF THE PROJECT ALL RESTORATIONS OF SURVEY MONUMENTS. 18.THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600, ALL PUBLIC UTILITY COMPANIES, AND OWNERS OF ALL PRIVATE FACILITIES WITHIN THE AREA OF CONSTRUCTION AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF PERFORMING ANY WORK WITHIN SAID AREA. 19.THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS 7 DAYS A WEEK. 24/7 HOUR CONTACT IS ____________________________ WHO CAN BE REACHED AT_______________________. 20.THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR TWO (2) WORKINGS DAYS PRIOR TO COMMENCING WORK. THE NOTIFICATION TO BE CONFIRMED BY THE PUBLIC WORKS INSPECTOR. 21.THE CONTRACTOR SHALL REQUEST AN APPOINTMENT FOR INSPECTION SERVICES TWO (2) WORKINGS DAYS PRIOR TO THE PROPOSED INSPECTION DATE WITH THE PUBLIC WORKS INSPECTOR. THE APPOINTMENT SHALL BE CONFIRMED BY PUBLIC WORKS INSPECTOR. 22.CONTRACTOR SHALL INSTALL CHANGEABLE MESSAGE SIGN(S) (C.M.S.) ONE WEEK PRIOR TO COMMENCING WORK ANNOUNCING CONSTRUCTION START AND END DATES. THE C.M.S. SIGN SHALL REMAIN UNTIL ALL WORK IS COMPLETED. THE NUMBER OF C.M.S. SHALL BE DETERMINED BY THE NUMBER OF DIRECTIONAL VEHICULAR TRAFFIC IMPACTED. 23.CONTRACTOR SHALL BE RESPONSIBLE FOR WATER TESTING OF ROADWAY LIMITS. CITY OF AZUSA WATER DIVISION NOTES: 1.CONTRACTOR SHALL PROTECT-IN-PLACE ALL EXISTING AZUSA LIGHT & WATER (ALW) FACILITIES AND TAKE SOLE RESPONSIBILITY FOR COST INCURRING DUE TO ANY MODIFICATION, RELOCATION, DAMAGE, OR ALTERATION OF EXISTING WATER FACILITIES CAUSED BY THIS PROJECT TO THE SATISFACTION OF ALW. 2.CONTRACTOR IS REQUIRED TO PROVIDE ACCESS TO WATER VALVES AT ALL TIMES. CONTRACTOR IS REQUIRED TO RAISE ALL VALVE CANS, BOXES, METER BOXES TO FINISH GRADE, FLUSH, CLEAN, AND CLEAR OF ALL DEBRIS. 3.CONTRACTOR IS REQUIRED TO ADHERE TO ALL ALW REQUIREMENTS, INCLUDING ALL SPACING AND CLEARANCE REQUIREMENTS BETWEEN UTILITIES PER ALW STANDARDS W-16 & W-19. 4.ALW SHALL BE CONTACTED TO INSPECT ADHERENCE TO ALL REQUIREMENTS. LOCATION MAP CITY OF AZUSA ASPHALT PAVING NOTES: 1.A PRE-PAVING MEETING SHALL BE HELD FORTY-EIGHT (48) HOURS PRIOR TO PAVING. THE CITY OF AZUSA'S PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED FOR ATTENDANCE OF THIS MEETING. 2.NEW PAVEMENT THICKNESS SHALL COMPLY WITH THE CITY OF AZUSA STANDARD R12-1. PAVING LIMITS TO BE DETERMINED BY THE CITY ENGINEER, OR PUBLIC WORKS INSPECTOR 3.ONE (1) OR TWO (2) SACK SLURRY MIX SHALL BE USED FOR BACKFILL PER CITY OF AZUSA STANDARD PLAN R-12. ALL SLURRY BACKFILLS WILL REQUIRE 72 HOURS OF CURE TIME. 4.ASPHALT CONCRETE MIX DESIGN, AND PAVEMENT SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CITY OF AZUSA. 5.UNTREATED BASE BENEATH ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. 6.LONGITUDINAL JOINTS IN THE TOP LAYER SHALL MATCH LANE LINES. 7.FINAL PAVEMENT SECTIONS SHALL BE APPROVED BY THE CITY ENGINEER. THE SOILS ENGINEER SHALL SUBMIT PAVEMENT SECTION RECOMMENDATIONS BASED ON “R” VALUE ANALYSIS OF THE SUBGRADE SOILS, AND CITY APPROVED TRAFFIC INDICES. R-VALUE TEST SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA TESTING 301, OR ASTM D2844 OF THE SUBGRADE SOILS. 8.WORKING HOURS SHALL BE FROM 7:00A.M. TO 6:00P.M. MONDAY THROUGH FRIDAY 9.NO WORK IS ALLOWED ON HOLIDAYS IMPROVEMENT PLAN FOR 2022 RESIDENTIAL ROADWAY REHABILITATION PROJECT CHARTER COMMUNICATIONS 4781 IRWINDALE AVE. IRWINDALE, CA 91706 TEL: 626-430-3331 CONTACT: GEORGE ALVAREZ EMAIL: george.alvarez@chartercom.com SOUTHERN CALIFORNIA GAS COMPANY 9400 OAKDALE AVENUE, SC9331 CHATSWORTH, CA 91311-6511 TEL.: 818-701-2516 FAX: 818-701-3380 CONTACT: SAM SIFUENTES, MANAGER EMAIL: ssifuentes@semprautilities.com OR CONTACT: TERRY HEIMBRUCH, PLANNER EMAIL: theimbruch@SempraUtilities.com SOUTHERN CALIFORNIA EDISON 1241 S. GRAND AVENUE SANTA ANA, CA 92705 TEL: (714)973-5409 OPERATOR: (626)302-1212 CONTACT: WALLACE ZIMMERMAN EMAIL: wally.zimmerman@sce.com OR CONTACT: RODNEY PORTER EMAIL: Rodney.porter@sce.com ATHENS DISPOSAL SERVICES P.O. BOX 60009 CITY OF INDUSTRY, CA 91715 TEL.: 626-336-3636 LA COUNTY PUBLIC WORKS ROAD DEPARTMENT 900 S. FREMONT AVENUE ALHAMBRA, CA 91803 TEL: (626) 458-1700 CONTACT: GEORGE ELLIS EMAIL: gellis@dpw.lacounty.gov FRONTIER COMMUNICATIONS 1400 EAST PHILLIPS BOULEVARD POMONA, CA 91766 CONTACT: JIM BOLLIER TEL:(909)-469-6333 EMAIL: jim.bollier@ftr.com LEVEL 3 COMMUNICATIONS 1025 ELDORADO BOULEVARD BLDG 33A-522 BROOMFIELD, CO 80021 TEL: (720) 888-6482 EMAIL: Level3.NetworkRelocations@level3.com MPOWER COMMUNICATIONS 2698 WHITE ROAD IRVINE, CA 92614 TEL: (949)864-0296 CONTACT: MARK DENNING EMAIL: mdenning@telepacific.com NEXTG NETWORKS INC. 2125 WRIGHT AVENUE SUITE C9 LA VERNE, CA 91750 TEL: (925)876-2060 CONTACT: SHAUNA DESBOIS EMAIL: sdesbois@nextgnetworks.net COUNTY SANITATION DISTRICT PO BOX 4998 WHITTIER, CA 90601 TEL: (562) 699-7411 CONTACT: MARTHA TREMBLAY EMAIL: mtremblay@lacsd.org AZUSA LIGHT AND WATER 729 N. AZUSA AVE. AZUSA, CA 91702 ELECTRIC: TEL.: 626-812-5172 CONTACT: HIEN VUONG (LIGHT) EMAIL: hvuong@ci.azusa.ca.us WATER: TEL.: 626-812-5173 CONTACT: MELISSA BARBOSA (WTR) EMAIL: mbarbosa@ci.azusa.ca.us FOOTHILL TRANSIT 100 S. VINCENT AVE. WEST COVINA, CA 91790 CONTACT: HENRY LOPEZ (626) 931-7225 hlopez@foothilltransit.org LA COUNTY PUBLIC WORKS 900 S. FREMONT AVENUE ALHAMBRA, CA 91803 TEL:(626) 300-3374 CONTACT: HU YI EMAIL: hyi@dpw.lacounty.gov AGENCY & UTILITY INFORMATION 1 2 3 4 6 5 7 8 9 10 CONSTRUCTION NOTES TYPE II SLURRY SEAL WITH 2.5% LATEX INCLUDING PAVEMENT PREPARATION, OIL SEALING, WEED KILL, CRACK FILL. 3/8" ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) INCLUDING PAVEMENT PREPARATION, OIL SEALING, WEED KILL, CRACK FILL. REMOVE 4" OF ASPHALT, BASE, AND/OR NATIVE AND REPLACE WITH 2" ASPHALT CONCRETE WEARING COURSE C2 1/2" PG 64-10 OVER 2" ASPHALT CONCRETE BASE B 3/4" PG 64-10 REMOVE AND REPLACE CURB & GUTTER PER CITY OF AZUSA STANDARD PLAN R4-1. REMOVE & CONSTRUCT ADA CURB RAMPS WITH YELLOW TRUNCATED DOME MAT TYPE PER 2018 REVISED CALTRANS STANDARD PLAN A88A, AND RECONSTRUCT ABUTTING ASPHALT CONCRETE PER CITY OF AZUSA STANDARD PLAN R11-1. REMOVE & CONSTRUCT ADJOINING CURB & GUTTER PER CITY OF AZUSA STANDARD PLAN R4-1. ADJUST UTILITY VALVE TO GRADE, PROVIDE ACCESS TO UTILITY VALVES AT ALL TIMES AND KEEP CLEAN AND CLEAR OF ALL DEBRIS. REMOVE & REPLACE 8”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o. 82136 C Exp. 03/31/2024 E O T A S T R GISTE R E E P R D AI I FLFCA IV I L O R N N E F E SSION A L G I N E RE Rob e r t M i c hae l Delgadill o BASIS OF BEARINGS SHEET TITLE 1 SHEET NO. 2 3 REFERENCES SHEET INDEX TITLE SHEET IMPROVEMENT PLAN STRIPING PLAN 1 2 STRIPING NOTES REMOVE EXISTING & INSTALL 4” YELLOW THERMOPLASTIC LANE LINES DETAIL 2 PER 2018 CALTRANS STANDARDS PLANS A20A. REMOVE EXISTING & INSTALL 50' OF 4” YELLOW THERMOPLASTIC SOLID LINES. NOT USED REMOVE EXISTING & INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. REMOVE EXISTING & INSTALL 12" WHITE LIMIT LINE. REMOVE EXISTING & INSTALL WHITE THERMOPLASTIC CROSSWALK STRIPING PER DETAIL LADDER (2FT. STRIPE & 2FT SPACE) PER CALTRANS STANDARD PLANS A24F. REMOVE EXISTING & INSTALL YELLOW THERMOPLASTIC CROSSWALK STRIPING PER DETAIL LADDER (2FT. STRIPE & 2FT SPACE) PER CALTRANS STANDARD PLANS A24F. INSTALL YELLOW THERMOPLASTIC CROSSWALK STRIPING PER DETAIL LADDER (2FT. STRIPE & 2FT SPACE) PER CALTRANS STANDARD PLANS A24F. REMOVE EXISTING & INSTALL YELLOW THERMOPLASTIC "SLOW", "SCHOOL", AND "XING" PAVEMENT MARKERS 30FT. SPACE BETWEEN PER CALTRANS STANDARD PLANS A24D. INSTALL YELLOW YIELD LIMIT LINE PER CALTRANS STANDARD PLANS A24D REMOVE EXISTING CROSSWALK REPLACE 4" WHITE THERMOPLASTIC ANGLED PARKING STALL IN KIND. SEE PLAN FOR NUMBER OF PARKING STALLS. 3 4 5 6 7 8 9 10 11 12 COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL SHEETS PLANS APPROVAL DATE No. Exp. REG IS T E RED P R O F E S S IO N A L ENG INEER STATE O F C A L I F O R NIA REGISTERED CIVIL ENGINEER CIVIL Dist No. THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR COPIES OF THIS PLAN SHEET. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION THE ACCURACY OR COMPLETENESS OF SCANNED RAISED TRUNCATED DOME CURB RAMP DETAILS RAISED TRUNCATED DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE Min 4'-2" EDGE OF SIDEWALK IF NECESSARY AT RETAINING CURB CASE B SIDEWALK EDGE OF FRONT B B CR OSS WALK IF PROV IDED CROSSWALK IF PROVIDED A A Max Typ1:1 Typ 1:1 Min 4'-2" CASE D SIDEWALK EDGE OF FRONT AREA PLANTING SIDEWALK EDGE OF FRONT Min 4'-2" Min 4'-2" CASE E A A Typ 6" A Max CASE A Min 4'-2" Typ 6" Min 5'-0" A SIDEWALK LAN D ING L ANDI NG F L A R E RAM P F L A R E SIDEWALK SIDEWALKSIDEWALK SIDEWALK DETAIL A Max 1.5% 7.5% Max 7.5% Max 7.5% Max 7.5%7.5% Max 7.5% 1.5% Max Max 1.5% Max 1.5% 1.5% Max Max 1.5% Max 1.5% Max 1.5% T1.5% Max SECTION C-C 1.5% Max7.5% Max T 4'-2" Min SECTION B-B Depress entire sidewalk as required ROUNDED IF NECESSARY RETAINING CURB T1.5% Max7.5% Max 4'-2" Min SECTION A-A ROUNDED TOP OF RAMP C C MaxMax OF SIDEWALK FRONT EDGE CASE C OF SIDEWALK NECESSARY AT EDGE RETAINING CURB IF Min 5'-0" SIDEWALK 7.5%7.5% 1.5% Max 1.5% Max Max 1.5% Max 1.5% CORNER INSTALLATION TYPICAL TWO-RAMP FLARE FLARE CROSSWALK IF PROVIDED CR OSS WALK IF PROV IDEDMin4'-2"RAMPLANDINGSIDEWALK PROVIDE 2'-0" Min OF CURB WHERE A FLARED SIDE OCCURS Min OF CURB PROVIDE 2'-0" SIDE OCCURS WHERE A FLARED CORNER INSTALLATION TYPICAL ONE-RAMP DETAIL B FLARE R A MP FLARE Gutter not shown AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max AT CURB 9.0% Max Typ 6" SIDEWALK EDGE OF FRONT SEE NOTE 8 SEE NOTE 8 TOP OF RAMP AT CURB 9.0% Max 1.5% Max Min 4'-2" 1.5% Max FLOWLINE GUTTER NOTE 8 SEE FLOWLINE GUTTER IF NECESSARY RETAINING CURB FLOWLINE GUTTER See Notes 1 and 3 See Note 1 SPACING CENTER TO CENTER 2.3" Min AND 2.4" Max 0.2" 12-31-19 SIDEWALKSEE NOTE 10 SEE NOTE 10 SEE NOTE 10 See Note 10 NOTE 10 SEE OF SIDEWALK FRONT EDGE AREA PLAN TING Min 4'-2" AREA PLAN TING CURB RETAINING SIDEWALK EDGE OF FRONT CASE F CASE G RAMP) SIDES OF CURB (BOTH RETAINING A A Typ 6" Typ 6" SIDEWALK SIDEWALK Max 7.5% Max 7.5% Max 1.5% Max 1.5% Max 1.5% 4'-2" Min4'-2" Min See Note 4 AT CURB 9.0% MaxMax 1.5% Min 4'-2" SEE NOTE 10SEE NOTE 10 BASE Dia 0.9" Min AND 0.92" Max TOP Dia 0.45" Min AND 0.47" Max GUTTER PAN TRANSITION APPLIES TO ALL CASES TYPICAL GUTTER PAN CURB PAVEMENT NOTE 9 SEE NOTE 8 SEE DETECTABLE FRONT OF GUTTER IN WARNING NOTE 9 SEE TRANSITIONTRANSITION NOTES: 3. 10. 11. 12. 13. 1. 2. 4. 5. 6. 7. 8. 9. RETAINING CURB 6" Min HIGHRETAINING CURB 6" Min HIGH SEE NOTE 10 RAMP SLOPE CURB TO MATCH 3'-0" Typ3'-0" Typ 1.5% Max 1.5% Max 1.5% Max 4'-2" Min 1.5% Max 1.5% Max A A 1.5% Max SIDES OF RAMP) CURB (BOTH RETAINING 1.5% Max covers while maintaining detectable warning width and depth.Detectable warning surface may have to be cut to allow removal of utility owner prior to, or in conjunction with, curb ramp construction.boundaries of the curb ramp will be relocated or adjusted to grade by theUtility pull boxes, manholes, vaults and all other utility facilities within the Sidewalk and ramp thickness, "T", shall be 3•" minimum. Specifications.warning surfaces shall conform to the requirements in the Standarda maximum gap of 1 inch is allowed on each side of the ramp. DetectableDetectable warning surfaces shall extend the full width of the ramp exceptwarning surface that extends the full width and 3'-0" depth of the ramp.unless modified in the Project Plans. Curb ramps shall have a detectableThe detectable warning surface will be a rectangle as shown at back of curb, typical gutter pan slope per Standard Plan A87A.Transition gutter pan slope from 1" of depth for each 2'-0" of width to match Gutter pan slope shall not exceed 1" of depth for each 2'-0" of width.and within 24 inches of the curb ramp shall not be steeper than 1V:20H (5.0%).Counter slopes of adjoining gutters and road surfaces immediately adjacent to streets shall be at the same level.The adjacent surfaces at transitions at curb ramps to walks, gutters, and in Case C and Case F.conform with longitudinal sidewalk slope adjacent to top of the ramp, exceptSide slope of ramp flares vary uniformly from a maximum of 9.0% at curb to in the Project Plans.The ramp portion of the curb ramp is a typical rectangle, unless modified Case G ramp shall be constructed in reversed position.As site conditions dictate, the retaining curb side and the flared side of the be similar to that shown for Detail B.When ramp is located in center of curb return, crosswalk configuration must longitudinally as in Case B or C or may be widened as in Case D.and 4'-2" platform (landing) as shown in Case A, the sidewalk may be depressedIf distance from curb to back of sidewalk is too short to accommodate ramp conform to existing sidewalk, see Project Plans.conditions dictate. For specific site condition configuration, including thethrough Case G curb ramps also may be used at mid block locations, as siteThe case of curb ramps used in Detail A do not have to be the same. Case Afor corner installations similar to those shown in Detail A and Detail B.As site conditions dictate, Case A through Case G curb ramps may be used 20 1 8 S T A N D A R D P LA N A 88 A NO SCALE 1-29-18 A88A Lynn Mowry Rebecca C54415 15 0 May 31, 2018 MARKERS CENTERLINES DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 11 DETAIL 12 DETAIL 13 DETAIL 14 DETAIL 14A DETAIL 19 DETAIL 20 NO PASSING ZONES-TWO DIRECTION DETAIL 21 DETAIL 9 DETAIL 10 LANELINES DETAIL 8 NO PASSING ZONES-ONE DIRECTION 3" 3" DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 3" DETAIL 22 DETAIL 23 2" 2" 3" 3" 2" 2" 8'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 17'-0" 17'-0" 17'-0" 7'-0" 7'-0" 7'-0" 17'-0" 17'-0" 17'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 17'-0" 17'-0" 7'-0" 8'-6" 8'-6" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 36'-0" 36'-0" 36'-0" 24'-0"24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 8'-6" 8'-6" 8'-6" … "-ƒ " 1‡ "-4„ " … "-ƒ " 1‡ "-4„ " DETAIL 3 DELETED (2 LANE HIGHWAYS)(MULTILANE HIGHWAYS) (MULTILANE HIGHWAYS) RETROREFLECTIVE FACE LANELINES (Cont) TYPE C AND TYPE D TYPE G AND TYPE H LEGEND LINES12 TYPE H ONE-WAY YELLOW RETROREFLECTIVE TYPE G ONE-WAY CLEAR RETROREFLECTIVE TYPE D TWO-WAY YELLOW RETROREFLECTIVE TYPE C RED-CLEAR RETROREFLECTIVE DETAIL 4 DELETED DETAIL 7 DELETED DETAIL 10 DELETED DETAIL 20 DELETED DETAIL 17 DELETED DETAIL 14 DELETED DETAIL 13 DELETED DETAIL 23 DELETED 3‡"-4„" 3‡"-4„" 6" YELLOW 6" WHITE 3" 18'-0" 12'-0" 24'-0" LOL LOL 1-26-18 1• " 1• " 1• " 1• " 1• " 1• " LOL LOL LOL LOL DETAIL 14A DELETED 17'-0" 7'-0" 7'-0"8'-6" 48'-0" 8'-6" DETAIL 9A DETAIL 12A 48'-0" 18'-0" 18'-0" 12'-0" NOTE: FOR FREEWAY APPLICATION ONLY SEE NOTE SEE NOTE PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. No. Exp. REG IS T E RED P R O F E S S IO N A L ENG INEER STATE O F C A L I F O R NIACIVIL Atifa Ferouz C80402 3-31-19 20 1 8 S T A N D A R D P LA N A 20 A NO SCALE DEPARTMENT OF TRANSPORTATION STATE OF CALIFORNIA AND TRAFFIC LINES TYPICAL DETAILS PAVEMENT MARKERS A20A May 31, 2018 6" YELLOW 6" WHITE 13 DETAIL 30 DELETED DETAIL 33 DELETED 3‡"-4„" 3‡"-4„" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 36'-0" 36'-0" 17'-0" 7'-0" 17'-0" 8'-6" 100'-0" Min 100'-0" Min 100'-0" Min 100'-0" Min 100'-0" Min 100'-0" Min 100'-0" Min 100'-0" Min LEFT EDGELINES RIGHT EDGELINES INTERSECTIONS 36'-0" 12'-0" 12'-0" 36'-0" 18'-0" 12'-0" 36'-0" 12'-0" 36'-0" 12'-0" 18'-0" LOL LOL LOL LOL LOL LOL LOL LOL LOL LOL LOL LOL 1• " 1• " 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 96'-0" 96'-0" 1• " 1• " TYPICAL 12 '-0" TYPICAL 12 '-0" 1-26-18 DETAIL 28 DETAIL 29 DETAIL 27C DETAIL 24 DETAIL 25 DETAIL 25A DETAIL 26 DETAIL 27 2" 2" 3" DETAIL 27B 2" RIGHT EDGELINE EXTENSION THROUGH MEDIAN ISLANDS DETAIL 30 MARKERS DETAIL 31 3" 3" 2" 2" 3" 3" DETAIL 32 DETAIL 33 2" 2" 2" 2" 3" 3" 3" 3" 3" 3" 3" 3" MARKER DETAILS DETAIL 34 DETAIL 34A DETAIL 35 DETAIL 35A INTERSECTION TREATMENTS 2" 2" 2" 2" 2" 2" 2" 3" 3" 3" 3" 48'-0" 48'-0" 24'-0" 24'-0" 24'-0" 24'-0" MINIMUM 2'-0" 48'-0" 7'-0" 7'-0" 7'-0" 8'-6" 12'-0"12'-0"12'-0"3'-0" 3'-0" 3'-0" 2" MINIMUM 2'-0" 8'-6" 8'-6" 8'-6" 8'-6" … "-ƒ " 1‡ "-4„ " … "-ƒ " 1‡ "-4„ " DETAIL 27A EDGE OF TRAVELED WAY EDGE OF TRAVELED WAY EDGE OF TRAVELED WAY EDGE OF TRAVELED WAY EDGE OF TRAVELED WAY CENTE RLINE INTE RSECTING STREE T DETAIL 27A DELETED EDGE OF TRAVELED WAY (DIVIDED HIGHWAYS) RETROREFLECTIVE FACE LINESLEGEND RETROREFLECTIVE YELLOW TYPE H ONE-WAY RETROREFLECTIVE YELLOW TYPE D TWO-WAY 1• " 1• " 1• " 1• " 1• " 1• " 1• " 1• " RETROREFLECTIVE TYPE RY RED-YELLOW AND TYPE D TYPE RY TYPE H TWO-WAY LEFT TURN LANES PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. No. Exp. REG IS T E RED P R O F E S S IO N A L ENG INEER STATE O F C A L I F O R NIACIVIL Atifa Ferouz C80402 3-31-19 20 1 8 S T A N D A R D P LA N A 20 B NO SCALE DEPARTMENT OF TRANSPORTATION STATE OF CALIFORNIA TRAFFIC LINES TYPICAL DETAILS PAVEMENT MARKERS AND A20B May 31, 2018 2" 2" TYPE G MARKER DETAILS MARKERS DETAIL 36 EXIT RAMP NEUTRAL AREA (GORE) TREATMENT DETAIL 36A ENTRANCE RAMP NEUTRAL AREA (MERGE) TREATMENT DETAIL 37 LANE DROP AT EXIT RAMPS DETAIL 37A DETAIL 37B DETAIL 37C LANE DROP AT INTERSECTIONS short auxiliary lanes where weaving length is critical.* The solid channelizing line shown may be omitted on ENTRANCE RAMP NEUTRAL AREA (ACCELERATION LANE) TREATMENT LINE 8" WHITE 24'-0" 2 4 '-0 " 24'-0 " 1'-0" 6'-0" 24'-0 " 30'-0" 30'-0" 30'-0" 30'-0" 3'-0" 3'-0" 6'-0" * 300'-0" 90'-0" 12'-0" 30'-0" 30'-0" 30'-0" 30'-0" 90'-0" 2" 2" 2" 2" 2" 1‡ "-4„ " … "-ƒ " 3‡"-4„" 3‡"-4„" … "-ƒ " 1‡ "-4„ " 6'-0" 3'-0" 3'-0" 6'-0" 12'-0" 6'-0" 3'-0" 6'-0" 3'-0" 6'-0" 6'-0" 6'-0" EDGE OF TRAVELED WAY (MAINLINE) EDGE OF TRAVELED WAY (RAMP) EDGE OF TRAVELED WAY (MAINLINE) EDGE OF TRAVELED WAY (RAMP) 6" WHITE LINE 6" YELLOW LINE 6" WHITE LINE 6" YELLOW LINE 6" WHITE LINE 8" WHITE LINE EDGE OF TRAVELED WAY (MAINLINE) EDGE OF TRAVELED WAY (RAMP) 6" YELLOW LINE 8" WHITE LINE SEE DETAIL 36 8" WHITE LINE REPEAT AT • MILE INTERVALS THROUGH TRAFFIC 8" WHITE LINE RETROREFLECTIVE FACE LEGEND: 8" WHITE LINE 6" WHITE LINE DETAIL 36B 8" WHITE LINE 8" WHITE LINE 14 TYPE G ONE-WAY CLEAR RETROREFLECTIVE TYPE C RED-CLEAR RETROREFLECTIVE DETAIL 37A DELETED DETAIL 37C DELETED 1-26-18 TYPE RY RED-YELLOW RETROREFLECTIVE TYPE RY TYPE C AND PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. No. Exp. REG IS T E RED P R O F E S S IO N A L ENG INEER STATE O F C A L I F O R NIACIVIL Atifa Ferouz C80402 3-31-19 20 1 8 S T A N D A R D P LA N A 20 C NO SCALE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKERS TYPICAL DETAILS AND TRAFFIC LINES A20C Std PLAN A20B SEE DETAIL 27B Std PLAN A20B SEE DETAIL 25A Std PLAN A20B SEE DETAIL 27B Std PLAN A20A SEE DETAIL 8 OR 9A Std PLAN A20B SEE DETAILS 25A Std PLAN A20B SEE DETAIL 27B Std PLAN A20B SEE DETAIL 25A Std PLAN A20D SEE DETAIL 38B Std PLAN A20D SEE DETAIL 38 May 31, 2018 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 6" WHITE LINE 6" YELLOW LINE 6" WHITE LINE DETAIL 38C DELETED DETAIL 40A DELETED DETAIL 41A DELETED 6" TO 8" 3‡"-4„" 1‡ "-4„ " 1-26-18 6" YELLOW LINE TYPE G ONE-WAY CLEAR RETROREFLECTIVE2" 2" 2" FOR RECESSED INSTALLATION LANE LINE EXTENSIONS THROUGH INTERSECTIONS INTERSECTION LINE TYPE G MARKER DETAILS RETROREFLECTIVE PAVEMENT MARKER MARKERS THROUGH INTERSECTIONS CENTER LINE EXTENSIONS DETAIL FOR RECESSED THERMOPLASTIC TRAFFIC STRIPE RECESSED THERMOPLASTIC NOTES B. A. ROADWAY SURFACE FINISHED ROADWAY SURFACE FINISHED DETAIL 38 DETAIL 38A DETAIL 38B DETAIL 38C CHANNELIZING LINE DETAIL 39 DETAIL 39A BIKE LANE LINE BIKE LANE DETAIL 40 DETAIL 41 DETAIL 40A DETAIL 41A RECESS DETAIL FOR RETROREFLECTIVE PAVEMENT MARKER 3. 2. 1. 24'-0" 24'-0" 24'-0" 24'-0" 200'-0" 8'-0"4'-0" 1'-0" 6'-0" 6'-0"1'-0" 2"-2• " 2"-2• " … " … "-‹ " … "-‹ " below the pavement surface.in recessed pavement shall be 0 to ˆ"The top of the thermoplastic installed pavement marking patterns.See typical traffic line details for … "-ƒ " 4Œ"-4Ž" 4Œ"-4Ž" A SECTION A-A PLAN END OF RECESS MARKER AT EITHER RETROREFLECTIVE PAVEMENT END OF RECESS MARKER AT EITHER RETROREFLECTIVE PAVEMENT Min 1'-0" Min 2'-0" Min 2'-0" 5‰ " ± „ " Var A THROUGH TRAFFIC 8" WHITE LINE 8" WHITE LINE 8" WHITE LINE THERMOPLASTIC MATERIAL 0 TO ˆ" INTERSECTION 6" WHITE LINE See Notes A and B. See Notes 1 and 2. Two-way traffic (Type 2) RETROREFLECTIVE FACE RETROREFLECTIVE FACE TYPE C AND TYPE D TYPE G AND TYPE H STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TYPICAL DETAILS AND TRAFFIC LINES PAVEMENT MARKERS LEGEND RECESSED MARKER NOTES: 0 TO ‰", SEE NOTE 3 pavement surface.shall be 0 to ‰" below themarkers installed in recessesThe top of pavement non-recessed installations.are not to be used forfor recessed installationspavement markers shownThe retroreflective requires a Type 2 recess.pavement markers. Detail 14Ato be used with recesseddetails for marker patternsSee typical traffic line B SECTION B-B PLAN Var END OF RECESS MARKER AT DOWNSTREAM RETROREFLECTIVE PAVEMENT END OF RECESS MARKER AT DOWNSTREAM RETROREFLECTIVE PAVEMENT Min 1'-0" Min 2'-0" 5‰ " ± „ " BB One-way traffic (Type 1) 0 TO ‰", SEE NOTE 3 … "-ƒ " 1‡ "-4„ " 3‡"-4„" TYPE C TYPE C RED-CLEAR RETROREFLECTIVE PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. No. Exp. REG IS T E RED P R O F E S S IO N A L ENG INEER STATE O F C A L I F O R NIACIVIL Atifa Ferouz C80402 3-31-19 20 1 8 S T A N D A R D P LA N A 20 D NO SCALE A20D May 31, 2018 16 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TYPICAL DETAILS FOR CONTRAST STRIPING AND TRAFFIC LINES PAVEMENT MARKERS NOTES: 1.5" TO 2" 6" TO 8" 1.5" TO 2" BLACK WHITE BLACK TYPICAL LANE LINE OR RIGHT EDGE LINE CONTRAST DETAIL OPTION 1 0' TO 2' 6" 0' TO 2' 1' Min 1' Min 0' TO 2' 0' TO 2' See Note 2 BLACK WHITE TYPICAL LANE LINE CONTRAST DETAIL OPTION 2 RETROREFLECTIVE MARKER 2. Detail 9 traffic stripe shown, see project plans for traffic stripe details. PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. No. Exp. REG IS T E RED P R O F E S S IO N A L ENG INEER STATE O F C A L I F O R NIACIVIL Atifa Ferouz C80402 3-31-19 20 1 8 S T A N D A R D P LA N A 20 E 1-26-18 A20E NO SCALE traffic lines typical details.1. See Standard Plans A20A, A20B, A20C, and A20D for pavement markers and May 31, 2018 3'-6"3'-6" 6'-0" 8'-0" TYPE ÎÏ (L) ARROW 3'-6" E DG E O F P AV EM E N T TYPE ÏÎ ARROW D IR E C T ION O F V IEW 5'-6" 8'-6" 9'-0" 7'-3" 9 '-0" TYPE Ï ARROW 10 '-0" 18 '-0" 15 '-0" 13 '-0" 17 '-6" 24 '-0" 24 '-0" 18 '-0" TYPE ÏÎÎ (L) ARROW 2'-0" BIKE LANE ARROW 5'-0" 1'-9" 2'-0" 6" 1'-0" GRID 1'-0" GRID 1'-0" GRID 1'-0" GRID 1'-0" GRID 1'-0" GRID 1'-0" GRID 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0 " 1'-0" 2 0 ^ 6" GRID TYPE Î 18'-0" ARROW TYPE ÏÎÎÎ ARROW TYPE Î 24'-0" ARROW TYPE Î 10'-0" ARROW use mirror image) Right lane drop arrow (For left lane, use mirror image) use mirror image) Minor variations in dimensions DEPARTMENT OF TRANSPORTATION STATE OF CALIFORNIA PAVEMENT MARKINGS ARROWS NOTE: may be accepted by the Engineer. (For Type ÎÏ (R) arrow, (For Type ÏÎÎ (R) arrow, A=25 ftÄ A=31 ftÄ A=15 ftÄ A=36 ftÄ A=27 ftÄ A=14 ftÄ A=42 ftÄ A=33 ftÄ PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. A=3.5 ftÄ 17 1-24-141-24-14 No. Exp. RE G IS T E RED P R O F E S S IO N A L ENG IN EER STATE OF C AL I F O R NIACIVIL Atifa Ferouz C80402 1-26-18 20 1 8 S T A N D A R D P LA N A 24 A A24A NO SCALE 3-31-19 May 31, 2018 TYPE ÎÎ (B) ARROW 6'-0"7'-0" TYPE ÎÎ (L) ARROW 11'-0" 24 '-0" 24 '-0" 24 '-0" 24 '-0" 10'-0" TYPE ÎÎÎ (B) ARROW 1'-0"1'-0" GRID 1'-0"1'-0"1'-0" GRID 1'-0" GRID 1'-0"1'-0" GRID TYPE ÎÎÎ (L) ARROW Minor variations in dimensions STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGSNOTE: may be accepted by the Engineer. (For Type ÎÎ (R) use mirror image)(For Type ÎÎÎ (R) use mirror image) 8'-0" 6'-0" * 14 '-0" 20 '-0" 14 '-0" 1'-4 " 1 '-4 " 1'-0" GRID OF LANE OF LANE 2'-0" x WIDTH 2'-0" x WIDTH RAILROAD CROSSING SYMBOL *width transverse lines. ARROWS AND SYMBOLS A=73 ftÄ A=45 ftÄ A=59 ftÄA=42 ftÄ A=70 ftÄ 70 ftÄ does not include the 2'-0" x variable PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. 20 1 8 S T A N D A R D P LA N A 24 B 18 1-26-18 No. Exp. RE G IS T E RED P R O F E S S IO N A L ENG IN EER STATE OF C AL I F O R NIACIVIL Atifa Ferouz C80402 3-31-19 A24B NO SCALE May 31, 2018 4'-8"4'-8" NUMERALS 8'-0" 4'-11" 8" 8'-0" 8" 8'-0" 8" 4"4"4" DEPARTMENT OF TRANSPORTATION STATE OF CALIFORNIA SYMBOLS AND NUMERALS PAVEMENT MARKINGS A=17.5 ftÄ A=16.5 ftÄ A=19.5 ftÄ PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. DIAMOND SYMBOL 12 '-0" 6 " 3'-3" 1'-0" GRID A=11 ftÄ 10" BICYCLE LOOP DETECTOR SYMBOL 3" 3" 2" 1" GRID 1'-8" 1'-8" 1'-8" 5'-6" A=2 ftÄ Minor variations in dimensions may be acceptedby the Engineer. NOTE: 4" GRID 3'-4" 6'-0" WITHOUT PERSON BIKE LANE SYMBOL A=7 ftÄ 6'-6" 4" GRID 3'-4" WITH PERSON BIKE LANE SYMBOL A=7 ftÄ 2'-8•" 4'-5" 3'-9" 4'-5" 3'-9" 3'-0" WHITE BLUE 6" GRID A (WHITE) =9 ftÄ A (BLUE) =14 ftÄ OF ACCESSIBILITY (ISA) MARKING INTERNATIONAL SYMBOL SHARED ROADWAY BICYCLE MARKING 3'-3" 5'-9" 9'-3" 3'-6" 2'-0" 6" 6" 6" 1" A=11.5 ftÄ ~ 20 1 8 S T A N D A R D P LA N A 24 C 6" GRID 19 No. Exp. RE G IS T E RED P R O F E S S IO N A L ENG IN EER STATE OF C AL I F O R NIACIVIL C80402 1-26-18 Atifa Ferouz A24C NO SCALE 3-31-19 May 31, 2018 4"4" 8"8"8" 4" 8" 4" 8" 4" 8" 4" 8" 4" 8" 4" 8" 4" 8" 4" the height of the characters for low speed roads, butnot more than ten times the height of the characters. The space may be reduced appropriately where there is limited space because of local conditions. NOTES: 3. Minor variations in dimensions may be accepted by the Engineer. connecting segments not to exceed 2" in width.4. Portions of a letter, number or symbol may be separated by A=6 ftÄ 4" 2" XING AHEAD WAIT LANE RIGHT YIELD SCHOOL SIGNAL TURN HERE BIKE SLOW STOP LEFT ITEM ITEM ITEM WORD MARKINGS ITEM PED COMPACT RUNAWAY VEHICLES 21 31 19 6 26 5 23 22 19 24 35 32 24 26 18 10 43 42 DEPARTMENT OF TRANSPORTATION STATE OF CALIFORNIA PAVEMENT MARKINGS WORDS A=5 ftÄ 2" 4"4" 2" A=10 ftÄ 8" 4" A=18 ftÄA=22 ftÄ 8" 4" 8" 4" A=26 ftÄ 8" 4" A=19 ftÄ 8" 4" A=32 ftÄ A=35 ftÄ A=43 ftÄ A=31 ftÄ A=24 ftÄ A=26 ftÄ A=21 ftÄ A=19 ftÄA=23 ftÄA=24 ftÄA=42 ftÄ ftÄ ftÄ ftÄ ftÄ PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. 20 1 8 S T A N D A R D P LA N A 24 D 20 No. Exp. RE G IS T E RED P R O F E S S IO N A L ENG IN EER STATE OF C AL I F O R NIACIVIL Atifa Ferouz C80402 1. If a message consists of more than one word, it mustread "UP", i.e., the first word must be nearest the driver. 2. The space between words must be at least four times 1-26-18 NO SCALE A24D 3-31-19 May 31, 2018 YIELD LINE ISOSCELES TRIANGLES WHITE SERIES OF 3'-0" 2'-0"1'-0" I 2" See Notes 6 and 7 1•" 12 " 12 " NOTES: of the characters for low speed roads, but not more than ten times appropriately where there is limited space because of local conditions. Minor variations in dimensions may be accepted by the Engineer. Portions of a letter, number or symbol may be separated by connectingsegments not to exceed 2" in width. 4. 3. 2. 1. the height of the characters. The space may be reduced ONLY LANE POOL CAR WORD MARKINGS ITEM ITEM CLEAR BUS KEEP BIKE NO FWY 24 14 23 21 17 20 27 22 24 16 A=2 ftÄ 1'-0" WHITE LINE DEPARTMENT OF TRANSPORTATION STATE OF CALIFORNIA PAVEMENT MARKINGS A=14 ftÄ 8" 4" A=22 ftÄ 8" 4" A=21 ftÄ 4" 8" A=27 ftÄ 4" 8" A=24 ftÄ 4" 8" A=23 ftÄ 4" 8" A=20 ftÄ 4" 8" A=24 ftÄ 4" 8" A=16 ftÄ 8" 4" A=17 ftÄ 8" 4" ftÄftÄ PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. LIMIT LINE (STOP LINE) visible to traffic enforcement officials.1'-0" high on a contrasting background and located so that it isThe words "NO PARKING", shall be painted in white letters no less than and A90B. facilities. For typical locations of markings, see Standard Plans A90AThe words "NO PARKING" pavement marking is to be used for parking 6. 5. WORDS, LIMIT AND YIELD LINES 21 No. Exp. RE G IS T E RED P R O F E S S IO N A L ENG IN EER STATE OF C AL I F O R NIACIVIL Atifa Ferouz C80402 If a message consists of more than one word, it must read "UP",i.e., the first word must be nearest the driver. The space between words must be at least four times the height 1-26-18 20 1 8 S T A N D A R D P LA N A 24 E NO SCALE A24E 3-31-19 May 31, 2018 DEPARTMENT OF TRANSPORTATION STATE OF CALIFORNIA PLANS APPROVAL DATE REGISTERED CIVIL ENGINEER Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEETNo.TOTAL SHEETS THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. NOTES: BASIC 1'-0" TO 2'-0" 6'-0" Min Spacings not to exceed 2.5 times width of longitudinal line. 3. 2. 1. 1'-0" TO 5'-0" CONTINENTAL 1'-0" TO 2'-0" 6'-0" Min See Note 1 DIAGONAL 45^6'-0" Min 1'-0" TO 2'-0" 1'-0" TO 2'-0" 1'-0" TO 2'-0" TRIPLE FOUR Min 2'-0" 2'-0" 4'-0" 4'-0" 4'-0" See Note 1 LADDER 6'-0" Min 1'-0" TO 2'-0" 1'-0" TO 2'-0"1'-0" TO 2'-0" 1'-0" TO 5'-0" SEE NOTE 2 1'-0" TO 5'-0" SEE NOTE 2 HIGHER VISIBILITY CROSSWALKS 22 No. Exp. RE G IS T E RED P R O F E S S IO N A L ENG IN EER STATE OF C AL I F O R NIACIVIL Atifa Ferouz C80402 of each lane.Spaces between markings must be placed in wheel tracks schools must be yellow.All crosswalk markings must be white except those near 1-26-18 20 1 8 S T A N D A R D P LA N A 24 F NO SCALE A24F CROSSWALKS PAVEMENT MARKINGS 3-31-19 May 31, 2018 4" AC PAVING Attachment 2 Attachment 3 Attachment 4