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17-0516_UNISPEC CONSTRUCTION, INC._Specifications c �_ F� NCO r[R�a v m S.,IIHn 1770 SLI FOR``�l?, CITY OF SAN JUAN CAPISTRANO SAN JUAN CAPISTRANO, CALIFORNIA e\�,cvEss/o� c� No©. 66448 c(_ EXP. 6-30-18 T Cf V OF CAl�F CONTRACT DOCUMENTS AND SPECIFICATIONS FOR SAN JUAN CAPISTRANO CITY-WIDE BIKEWAY GAP CLOSURE CIP 11203 TABLE OF CONTENTS Page 00 11 16 — NOTICE INVITING BIDS ............................................................................................5 00 21 13 — INSTRUCTIONS TO BIDDERS..................................................................................7 ARTICLE 1. SECURING DOCUMENTS..............................................................................7 ARTICLE 2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS............................7 ARTICLE 3. INTERPRETATION OF DRAWINGS AND DOCUMENTS ..............................7 ARTICLE 4. PRE-BID CONFERENCE ................................................................................8 ARTICLE 5. ADDENDA........................................................................................................8 ARTICLE 6. ALTERNATE BIDS...........................................................................................8 ARTICLE 7. COMPLETION OF BID FORMS ......................................................................8 ARTICLE 8. MODIFICATIONS OF BIDS .............................................................................9 ARTICLE 9. SUBCONTRACTORS......................................................................................9 ARTICLE 10. LICENSING REQUIREMENTS......................................................................9 ARTICLE 11. BID GUARANTEE (BOND) ............................................................................9 ARTICLE 12. IRAN CONTRACTING ACT OF 2010 .......................................................... 10 ARTICLE 13. NONCOLLUSION DECLARATION .............................................................. 10 ARTICLE 14. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION....................................................................................................... 10 ARTICLE 15. BIDDER INFORMATION AND EXPERIENCE FORM ................................. 10 ARTICLE 16. WORKERS' COMPENSATION CERTIFICATION ....................................... 10 ARTICLE 17. SIGNING OF BIDS....................................................................................... 11 ARTICLE 18. SUBMISSION OF SEALED BIDS ................................................................ 11 ARTICLE 19. OPENING OF BIDS ..................................................................................... 11 ARTICLE 20. WITHDRAWAL OF BID................................................................................ 12 ARTICLE 21. BIDDERS INTERESTED IN MORE THAN ONE BID................................... 12 ARTICLE 22. SUBSTITUTION OF SECURITY.................................................................. 12 ARTICLE 23. PREVAILING WAGES ................................................................................. 12 ARTICLE 24. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS ............... 13 ARTICLE 25. INSURANCE REQUIREMENTS .................................................................. 13 ARTICLE 26. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS ..................................................................................................... 13 ARTICLE 27. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES.............................................................................................. 13 ARTICLE 28. PERMIT AND INSPECTION FEE ALLOWANCE......................................... 13 ARTICLE 29. FILING OF BID PROTESTS ........................................................................ 13 ARTICLE 30. BASIS OF AWARD; BALANCED BID.......................................................... 14 -i- TABLE OF CONTENTS TABLE OF CONTENTS (Continued) Page ARTICLE 31. AWARD PROCESS ..................................................................................... 14 ARTICLE 32. EXECUTION OF CONTRACT ..................................................................... 14 ARTICLE33. QUESTIONS ................................................................................................ 15 00 41 43 — BID FORMS.............................................................................................................. 16 ARTICLE 1. INFORMATION ABOUT BIDDER..................................................................26 ARTICLE 2. LIST OF CURRENT PROJECTS (BACKLOG)..............................................29 ARTICLE 3. LIST OF COMPLETED PROJECTS — LAST THREE YEARS.......................30 ARTICLE 4. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE.....................................................................................................31 ARTICLE 5. VERIFICATION AND EXECUTION................................................................32 00 52 13 — CONTRACT..............................................................................................................37 00 61 13 — BOND FORMS..........................................................................................................41 00 72 13 — GENERAL CONDITIONS .........................................................................................50 ARTICLE 1. DEFINED TERMS..........................................................................................50 ARTICLE 2. CONTRACT DOCUMENTS...........................................................................54 ARTICLE 3. PRECONSTRUCTION AND CONSTRUCTION COMMUNICATION ...................................................................................................55 ARTICLE 4. CONTRACT DOCUMENTS: COPIES & MAINTENANCE............................55 ARTICLE 5. EXAMINATION OF DRAWINGS, SPECIFICATIONS AND SITE OFWORK.................................................................................................................55 ARTICLE 6. MOBILIZATION..............................................................................................56 ARTICLE 7. EXISTENCE OF UTILITIES AT THE WORK SITE ........................................57 ARTICLE 8. SOILS INVESTIGATIONS .............................................................................57 ARTICLE 9. SPECIAL PROJECT SITE MAINTENANCE AND PUBLIC CONVENIENCE AND SAFETY .................................................................................... ARTICLE 10. CONTRACTOR'S SUPERVISION ...............................................................58 ARTICLE 11. WORKERS...................................................................................................58 ARTICLE 12. INDEPENDENT CONTRACTORS...............................................................58 ARTICLE 13. SUBCONTRACTS........................................................................................59 ARTICLE 14. VERIFICATION OF EMPLOYMENT ELIGIBILITY.......................................59 ARTICLE 15. REQUESTS FOR SUBSTITUTION..............................................................59 ARTICLE 16. SHOP DRAWINGS ......................................................................................61 ARTICLE 17. SUBMITTALS...............................................................................................61 ARTICLE 18. MATERIALS.................................................................................................61 ARTICLE 19. PERMITS AND LICENSES..........................................................................62 -II- TABLE OF CONENTS TABLE OF CONTENTS (Continued) Page ARTICLE 20. TRENCHES..................................................................................................62 ARTICLE 21. TRAFFIC CONTROL....................................................................................63 ARTICLE 22. DIVERSION OF RECYCLABLE WASTE MATERIALS................................64 ARTICLE 23. REMOVAL OF HAZARDOUS MATERIALS.................................................64 ARTICLE 24. SANITARY FACILITIES ...............................................................................64 ARTICLE 25. AIR POLLUTION CONTROL .......................................................................65 ARTICLE 26. LAYOUT AND FIELD ENGINEERING.........................................................65 ARTICLE 27. TESTS AND INSPECTIONS........................................................................65 ARTICLE 28. PROTECTION OF WORK AND PROPERTY ..............................................66 ARTICLE 29. CONTRACTOR'S MEANS AND METHODS ...............................................66 ARTICLE 30. AUTHORIZED REPRESENTATIVES ..........................................................66 ARTICLE 31. HOURS OF WORK......................................................................................66 ARTICLE 32. PAYROLL RECORDS..................................................................................67 ARTICLE 33. PREVAILING RATES OF WAGES ..............................................................68 ARTICLE 34. PUBLIC WORKS CONTRACTOR REGISTRATION ...................................69 ARTICLE 35. EMPLOYMENT OF APPRENTICES............................................................69 ARTICLE 36. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY .............70 ARTICLE 37. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS ...............71 ARTICLE 38. LABOR/EMPLOYMENT SAFETY................................................................71 ARTICLE 39. INSURANCE ................................................................................................71 ARTICLE 40. FORM AND PROOF OF CARRIAGE OF INSURANCE ..............................74 ARTICLE 41. TIME FOR COMPLETION AND LIQUIDATED DAMAGES .........................76 ARTICLE 42. COST BREAKDOWN AND PERIODIC ESTIMATES ..................................76 ARTICLE 43. PROGRESS ESTIMATES AND PAYMENT.................................................77 ARTICLE 44. SECURITIES FOR MONEY WITHHELD .....................................................78 ARTICLE 45. CHANGES AND EXTRA WORK..................................................................79 ARTICLE 46. FINAL ACCEPTANCE AND PAYMENT.......................................................90 ARTICLE 47. OCCUPANCY ..............................................................................................91 ARTICLE 48. INDEMNIFICATION .....................................................................................92 ARTICLE 49. PROCEDURE FOR RESOLVING DISPUTES.............................................93 ARTICLE 50. CITY'S RIGHT TO TERMINATE CONTRACT.............................................94 ARTICLE 51. WARRANTY AND GUARANTEE OF WORK...............................................97 ARTICLE 52. DOCUMENT RETENTION & EXAMINATION..............................................99 ARTICLE 53. SEPARATE CONTRACTS......................................................................... 100 -III- TABLE OF CONENTS TABLE OF CONTENTS (Continued) Page ARTICLE 54. NOTICE AND SERVICE THEREOF .......................................................... 100 ARTICLE 55. NOTICE OF THIRD PARTY CLAIMS ........................................................ 100 ARTICLE 56. STATE LICENSE BOARD NOTICE........................................................... 100 ARTICLE 57. INTEGRATION........................................................................................... 101 ARTICLE 58. ASSIGNMENT OF CONTRACT................................................................. 101 ARTICLE 59. CHANGE IN NAME AND NATURE OF CONTRACTOR'S LEGAL ENTITY101 ARTICLE 60. ASSIGNMENT OF ANTITRUST ACTIONS ............................................... 101 ARTICLE 61. PROHIBITED INTERESTS ........................................................................ 101 ARTICLE 62. CONTROLLING LAW................................................................................. 102 ARTICLE 63. JURISDICTION; VENUE............................................................................ 102 ARTICLE 64. LAWS AND REGULATIONS...................................................................... 102 ARTICLE 65. PATENTS................................................................................................... 102 ARTICLE 66. OWNERSHIP OF CONTRACT DOCUMENTS.......................................... 102 ARTICLE 67. NOTICE OF TAXABLE POSSESSORY INTEREST..................................102 ARTICLE 68. SURVIVAL OF OBLIGATIONS .................................................................. 102 00 73 13 — SPECIAL CONDITIONS ......................................................................................... 104 01 00 00 — GENERAL REQUIREMENTS................................................................................. 107 EXHIBIT "A„ CHANGE ORDER FORM ........................................................................................ 1 -IV- TABLE OF CONENTS 00 11 16 — NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that the City Council of the City of San Juan Capistrano ("City") invites and will receive sealed Bids up to but not later than 2:00 PM on April 13, 2017 at the office of the City Clerk located at 32400 Paseo Adelanto, San Juan Capistrano, California, for the furnishing to City of all labor, equipment, materials, tools, services, transportation, permits, utilities, and all other items necessary for San Juan Capistrano City-Wide Bikeway Gap Closure (CIP 11203) (the "Project"). 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. The Scope of Work to include the improvement of bikeways throughout the City to improve connectivity, safety, and ridership at the following locations: • Trabuco Creek Bikeway Gap Connection • Rancho Viejo Bikeway Gap Connection • La Novia Bikeway Gap Closure • Camino Capistrano Bikeway Gap Closure • Alipaz Street Bikeway Gap Closure • Descanso Park Bike Comfort Station (Alternative Bid Item) Bids must be submitted on the City's Bid Schedule. A set of paper Contract Documents will be available by 1:OOPM on March 14, 2017 and may be inspected without charge at the Public Works Department, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. Electronic sets of said Contract Documents can viewed online after 1:00 pm on March 14, 2017. Copies of Plans and Specifications may be purchased from Coastal Blue, Corp., 33091 Calle Perfecto, San Juan Capistrano, CA. 92675, (949)240-9911, www.coastalblue.com. 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. 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 San Juan Capistrano as Bid security. The Bid security shall be provided as a guarantee that within five (5) 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. No interest will be paid on funds deposited with City. 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. -5- 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. Pursuant to Labor Code Section 1773, City has obtained the prevailing rate of per diem wages and the prevailing wage rate for holiday and overtime work applicable in Orange County from the Director of the Department of Industrial Relations for each craft, classification, or type of worker needed to execute this contract. A copy of these prevailing wage rates may be obtained via the internet at: www.dir.ca.gov/dlsr/ In addition, a copy of the prevailing rate of per diem wages is available at the City's Clerk's Office and shall be made available to interested parties upon request. The successful Bidder shall post a copy of the prevailing wage rates at each job site. It shall be mandatory upon the Bidder to whom the Contract is awarded, and upon any subcontractors, to comply with all Labor Code provisions, which include but are not limited to the payment of not less than the said specified prevailing wage rates to all workers employed by them in the execution of the Contract, employment of apprentices, hours of labor and debarment of contractors and subcontractors. Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to Bid on, be listed in a Bid, 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. 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. 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. For further information, contact Associate Engineer, Joe Mankawich at (949)487-4313. -6- NOTICE INVITING BIDS 00 21 13— 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 Public Works Department 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 to those contractors who have obtained documents from the City. 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 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 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 documents. If 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 -7- INSTRUCTION TO BIDDERS the City. ARTICLE 4. PRE-PROPOSAL CONFERENCE A Mandatory Pre-Proposal Conference is scheduled for 10:00 AM April 4, 2017 to review the Project conditions. Representatives of the City and consulting engineers, if any, will be present. Questions asked by Bidders at the Pre-Proposal Conference not specifically addressed within the Contract Documents shall be answered in writing, and shall be sent to all Bidders present at the Pre-Proposal Conference. Proposals will not be accepted from any Bidder who did not attend the mandatory Pre-Proposal Conference. 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 Public Works Department 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. Bid 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 -8- INSTRUCTION TO BIDDERS 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 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 Bid 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 Bid, 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 San Juan Capistrano; 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 San Juan Capistrano 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 -9- INSTRUCTION TO BIDDERS 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 otherwise bids to enter into or renew a contract with the 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, 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 _10- INSTRUCTION TO BIDDERS 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. 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 Office of the City Clerk 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 San Juan Capistrano City-Wide Bikeway Gap Closure (CIP 14502) 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. -11- INSTRUCTION TO BIDDERS 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. 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 for the same work unless alternate Bids are specifically called for. A person, firm or corporation that has submitted a sub-Bid to a Bidder, or that has quoted prices of materials to a Bidder, is not thereby disqualified from submitting a sub-Bid or quoting prices to other Bidders. No person, firm, corporation, or other entity may submit a sub-Bid 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 City Clerk'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). -12- INSTRUCTION TO BIDDERS 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 perform 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 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's Public Works Director. In order for a Bidder's protest to be considered valid, the protest must: -13- INSTRUCTION TO BIDDERS 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; 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's Public Works Director or other designated City staff member, shall review the protest, any response from the challenged Bidder(s), and all other relevant information. The Public Works Director 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 Base 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. Regardless of whether the Bidder supplies the required documents and certifications in a timely manner, the Contract time will begin to run twenty (20) working days from the date of the notification. Once the City receives all of the properly drafted and executed documents and certifications from the Bidder, the City shall issue a Notice to Proceed to that Bidder. 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 -14- INSTRUCTION TO BIDDERS forms to be executed by the successful Bidder are included within these Specifications and shall not be detached. ARTICLE 33. QUESTIONS Questions regarding this Notice Inviting Bids may be directed to Associate Engineer, Joe Mankawich at (949) 487-4313 or email at jmankawich@sanjuancapistrano.org 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. -15- INSTRUCTION TO BIDDERS 00 41 43— BID FORMS 1.1 Bid. Bids will be received at the City of San Juan Capistrano Administration Office, 32400 Paseo Adelanto, San Juan Capistrano, California, until 5:00 PM on April 13, 2017. NAME OF BIDDER: To the Honorable City Council of the City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 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: SAN JUAN CAPISTRANO CITY-WIDE BIKEWAY GAP CLOSURE (CIP 14502) 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. 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. -16- BID FORMS A. BID SCHEDULE UNIT OF EST. UNIT ITEM NO. ITEM DESCRIPTION MEASURE QTY. PRICE COST 1. Alipaz Street Signing and LS 1 Striping and AC Ramp Improvements 2. Camino Capistrano Signing LS 1 and Striping 3. La Novia Road Signing and LS 1 Striping and AC Improvements 4. Rancho Viejo Road Signing LS 1 and Striping, Wood Fence Installation and Grind and Overlay 5. Trabuco Creek Road LS 1 Signing and Striping TOTAL UNIT OF EST. UNIT ITEM NO. ALTERNATIVE BID ITEM MEASURE QTY. PRICE COST DESCRIPTION 1. Descanso Park Bike LS 1 Comfort Station The Award will be based on the low bid of the main items. 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 _17_ BID FORMS estimates. Final payment shall be determined by the Engineer from measured quantities of work performed based upon the Unit Price. B. TOTAL BID PRICE: TOTAL BID PRICE BASED ON BID SCHEDULE TOTAL OF UNIT PRICES FOR SAN JUAN CAPISTRANO CITY-WIDE BIKEWAY GAP CLOSURE (CIP 14502) 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. 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 Orange 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. _18_ BID FORMS 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 San Juan Capistrano 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 Bid and the money payable thereon shall become and shall remain the property of the City of San Juan Capistrano. 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 the 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. 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°/x) 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) -19- 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 -20- BID FORMS 1.2 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 San Juan Capistrano, 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, administrators, 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 SAN JUAN CAPISTRANO CITY- WIDE BIKEWAY GAP CLOSURE (CIP 14502) 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. 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 -21- BID FORMS Notary Acknowledgment A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF 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) 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. -22- BID FORMS Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF 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 -23- BID FORMS 1.3 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, 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. CSLB DIR Work to be Name of Location of Contractor Registration % of done by Subcontractor Subcontractor Business License No. Number Work -24- BID FORMS Work to be CSLB DIR Name of Location of Contractor Registration % of done by Subcontractor Subcontractor Business License No. Number Work (Attach additional sheets if necessary) Name of Bidder Signature Name and Title Dated -25- BID FORMS 1.4 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: 61147.02100\20950242.3 _26_ 00 41 43-BID FORMS 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: 13.0 List Trade References: 61147.02100\20950242.3 _27_ 00 41 43-BID FORMS 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] 61147.02100\20950242.3 _28_ 00 41 43-BID FORMS ARTICLE 2. LIST OF CURRENT PROJECTS (BACKLOG) [**Duplicate Page if needed for listing additional current projects.**] Project Description of Completion Date Cost of Bidder's Work Bidder's Work 61147.02100\20950242.3 _29_ 00 41 43-BID FORMS 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 Description of Completion Date Cost of Bidder's Work Bidder's Work 61147.02100\20950242.3 _30_ 00 41 43-BID FORMS 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 Occuring 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. 61147.02100\20950242.3 -31- 00 41 43-BID FORMS 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 61147.02100\20950242.3 _32_ 00 41 43-BID FORMS 1.5 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 [date], at [city], [state]. Name of Bidder Signature Name Title 61147.02100\20950242.3 -33- 00 41 43-BID FORMS 1.6 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. <Month><Year> _34_ 00 41 43—BID FORMS Pipeline Project XXXX 61147.02100\20950242.3 1.7 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, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See httr)://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. Name of Bidder: DIR Registration Number: DIR Registration Expiration: 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 <Month><Year> -35- 00 41 43—BID FORMS Pipeline Project XXXX 61147.02100\20950242.3 1.8 Contractor's Certificate Regarding Workers' Compensation. 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 <Month><Year> -36- 00 41 43—BID FORMS Pipeline Project XXXX 61147.02100\20950242.3 00 52 13— CONTRACT This CONTRACT, No. is made and entered into this day of by and between City of San Juan Capistrano, 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: SAN JUAN CAPISTRANO CITY-WIDE BIKEWAY GAP CLOSURE (CIP 14502) 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. a. 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 Distric's Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within 90 calendar 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. b. 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. C. 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 1.8 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. d. COMPONENT PARTS OF THE CONTRACT. The "Contract Documents" include the following: Notice Inviting Bids Instructions to Bidders Bid Form Bid Bond Designation of Subcontractors 61147.02100\20950242.3 _37_ 00 52 13-CONTRACT 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. e. 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. f. INDEMNIFICATION. Contractor shall provide indemnification and defense as set forth in the General Conditions. g. 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] 61147.02100\20950242.3 -38- SAN JUAN CAPISTRANO CITY-WIDE BIKEWAY GAP CLOSURE(CIP 14502) IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written. CITY OF SAN JUAN CAPISTRANO Name of Contractor By By City Manager Name and Title: Date: License No. Date: (CONTRACTOR'S SIGNATURE MUST BE NOTARIZED AND CORPORATE SEAL AFFIXED, IF APPLICABLE) Approved as to form this day of 20 Attorney for City of San Juan Capistrano END OF CONTRACT 61147.02100\20950242.3 -39- SAN JUAN CAPISTRANO CITY-WIDE BIKEWAY GAP CLOSURE(CIP 14502) Notary Acknowledgment A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF 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 61147.02100\20950242.3 -40- SAN JUAN CAPISTRANO CITY-WIDE BIKEWAY GAP CLOSURE(CIP 14502) 00 61 13— BOND FORMS 1.1 Performance Bond. KNOW ALL PERSONS BY THESE PRESENTS: THAT WHEREAS, the City of San Juan Capistrano, (hereinafter referred to as "City") has awarded to , (hereinafter referred to as the "Contractor") an agreement for Contract No. (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. 61147.02100\20950242.3 -41- 00 61 13-BOND FORMS 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. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK] 61147.02100\20950242.3 _42_ 00 61 13-BOND FORMS IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of 20 (Corporate Seal) 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) 61147.02100\20950242.3 -43- 00 61 13-BOND FORMS Notary Acknowledgment A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF 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. 61147.02100\20950242.3 -44- 00 61 13—BOND FORMS Notary Acknowledgment A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF 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 61147.02100\20950242.3 -45- 00 61 13—BOND FORMS 1.2 Payment Bond (Labor and Materials). KNOW ALL MEN BY THESE PRESENTS That WHEREAS, the City of San Juan Capistrano (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: Contract No. (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 61147.02100\20950242.3 _46_ 00 61 13-BOND FORMS under the bond, nor by any 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. IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of 20 (Corporate Seal) Contractor/ Principal By Title (Corporate Seal) Surety By Attorney-in-Fact (Attach Attorney-in-Fact Certificate) Title 61147.02100\20950242.3 -47- 00 61 13-BOND FORMS Notary Acknowledgment A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF 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. 61147.02100\20950242.3 -48- 00 61 13—BOND FORMS Notary Acknowledgment A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF 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 61147.02100\20950242.3 -49- 00 61 13—BOND FORMS 00 72 13 — 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 Bid 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 Bid ("COP"), or Request for Change ("RFC"). I. City -- The City of San Juan Capistrano. 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. 61147.02100\20950242.3 -50- 00 72 13-GENERAL CONDITIONS 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 Contract 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. 61147.02100\20950242.3 -51- 00 72 13-GENERAL CONDITIONS Y. Engineer, whenever not qualified, shall mean the City Engineer of the City, acting either directly or through properly authorized agents, such 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 promulgated by the Joint Cooperative Committee of the Southern California Chapter American Public Works Association and the Southern California Districts of the Associated General Contractors of California. 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 1 President's Day—Third Monday in February Memorial Day - Last Monday in May Independence Day - July 4 Labor Day - First Monday in September Veteran's Day- November 11 Thanksgiving Day - Fourth Thursday in November Friday after Thanksgiving Christmas Eve— December 24 Christmas Day - December 25 Day After Christmas— December 26 New Year's Eve— December 31 If any Holiday listed above falls on a Saturday, Saturday and the preceding Friday are both Holidays. If the Holiday should fall on a Sunday, Sunday and the following 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 conditions 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. 61147.02100\20950242.3 -52- 00 72 13-GENERAL CONDITIONS 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. 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. ll. 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. 00. Successful Bidder -- The Bidder submitting a responsive Bid to whom the City makes an award. PP.Su tier -- 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. 61147.02100\20950242.3 -53- 00 72 13-GENERAL CONDITIONS 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 the 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 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 61147.02100\20950242.3 -54- 00 72 13-GENERAL CONDITIONS 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 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, 61147.02100\20950242.3 -55- 00 72 13-GENERAL CONDITIONS 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 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. 61147.02100\20950242.3 -56- 00 72 13-GENERAL CONDITIONS 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 positions of these utilities as derived from such records are shown on the Plans. 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, Southern 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 61147.02100\20950242.3 -57- 00 72 13-GENERAL CONDITIONS 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," 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. 61147.02100\20950242.3 -58- 00 72 13-GENERAL CONDITIONS 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. 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. 61147.02100\20950242.3 -59- 00 72 13-GENERAL CONDITIONS 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, process, or article shall rest with the Contractor. The Engineer has the complete and sole 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. 61147.02100\20950242.3 -60- 00 72 13-GENERAL CONDITIONS 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 sign 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 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. 61147.02100\20950242.3 -61- 00 72 13-GENERAL CONDITIONS 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. 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 61147.02100\20950242.3 -62- 00 72 13-GENERAL CONDITIONS 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 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 61147.02100\20950242.3 _63_ 00 72 13-GENERAL CONDITIONS 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. C. The Contractor's representative on the site responsible for traffic control shall produce evidence that he/she has completed training acceptable to the 2014 CAMUTCD. 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 61147.02100\20950242.3 -64- 00 72 13-GENERAL CONDITIONS use of all workers. All toilets and hand washing facilities shall comply with local codes and ordinances. 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, including, but not limited to, those required by the South Coast Air Quality Management District. 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. ARTICLE 25. LAYOUT AND FIELD ENGINEERING All field engineering required for laying out the Work and establishing grades for earthwork 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 its 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 61147.02100\20950242.3 -65- 00 72 13-GENERAL CONDITIONS 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 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 61147.02100\20950242.3 _66_ 00 72 13-GENERAL CONDITIONS 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 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 3:30 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 8.5 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 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, 61147.02100\20950242.3 -67- 00 72 13-GENERAL CONDITIONS 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. C. 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. D. 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. E. 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. F. 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. G. 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 61147.02100\20950242.3 -68- 00 72 13-GENERAL CONDITIONS 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 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. 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 61147.02100\20950242.3 _69_ 00 72 13-GENERAL CONDITIONS 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. 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 insure 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 61147.02100\20950242.3 -70- 00 72 13-GENERAL CONDITIONS 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 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 of 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 61147.02100\20950242.3 -71- 00 72 13-GENERAL CONDITIONS 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, 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. 61147.02100\20950242.3 -72- 00 72 13-GENERAL CONDITIONS 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, 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 f"AII Risk"1 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 61147.02100\20950242.3 -73- 00 72 13-GENERAL CONDITIONS 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 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. 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 61147.02100\20950242.3 -74- 00 72 13-GENERAL CONDITIONS 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 ANIL 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, 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. 61147.02100\20950242.3 -75- 00 72 13-GENERAL CONDITIONS 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 stated 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 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: 61147.02100\20950242.3 _76_ 00 72 13-GENERAL CONDITIONS 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. 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. 61147.02100\20950242.3 _77_ 00 72 13-GENERAL CONDITIONS 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 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 61147.02100\20950242.3 -78- 00 72 13-GENERAL CONDITIONS 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 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. 61147.02100\20950242.3 _79_ 00 72 13-GENERAL CONDITIONS a. Owner Initiated Change. The Contractor must submit a complete cost Bid, 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 Bids 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. e. If the Contractor fails to submit a complete cost Bid 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 61147.02100\20950242.3 _80_ 00 72 13-GENERAL CONDITIONS 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 quantity 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: 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 agencies, 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, 61147.02100\20950242.3 -81- 00 72 13-GENERAL CONDITIONS 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 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 61147.02100\20950242.3 _82_ 00 72 13-GENERAL CONDITIONS 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. 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 61147.02100\20950242.3 _83_ 00 72 13-GENERAL CONDITIONS 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. 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. 61147.02100\20950242.3 -84- 00 72 13-GENERAL CONDITIONS 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 Work, 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. 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; 61147.02100\20950242.3 -85- 00 72 13-GENERAL CONDITIONS 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; 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. 61147.02100\20950242.3 -86- 00 72 13-GENERAL CONDITIONS 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 for: Submittals, drawings, field drawings, Shop Drawings, including submissions of drawings; field inspection; General Superintendence; General administration and preparation of cost Bids, 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. 61147.02100\20950242.3 -87- 00 72 13-GENERAL CONDITIONS 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 Bid 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. 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 61147.02100\20950242.3 _88_ 00 72 13-GENERAL CONDITIONS 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 an 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. 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 61147.02100\20950242.3 -89- 00 72 13-GENERAL CONDITIONS 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) 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 61147.02100\20950242.3 _90_ 00 72 13-GENERAL CONDITIONS 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 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. 61147.02100\20950242.3 _91- 00 72 13-GENERAL CONDITIONS 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; 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. 61147.02100\20950242.3 _92_ 00 72 13-GENERAL CONDITIONS ARTICLE 48. PROCEDURE FOR RESOLVING DISPUTES In accordance with Public Contract Code sections 20104 et seq, and other applicable law, public works claims of $375,000 or less which arise between the Contractor and the City shall be resolved under the following statutory procedure unless the City has elected to resolve the dispute pursuant to Public Contract Code section 10240 et seq. A. All Claims. All claims shall be submitted in writing and accompanied by substantiating documentation. Claims must be filed on or before the date of final payment unless other notice requirements are provided in the contract. "Claim" means a separate demand by the Contractor for (1) a time extension, (2) payment of money or damages arising from work done by or on behalf of the Contractor and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled, or (3) an amount the payment of which is disputed by the City. B. Claims Under $50,000. The City shall respond in writing to the claim within 45 calendar days of receipt of the claim, or, the City may request, in writing, within 30 calendar days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have. If additional information is needed thereafter, it shall be provided upon mutual agreement of the City and the Contractor. The City's written response shall be submitted 15 calendar days after receiving the additional documentation, or within the same period of time taken by the Contractor to produce the additional information, whichever is greater. C. Claims over $50,000 but less than or equal to $375,000. The City shall respond in writing within 60 calendar days of receipt, or, may request in writing within 30 calendar days of receipt of the claim, any additional documents supporting the claim or relating to defenses or claims the City may have against the City. If additional information is needed thereafter, it shall be provided pursuant to mutual agreement between the City and the Contractor. The City response shall be submitted within 30 calendar days after receipt of the further documents, or within the same period of time taken by the Contractor to produce the additional information or documents, whichever is greater. The Contractor shall make these records and documents available at all reasonable times, without any direct charge. D. All Claims. The Contractor will submit the claim justification in the following format: 1. Summary of claim merit and price, and Contract clause 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 (All Related Documents) 3. Chronology of events and correspondence. 4. Analysis of claim merit. 61147.02100\20950242.3 _93_ 00 72 13-GENERAL CONDITIONS 5. Analysis of claim cost. 6. Analysis of time impact analysis in CPM format. 7. Cover letter and certification of validity of the claim. E. All Claims. If the Contractor disputes the City's response, or if the City fails to respond within the statutory time period(s), the Contractor may so notify the City within 15 calendar days of the receipt of the response or the failure to respond, and demand an informal conference to meet and confer for settlement. Upon such demand, the City shall schedule a meet and confer conference within 30 calendar days. F. The Contractor must comply with the claims filing procedures set forth in Government Code sections 900 et seq. for any claim or any portion thereof that remains in dispute, after the meet and confer conference. For purposes of those provisions, the time within which a claim must be filed shall be tolled from the time the Contractor submits the written claim until the time the claim is denied, including any time utilized for the meet and confer conference. Submission of a claim, properly certified, with all required supporting documentation, and written rejection or denial of all or part of the claim by the City, is a condition precedent to any action, proceeding, litigation, suit, general conditions claim, or demand for arbitration by Contractor. G. Government Code Claim. 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 otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City. 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 61147.02100\20950242.3 _94_ 00 72 13-GENERAL CONDITIONS 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: 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. 61147.02100\20950242.3 -95- 00 72 13-GENERAL CONDITIONS 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 the 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: 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 61147.02100\20950242.3 _96_ 00 72 13-GENERAL CONDITIONS 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 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. 61147.02100\20950242.3 -97- 00 72 13-GENERAL CONDITIONS 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. 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, 61147.02100\20950242.3 -98- 00 72 13-GENERAL CONDITIONS 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. 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. 61147.02100\20950242.3 _99_ 00 72 13-GENERAL CONDITIONS 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. 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. 61147.02100\20950242.3 _100- 00 72 13-GENERAL CONDITIONS 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. 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. 61147.02100\20950242.3 -101- 00 72 13-GENERAL CONDITIONS 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 by 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 Orange 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 authorized 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 used 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. 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 reresentations, indemnifications, warranties, and guarantees made in, required by, or given 61147.02100\20950242.3 _102_ 00 72 13-GENERAL CONDITIONS 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. 61147.02100\20950242.3 -103- 00 72 13-GENERAL CONDITIONS 00 73 13 — SPECIAL CONDITIONS 1.1 Engineer of Record. A. For purposes of this Project, the Engineer of Record or Engineer shall be: George Alvarez, City Engineer 1.2 Location of the Project. A. The Project is located along the following roadways: 1. Alipaz Street from Camino del Avion to Orange County Class I Bikeway 2. Camino Capistrano from La Zanja Street to Del Obispo 3. La Novia Road from Via Madrina to San Juan Creek Road 4. Rancho Viejo Road from Ortega Highway to Calle Arroyo 5. Trabuco Creek Road from rancho Viejo Road to the existing Mission Viejo Bike Path B. The general location of the Project is shown on City Drawing No. 1.3 Status of the Project Area and Rights-of-Wavy. 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 Southern 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 61147.02100\20950242.3 -104- 00 73 13-SPECIAL CONDITIONS otherwise affected by the Work. The damage releases will be on a form provided by City. 1.4 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. Other Site Data. The following data are available for inspection at City's office: 1. As-built plans for the existing roadways potentially affected. Copies of these reports, drawings and other materials may be examined at City's office during regular business hours. 1.5 Designation of City's Representative. A. Unless otherwise modified by City, City's Representative shall be Assocaite Engineer, Joe Mankawich. 1.6 Project Retention In accordance with Public Contract Code § 7201, City will withhold 5% of each progress payment as retention on the Project. 1.7 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 500 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. 1.8 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. B. Contractor shall be responsible for providing, at its cost, any temporary utility or facilities necessitated by the utility outage. 61147.02100\20950242.3 -105- 00 73 13-SPECIAL CONDITIONS 1.9 Schedule Constraints. NOT USED. 1.10 Noise Restrictions NOT USED. 1.11 Safety Programs. NOT USED. 1.12 Coordination with Other Contractors. NOT USED. END OF SPECIAL CONDITIONS 61147.02100\20950242.3 _106_ 00 73 13-SPECIAL CONDITIONS 01 00 00 — GENERAL REQUIREMENTS PART 1 -- GENERAL 1.1 DESCRIPTION A. To be added 1.2 RELATED REQUIREMENTS SPECIFIED ELSEWHERE PART 2 -- PRODUCTS (NOT USED) PART 3 -- EXECUTION 3.1 LAYOUT OF WORK AND QUANTITY SURVEYS A. 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. B. 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 shall 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. C. Surveying 1. Accuracy. Degree of accuracy shall be an order high enough to satisfy tolerances specified for the Work and the following: 61147.02100\20950242.3 _107_ 01 00 00-GENERAL REQUIREMENTS (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. (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. D. 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. E. 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. 3.2 SCHEDULE A. Estimated Schedule. Within 14 Days after 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 regluired 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. B. 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. C. 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 61147.02100\20950242.3 -108- 01 00 00-GENERAL REQUIREMENTS 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. 3.3 TEMPORARY FIELD OFFICE NOT USED. OR A. Inspector's Field Office. Contractor shall be responsible for providing the inspector's field office. The office shall be a substantial waterproof construction with adequate natural light and ventilation by means of stock design windows. Door shall have a key type lock or padlock clasp. The office shall have heating and air conditioning and shall be equipped with a telephone, a telephone answering machine, high-speed internet connection, and a fax machine at Contractor's expense. A table satisfactory for the study of plans and two chairs shall be provided by Contractor. Contractor shall provide and pay for adequate electric lights, local telephone service, and adequate heat and air conditioning for the field office until authorized removal. B. Utility Services. Contractor, at its expense, shall arrange for, develop and maintain all utilities, including but not limited to water, electric power, sewage disposal and telephone communications, at the Site to meet the requirements of the Work. C. Sanitation. The Contractor shall provide sanitary facilities for all persons working on the project. These facilities shall be kept clean and shall not be unsightly or produce odors. 3.4 PROTECTION OF WORK AND PROPERTY A. 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 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 monuments are damaged. B. 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. 61147.02100\20950242.3 _109- 01 00 00-GENERAL REQUIREMENTS C. 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. 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. D. 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 specified shall be considered as included in the prices paid for the various contract items of Work, and no additional allowance will be made therefore. E. 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 61147.02100\20950242.3 -110- 01 00 00-GENERAL REQUIREMENTS City shall be entitled to inspect and copy any such documentation, video, or photographs. 3.5 SITE CONDITIONS SURVEYS A. 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. B. 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. C. 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. D. 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 that one week prior to 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-ways, 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. 61147.02100\20950242.3 -1 1 1- 01 00 00-GENERAL REQUIREMENTS 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. E. 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. 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. F. 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. G. Site Surveyor. 61147.02100\20950242.3 -112- 01 00 00-GENERAL REQUIREMENTS 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. H. 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. I. Soils Compaction Testing. 1. All soils compaction testing will be done by a licensed geotechnical engineer furnished by the City. Soils compaction testing will be done for all footings and foundations prior to placement of rebar or concrete. 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 sould be the bottom of the pavement section; and at the top of the aggregate base prior to pavement construction. 3.6 SUBMITTAL REQUIREMENTS FOR MANUALS AND RECORD DRAWINGS A. General. The Contractor shall furnish all materials and perform all Work required for furnishing submittals to City in accordance with Contract Documents. B. 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. 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 61147.02100\20950242.3 -113- 01 00 00-GENERAL REQUIREMENTS 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 I. 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 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. 61147.02100\20950242.3 -114- 01 00 00-GENERAL REQUIREMENTS (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. C. Spare Parts List - The Contractor shall furniish 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. D. 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 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. 61147.02100\20950242.3 -115- 01 00 00-GENERAL REQUIREMENTS 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. E. 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. 3.7 MATERIALS A. 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, 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. 3.8 LOCAL CONDITIONS AND REQUIREMENTS A. 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. 61147.02100\20950242.3 -116- 01 00 00-GENERAL REQUIREMENTS 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. B. 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. C. 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 City's water system used for the purposes of obtaining construction water shall utilize a temporary construction meter and backflow prevention device supplied by the City. The City-furnished backflow prevention device shall be tested immediately after installation and the construction meter and backflow prevention device shall not be placed into service until the backflow prevention device passes such tests. Backflow prevention device testing shall be performed in accordance with the most recent edition of the Manual of Cross- Connection Control as published by the University of Southern California by a person selected from City of San Juan Capistrano "City-Approved Certified Backflow Assembly Testers" list, and test results shall be provided to the Engineer. If the temporary construction meter and backflow prevention device are moved to alternate location(s) during construction, the backflow prevention device shall again be tested as described above immediately after re-installation. 3. For each temporary construction meter requested by the Contractor for the performance of work under this contract, an amount equivalent to the deposit requirement for temporary construction meters listed in the current approved version of the City's Policies and Procedures Manual shall be withheld from the final contract payment until the temporary construction meters are returned. D. Operation of Existing Water Facilities 61147.02100\20950242.3 -117- 01 00 00-GENERAL REQUIREMENTS 1. The Contractor shall not operate any of the existing water systems, including pumps, motors, and hydrants, but shall contact the City two (2) working days in advance with a list and location of the water system facilities that will require operating, opening, stopping, or closure by the City. 2. At the option of the Engineer, the Contractor may be permitted to operate valves for the purpose of making connections to existing mains. The City will perform all notification to existing customers regarding temporary loss of service. 3. Contractor shall submit a request on City's standard form for any shut-down of existing water facilities. E. 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. F. 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. 61147.02100\20950242.3 -118- 01 00 00-GENERAL REQUIREMENTS 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. G. 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. 3.9 ENVIRONMENTAL QUALITY PROTECTION A. Environmental Conditions NOT USED. B. 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. C. Protected Species 61147.02100\20950242.3 -119- 01 00 00-GENERAL REQUIREMENTS 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. D. 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. 61147.02100\20950242.3 -120- 01 00 00-GENERAL REQUIREMENTS 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 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. E. 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. F. Fugitive Dust NOT USED. G. 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. 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. 61147.02100\20950242.3 -121- 01 00 00-GENERAL REQUIREMENTS 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. (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 61147.02100\20950242.3 -122- 01 00 00-GENERAL REQUIREMENTS 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. 61147.02100\20950242.3 -123- 01 00 00-GENERAL REQUIREMENTS (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, district, 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. 61147.02100\20950242.3 -124- 01 00 00-GENERAL REQUIREMENTS (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. (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 61147.02100\20950242.3 _1255_ 01 00 00-GENERAL REQUIREMENTS EXHIBIT "A" CHANGE ORDER FORM elant Cit of San Juan Capistrano Capistrano, Paseo Ad926705 Y p San Juan Capistrano,CA 92675 (949)493-1171 Contract Change Order # Project: Change Order No.: Orig. Contract Amt.: $ Days Contract No.: Contractor: Prev. Appvd. Changes: $ Days Owner: City of San Juan Capistrano This Change: $ Days Revised Contract Amt.: $ Days This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order items for a lump sum price agreed upon between the Contractor and City of San Juan Capistrano, otherwise referred to as Owner. Increase/ Contract Item (Decrease) Time No. Description of Changes in Contract Extension, Amount Days 1 2 Totals $ This Contract Change Order consists of 2 pages and any exhibits attached to this Contract Change Order shall not be part of the Contract Change Order unless specifically initialed by or on behalf of both the Contractor and the City of San Juan Capistrano. Contract Change Order# Page 1 of 2 61147.02100\20950242.3 EXHIBIT"A" Change Order Form The amount of the contract will be increased by the sum of $and the contract time shall be extended by working days. The undersigned Contractor approves the foregoing Change Order # as to the changes, if any, in the contract price specified for each item including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work on account of said Change Order#. The Contractor agrees to furnish all labor and materials and perform all other necessary work, inclusive of the directly or indirectly related to the approved time extension, required to complete the Change order items. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that the Change Order shall be effective when approved by the Owner. Contractor accepts the terms and conditions stated above as full and final settlement of any and all claims arising out of or related to the subject of this Change Order and acknowledges that the compensation (time and cost) set forth herein comprises the total compensation due for the work or change defined in the Change Order, including all impact on any unchanged work. By signing this Change Order, the Contractor acknowledges and agrees that the stipulated compensation includes payment for all Work contained in the Change Order, plus all payment for any acceleration or interruption of schedules, extended overhead costs, delay, and all impact or cumulative impact on all Work under this Contract. The signing of this Change Order acknowledges full mutual accord and satisfaction for the change and that the stated time and/or cost constitute the total equitable adjustment owed the Contractor as a result of the change. The Contractor hereby releases and agrees to waive all rights, without exception or reservation of any kind whatsoever, to file any further claim or request for equitable adjustment of any type, for any reasonably foreseeable cause that shall arise out of, or as a result of, this Change Order and/or its impact on the remainder of the Work under the Contract. Accepted: (Signature)Contractor's Authorized Representative Date Recommended: (Signature)Joe Mankawich,Associate Engineer Date Approved: (Signature)Steve May, Director of Public Works and Utilities Date Item Justification for Change(s) No. 1 2 This Contract Change Order consists of 2 pages and any exhibits attached to this Contract Change Order shall not be part of the Contract Change Order unless specifically initialed by or on behalf of both the Contractor and the City of San Juan Capistrano. Contract Change Order# Page 2 of 2 61147.02100\20950242.3 2 EXHIBIT"A" Change Order Form San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA TECHNICAL SPECIFICATIONS PROJECT MANUAL FOR SAN JUAN CAPISTRANO CITY-WIDE BIKEWAY GAP CLOSURE CIP 11203 CITY OF SAN JUAN CAPISTRANO CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 DATE: MARCH 31, 2017 PREPARED BY: KOA CORPORATION 2141 W. ORANGEWOOD AVENUE ORANGE, CA 92868 San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 000102 PROJECT INFORMATION PART1 GENERAL 1.01 PROJECT IDENTIFICATION A. Project Name: San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502, which includes the following locations: 1. Alipaz Street Bikeway Gap Closure:from Camino Del Avion to Orange County Class I Bikeway. 2. Camino Capistrano Bikeway Gap Closure:from La Zanja Street through Del Obispo Street. 3. La Novia Bikeway Gap Closure:from San Juan Creek Road to Via Madrina. 4. Rancho Viejo Road Bikeway Gap Closure:from Ortega Highway to Calle Arroyo. 5. Trabuco Creek Bikeway Gap Connection:from Rancho Viejo Road to Mission Viejo Bike Path. 6. Alternative Bid Item- Descanso Park B. The Owner, hereinafter referred to as City of San Juan Capistrano. C. City of San Juan Capistrano's Project Manager: Joe Mankawich 1. Public Works Department 2. Address: 32400 Paseo Adelanto. 3. City, State, Zip: San Juan Capistrano, CA 92675. 4. Phone/Fax: Tel.: (949)487-4313 5. E-mail: Imankawich(a�sanivancapistrano.orq. 1.02 P R O J E C T DESCRIPTION A. Summary Project Description: Provide approximately two(2)miles of new Class I, II, and III bikeways within the City of San Juan Capistrano in order to improve bikeway usage, increase safety, and facilitate connectivity throughout the City and neighboring jurisdictions while also providing connections to numerous areas of interest within the City. B. Contract Scope: design, signage, striping, civil engineering work, surveying. C. Contract Terms: Lump sum (fixed price, stipulated sum). 1.03 PROJECT CONSULTANTS(NOT USED) 1.04PR000REMENT TIMETABLE A. See the separate Specifications and Contract Documents issued by the City of San Juan Capistrano for the Procurement Timetable information. 1.05PR000REMENT DOCUMENTS A. Availability of Documents: Complete sets of procurement documents maybe obtained: 1. According to the separate Specifications and Contract Documents issued by the City of San Juan Capistrano. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION PROJECT INFORMATION San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA SECTION 00 0107 SEALS PAGE CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 TEL.: OFFICE: (949)488-0865,EXT.12; CELL: (714) 749-5546 EMAIL:galvarez@sanjauncapistrano.org APPROVED BY: GEORG ALVAREZ, CITY ENGINEER DATE. END OF SEALS PAGE SEALS PAGE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA SECTION 00 0110 TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS 1.01 DIVISION 00--PROCUREMENT AND CONTRACTING REQUIREMENTS A. 00 0101 - Project Title Page B. 00 0102-Project Information C. 00 0107-Seals Page D. 00 0110-Table of Contents E. 00 0115- List of Drawing Sheets F. 00 2113- Instructions to Bidders G. 00 3100-Available Project Information H. 00 4322- Unit Prices Form SPECIFICATIONS 2.01 DIVISION 01 --GENERAL REQUIREMENTS A. 01 1000- Summary B. 01 2300-Alternates C. 01 3000-Administrative Requirements D. 01 3216-Construction Progress Schedule E. 01 3553-Security Procedures F. 01 4000- Quality Requirements G. 014100-Regulatory Requirements H. 01 4216-Definitions I. 01 5000-Temporary Facilities and Controls J. 01 5213-Field Offices and Sheds K. 01 5500-Vehicular Access and Parking L. 01 5813-Temporary Project Signage M. 01 6000- Product Requirements N. 01 6116-Volatile Organic Compound (VOC) Content Restrictions O. 01 7000-Execution and Closeout Requirements P. 01 7419-Construction Waste Management and Disposal Q. 01 7800-Closeout Submittals R. 01 7900- Demonstration and Training S. 01 8100—General Earthwork and Landscape T. 01 8200-Earthwork U. 01 8300—Asphalt Concrete V. 01 8400- Fences W. 01 8500— Miscellaneous Traffic Control Devices X. 01 8600—Signs and Markers Y. 01 8700- Markings Z. 01 8800- Paint 2.02 D I V I S 10 N 02—EXISTINGCONDITIONS A. 02 4100- Demolition TABLE OF CONTENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.10 ATTACHMENTS: A. Attachment A: Dero Fixit B. Attachment B:Anova Bike Rack Model#LBR9PSURF C. Attachment C:Walk Thru Table- Model#BM1430-BM1435 D. Attachment D: Elkway Outdoor EZH2O Bottle Filling Station Tri-Level Pedestal—Model #LK4430BF1U END OF SECTION TABLE OF CONTENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA SECTION 00 0115 LIST OF DRAWING SHEETS CIVIL PLANS: 1 TITLE SHEET 2 GENERALNOTES 3 ALIPAZ STREET 4 CAMINO CAPISTRANO 5 CAMINO CAPISTRANO 6 LA NOVIA ROAD 7 RANCHO VIEJO ROAD 8 TRABUCO CREEK ROAD 9 TRABUCO CREEK ROAD 10 DESCANSO PARK(ALTERNATIVE BID ITEM) END OF SECTION LIST OF DRAWING SHEETS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA SECTION 00 2113 INSTRUCTIONS TO BIDDERS SUMMARY 1 1 DOCUMENT INCLUDES A. See the separate Specifications and Contract Documents issued by the City of San Juan Capistrano. BID SUBMISSION END OF SECTION INSTRUCTION TO BIDDERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 SECTION 00 3100 AVAILABLE PROJECT INFORMATION PART1 GENERAL 1.01 EXISTING CONDITIONS A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders but will not be part of the Contract Documents,as follows: B. Construction Plans for the San Juan Capistrano City-Wide Bikeway Gap Closure Project have been prepared by KOA Corporation. 1. Original copy is available for inspection at City of San Juan Capistrano's offices during normal business hours. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) 3.01 PERMITS A. Permits will be required from the following agencies:. 1. City of San Juan Capistrano Public Works Department END OF SECTION UNIT PRICES FORM San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 00 4322 UNIT PRICES FORM PARTICULARS SEE ATTACHMENT A: SCHEDULE OF VALUES END OF SECTION UNIT PRICES FORM San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 00 011000 SUMMARY PART1 GENERAL 1.01 PROJECT A. Project Name: San Juan Capistrano City Bikeway Gap Closure B. Owner's Name: City of San Juan Capistrano. C. The Project consists of improvements to numerous City bikeways, including Alipaz Street, Camino Capistrano, La Novia Road, Rancho Viejo Road, Trabuco Creek Road and Descanso Park. 1.02 CONTRACT DESCRIPTION A. See the separate Specifications and Contract Documents issued by the City of San Juan Capistrano. 1.03 DESCRIPTION OF ALTERATIONS WORK NOT USED 1.04W0RK BY OWNER NOT USED 1.05 O W N E R OCCUPANCY NOT USED 1.06 C O N T R A C T O R USE OF SITE AND PREMISES NOT USED 1.07 W OR K SEQUENCE. A. Coordinate construction schedule and operations with City of San Juan Capistrano. PART 2 PRODUCTS- NOT USED PART 3 EXECUTION- NOT USED END OF SECTION SUMMARY San Juan Capistrano Public Library Exterior Repairs and Painting CIP 15302 San Juan Capistrano, CA A. See the separate Specifications and Contract Documents issued by the City of San Juan Capistrano. 1.02 SCHEDULE OF VALUES A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to City of San Juan Capistrano for approval. B. Forms filled out by hand will not be accepted. C. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement. D. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify site mobilization. E. Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item. F. Include separately from each line item, a direct proportional amount of Contractor's overhead and profit. G. Revise schedule to list approved Change Orders, with each Application For Payment. PART 2 PRODUCTS- NOT USED PART 3 EXECUTION- NOT USED END OF SECTION SUMMARY San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 2300 ALTERNATES PART1 GENERAL 1.01 SECTION INCLUDES A. Description of Alternates. B. Procedures for pricing Alternates. C. Documentation of changes to Contract Sum and Contract Time. 1.02 RELATED REQUIREMENTS A. Document 00 2113- Instructions to Bidders: Instructions for preparation of pricing for Alternates. 1.03 ACCEPTANCE OF ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at City of San Juan Capistrano's option. Accepted Alternates will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate. 1.04 SCHEDULE OF ALTERNATES A. There currently are no proposed alternates for this project. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION ALTERNATES San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting. B. Site mobilization meeting. C. Progress meetings. D. Construction progress schedule. E. Progress photographs. F. Coordination drawings. G. Submittals for review, information, and project closeout. H. Number of copies of submittals. I. Submittal procedures. 1.02 RELATED REQUIREMENTS A. Document 00 7200 -General Conditions: Dates for applications for payment. B. Document 00 7200 - General Conditions: Duties of the Construction Manager. C. Section 01 7000- Execution and Closeout Requirements: Additional coordination requirements. D. Section 01 7800 -Closeout Submittals: Project record documents. PART 2 PRODUCTS•NOT USED PART 3 EXECUTION 3.01 PRECONSTRUCTION MEETING A. City of San Juan Capistrano will schedule a meeting after Notice of Award. B. Attendance Required: 1. City of San Juan Capistrano. 2. City of San Juan Capistrano. 3. Contractor. C. Agenda: 1. Execution of City of San Juan Capistrano-Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 5. Designation of personnel representing the parties to Contract, KOA Corporation. 6. Procedures and processing of field decisions, submittals, substitutions,applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7. Scheduling. D. Record minutes and distribute copies within two days after meeting to participants,with two copies to City of San Juan Capistrano, City of San Juan Capistrano, participants, and those affected by decisions made. 3.02 SITE MOBILIZATION MEETING A. City of San Juan Capistrano will schedule meeting at the Project site prior to Contractor occupancy. B. Attendance Required: 1. Contractor. 2. City of San Juan Capistrano. 3. City of San Juan Capistrano. 4. Contractor's Superintendent. 5. Major Subcontractors. ADMINISTRATIVE REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA C. Agenda: 1. Use of premises by City of San Juan Capistrano and Contractor. 2. City of San Juan Capistrano's requirements and occupancy prior to completion. 3. Construction facilities and controls provided by City of San Juan Capistrano. 4. Temporary utilities provided by City of San Juan Capistrano. 5. Survey and building layout. 6. Security and housekeeping procedures. 7. Schedules. 8. Application for payment procedures. 9. Procedures for testing. 10. Procedures for maintaining record documents. 11. Requirements for start-up of equipment. 12. Inspection and acceptance of equipment put into service during construction period. D. Record minutes and distribute copies within two days after meeting to participants,with two copies to City of San Juan Capistrano, City of San Juan Capistrano, participants, and those affected by decisions made. 3.03 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum weekly intervals. B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. C. Attendance Required: 1. Contractor. 2. City of San Juan Capistrano. 3. City of San Juan Capistrano. 4. Contractor's Superintendent. 5. Major Subcontractors. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems that impede, or will impede, planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. E. Record minutes and distribute copies within two days after meeting to participants,with two copies to City of San Juan Capistrano, City of San Juan Capistrano,participants,and those affected by decisions made. 3.04 CONSTRUCTION PROGRESS SCHEDULE A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. C. Within 20 days after review of preliminary schedule,submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. D. Within 10 days after joint review, submit complete schedule. ADMINISTRATIVE REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA E. Submit updated schedule with each Application for Payment. 3.05 PROGRESS PHOTOGRAPHS A. Submit photographs with each application for payment,taken not more than 3 days prior to submission of application for payment. B. Maintain one set of all photographs at project site for reference; same copies as submitted, identified as such. C. Photography Type: Digital;electronic files. D. Provide photographs of site and construction throughout progress of Work produced by an experienced photographer, acceptable to City of San Juan Capistrano. E. In addition to periodic, recurring views, take photographs of each of the following events: F. Views: 1. Provide non-aerial photographs from four cardinal views at each specified time, until Date of Substantial Completion. 2. Consult with City of San Juan Capistrano for instructions on views required. 3. Provide factual presentation. 4. Provide correct exposure and focus, high resolution and sharpness,maximum depth of field, and minimum distortion. 5. Point of View Sketch:Provide sketch identifying point of view of each photograph. G. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768,in JPG format; provide files unaltered by photo editing software. 1. Delivery Medium: Via email. 2. File Naming: Include project identification, date and time of view,and view identification. 3. Point of View Sketch: Include digital copy of point of view sketch with each electronic submittal; include point of view identification in each photo file name. 4. PDF File: Assemble all photos into printable pages in PDF format,with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal. 5. Photo CD(s): Provide 1 copy including all photos cumulative to date and PDF file(s), with files organized in separate folders by submittal date. 6. Hard Copy: Printed hardcopy (grayscale)of PDF file and point of view sketch. 3.06 COORDINATION DRAWINGS A. Provide information required by Project Coordinator for preparation of coordination drawings. B. Review drawings prior to submission to City of San Juan Capistrano. 3.07 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. B. Submit to City of San Juan Capistrano for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800- Closeout Submittals. 3.08 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections,submit them for information: 1. Design data. 2. Certificates. 3. Test reports. ADMINISTRATIVE REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. B. Submit for City of San Juan Capistrano's knowledge as contract administrator or for City of San Juan Capistrano. No action will be taken. 3.09 SUBMITTALS FOR PROJECT CLOSEOUT A. Submit Correction Punch List for Substantial Completion. B. Submit Final Correction Punch List for Substantial Completion. C. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 5. Other types as indicated. D. Submit for City of San Juan Capistrano's benefit during and after project completion. 3.10 NUMBER OF COPIES OF SUBMITTALS A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected. B. Samples: Submit the number specified in individual specification sections;one of which will be retained by City of San Juan Capistrano. 1. After review, produce duplicates. 2. Retained samples will not be returned to Contractor unless specifically so stated. 3.11 SUBMITTAL PROCEDURES A. Shop Drawing Procedures: 1. Prepare accurate,drawn-to-scale, original shop drawing documentation by interpreting the Contract Documents and coordinating related Work. 2. Do not reproduce the Contract Documents to create shop drawings. 3. Generic, non-project specific information submitted as shop drawings do not meet the requirements for shop drawings. B. Transmit each submittal with a copy of approved submittal form. C. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. D. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. E. Apply Contractor's stamp, signed or initialed certifying that review,approval,verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. F. Deliver submittals to Construction Manager at business address. G. Schedule submittals to expedite the Project, and coordinate submission of related items. H. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. I. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. J. Provide space for Contractor and City of San Juan Capistrano review stamps. K. When revised for resubmission, identify all changes made since previous submission. L. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. M. Submittals not requested will not be recognized or processed. END OF SECTION ADMINISTRATIVE REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 3216 CONSTRUCTION PROGRESS SCHEDULE PART1 GENERAL 1.01 SECTION INCLUDES A. Preliminary schedule. B. Construction progress schedule, bar chart type. 1.02 RELATED SECTIONS A. Section 01 1000-Summary: Work sequence. 1.03 REFERENCES A. AGC (CPSM)- Construction Planning and Scheduling Manual; Associated General Contractors of America; 2004. B. M-H (CPM)- CPM in Construction Management- Project Management with CPM, O'Brien, McGraw-Hill Book Company; 2006. 1.04 SUBMITTALS A. Within 10 days after date of Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. D. Within 10 days after joint review, submit complete schedule. E. Submit updated schedule with each Application for Payment. 1.05 QUALITY ASSURANCE A. Scheduler: Contractor's personnel or specialist Consultant specializing in CPM scheduling with one years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request. 1.06 SCHEDULE FORMAT A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number. B. Diagram Sheet Size: Maximum 22 x 17 inches or width required. C. Sheet size: Multiples of 11 x 17 inches. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PRELIMINARY SCHEDULE A. Prepare preliminary schedule in the form of a horizontal bar chart. 3.02 CONTENT A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. B. Identify each item by specification section number. C. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month. D. Provide legend for symbols and abbreviations used. 3.03 BAR CHARTS A. Include a separate bar for each major portion of Work or operation. B. Identify the first work day of each week. CONSTRUCTION PROGRESS SCHEDULE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 3.04 NETWORK ANALYSIS A. Prepare network analysis diagrams and supporting mathematical analyses using the Critical Path Method. B. Illustrate order and interdependence of activities and sequence of work; how start of a given activity depends on completion of preceding activities, and how completion of the activity may restrain start of subsequent activities. C. Mathematical Analysis: Tabulate each activity of detailed network diagrams, using calendar dates,and identify for each activity: 1. Preceding and following event numbers. 2. Activity description. 3. Estimated duration of activity,in maximum 15 day intervals. 4. Earliest start date. 5. Earliest finish date. 6. Actual start date. 7. Actual finish date. 8. Latest start date. 9. Latest finish date. 10. Total and free float; float time shall accrue to City of San Juan Capistrano and to City of San Juan Capistrano's benefit. 11. Monetary value of activity, keyed to Schedule of Values. 12. Percentage of activity completed. 13. Responsibility. D. Analysis Program: Capable of compiling monetary value of completed and partially completed activities, accepting revised completion dates, and recomputation of all dates and float. E. Required Reports: List activities in sorts or groups: 1. By preceding work item or event number from lowest to highest. 2. By amount of float, then in order of early start. 3.05 REVIEW AND EVALUATION OF SCHEDULE A. Participate in joint review and evaluation of schedule with City of San Juan Capistrano at each submittal. B. Evaluate project status to determine work behind schedule and work ahead of schedule. C. After review, revise as necessary as result of review, and resubmit within 10 days. 3.06 UPDATING SCHEDULE A. Maintain schedules to record actual start and finish dates of completed activities. B. Indicate progress of each activity to date of revision, with projected completion date of each activity. C. Annotate diagrams to graphically depict current status of Work. D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes. E. Indicate changes required to maintain Date of Substantial Completion. F. Submit reports required to support recommended changes. 3.07 DISTRIBUTION OF SCHEDULE A. Distribute copies of updated schedules to Contractor's project site file, to Subcontractors, suppliers, City of San Juan Capistrano, City of San Juan Capistrano, and other concerned parties. B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules. END OF SECTION CONSTRUCTION PROGRESS SCHEDULE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 3553 SECURITY PROCEDURES PART1 GENERAL 1.01 SECTION INCLUDES A. Security measures including formal security program, entry control, personnel identification, and miscellaneous restrictions. 1.02 RELATED REQUIREMENTS A. Section 01 1000- Summary: use of premises and occupancy. 1.03 SECURITY PROGRAM A. Protect Work, existing premises and City of San Juan Capistrano's operations from theft, vandalism, and unauthorized entry. B. Initiate program at project mobilization. C. Maintain program throughout construction period until City of San Juan Capistrano acceptance precludes the need for Contractor security. 1.04 ENTRY CONTROL A. Restrict entrance of persons and vehicles into Project site and existing facilities. B. Allow entrance only to authorized persons with proper identification. C. Maintain log of workers and visitors, make available to City of San Juan Capistrano on request. D. Contractor shall control entrance of persons and vehicles related to City of San Juan Capistrano's operations. E. Coordinate access of City of San Juan Capistrano's personnel to site in coordination with City of San Juan Capistrano's security forces. 1.05 PERSONNEL IDENTIFICATION A. Provide identification badge to each person authorized to enter premises. B. Badge To Include: Personal photograph, name, assigned number, expiration date and employer. C. Maintain a list of accredited persons, submit copy to City of San Juan Capistrano on request. D. Require return of badges at expiration of their employment on the Work. 1.06 RESTRICTIONS A. Do not allow cameras on site or photographs taken except by written approval of City of San Juan Capistrano. B. Do no work on Sundays. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION SECURITY PROCEDURES San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 4000 QUALITY REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. References and standards. B. Quality assurance submittals. C. Mock-ups. D. Control of installation. E. Tolerances. F. Testing and inspection services. G. Manufacturers'field services. 1.02 RELATED REQUIREMENTS A. Document 00 3100- Available Project Information: Soil investigation data. B. Document 00 7200-General Conditions: Inspections and approvals required by public authorities. C. Section 01 2100- Allowances: Allowance for payment of testing services. D. Section 01 3000- Administrative Requirements: Submittal procedures. E. Section 01 4216- Definitions. F. Section 01 4219- Reference Standards. G. Section 01 6000- Product Requirements: Requirements for material and product quality. 1.03 REFERENCE STANDARDS A. ASTM C1021 -Standard Practice for Laboratories Engaged in Testing of Building Sealants; 2008(Reapproved 2014). B. ASTM C1077-Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation;2014. C. ASTM C1093-Standard Practice for Accreditation of Testing Agencies for Masonry; 2013. D. ASTM D3740-Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2012a. E. ASTM E329- Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection;2014a. F. ASTM E543- Standard Specification for Agencies Performing Nondestructive Testing; 2013. G. IAS AC89- Accreditation Criteria for Testing Laboratories; 2010. 1.04 SUBMITTALS A. Testing Agency Qualifications: 1. Prior to start of Work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer. B. Design Data: Submit for City of San Juan Capistrano's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for City of San Juan Capistrano's information. C. Test Reports: After each test/inspection, promptly submit two copies of report to Elements Architecture, Inc.and to Contractor. 1. Include: a. Date issued. b. Project title and number. c. Name of inspector. d. Date and time of sampling or inspection. QUALITY REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA e. Identification of product and specifications section. f. Location in the Project. g. Type of test/inspection. h. Date of test/inspection. i. Results of test/inspection. j. Conformance with Contract Documents. k. When requested by City of San Juan Capistrano, provide interpretation of results. 2. Test report submittals are for City of San Juan Capistrano's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for City of San Juan Capistrano's information. D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to City of San Juan Capistrano, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data,affidavits, and certifications as appropriate. 2. Certificates may be recent or previous test results on material or product, but must be acceptable to City of San Juan Capistrano. E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation,start-up,adjusting, and finishing,for the City of San Juan Capistrano's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. F. Manufacturer's Field Reports: Submit reports for City of San Juan Capistrano's benefit as contract administrator or for City of San Juan Capistrano. 1. Submit report in duplicate within 30 days of observation to City of San Juan Capistrano for information. 2. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. G. Erection Drawings: Submit drawings for City of San Juan Capistrano's benefit as contract administrator or for City of San Juan Capistrano. 1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. 2. Data indicating inappropriate or unacceptable Work may be subject to action by City of San Juan Capistrano or City of San Juan Capistrano. 1.05 REFERENCES AND STANDARDS A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards,comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code. C. Obtain copies of standards where required by product specification sections. D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion. E. Should specified reference standards conflict with Contract Documents, request clarification from City of San Juan Capistrano before proceeding. F. Neither the contractual relationships,duties, or responsibilities of the parties in Contract nor those of City of San Juan Capistrano shall be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.06 TESTING AND INSPECTION AGENCIES A. Contractor shall employ and pay for services of an independent testing agency to perform other specified testing. B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents. QUALITY REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA C. Contractor Employed Agency: 1. Testing agency: Comply with requirements of ASTM E329,ASTM E543, ASTM C1021,ASTM C1077, ASTM C1093, ASTM D3740, and 2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329. 3. Laboratory Qualifications: Accredited by IAS according to IAS AC89. 4. Laboratory: Authorized to operate in California. 5. Laboratory Staff: Maintain a full time registered Engineer on staff to review services. 6. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program. PART 2 PRODUCTS- NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products,services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from City of San Juan Capistrano before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion,and disfigurement. 3.02 MOCK-UPS NOT USED 3.03 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers'tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from City of San Juan Capistrano before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. 3.04 TESTING AND INSPECTION A. See individual specification sections for testing and inspection required. 8. Testing Agency Duties: 1. Test samples of mixes submitted by Contractor. 2. Provide qualified personnel at site. Cooperate with City of San Juan Capistrano and Contractor in performance of services. 3. Perform specified sampling and testing of products in accordance with specified standards. 4. Ascertain compliance of materials and mixes with requirements of Contract Documents. 5. Promptly notify City of San Juan Capistrano and Contractor of observed irregularities or 6. Perform additional tests and inspections required by City of San Juan Capistrano. 7. Submit reports of all tests/inspections specified. C. Limit's on Testing/Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. QUALITY REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 4. Agency has no authority to stop the Work. D. Contractor Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers'facilities. 3. Provide incidental labor and facilities: a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples. 4. Notify City of San Juan Capistrano and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. 5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. 6. Arrange with City of San Juan Capistrano's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. E. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by City of San Juan Capistrano. F. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor. QUALITY REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 3.05 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation,quality of workmanship, start-up of equipment,test, adjust and balance of equipment as applicable,and to initiate instructions when necessary. B. Submit qualifications of observer to City of San Juan Capistrano 30 days in advance of required observations. 1. Observer subject to approval of City of San Juan Capistrano. C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. 3.06 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of City of San Juan Capistrano, it is not practical to remove and replace the Work, City of San Juan Capistrano will direct an appropriate remedy or adjust payment. END OF SECTION QUALITY REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 4100 REGULATORY REQUIREMENTS PART1 GENERAL 1.01 SUMMARY A. Regulatory Caltrans requirements applicable to this project are the following: B. 28 CFR 35- Department of Justice accessibility regulations relating to State and local governments; current edition. C. 28 CFR 36- Department of Justice accessibility regulations relating to public accommodations; current edition. D. 36 CFR 1191 -Americans with Disabilities Act (ADA)Accessibility Guidelines for Buildings and Facilities;Architectural Barriers Act(ABA)Accessibility Guidelines;current edition. E. 29 CFR 1910- Occupational Safety and Health Standards; current edition;as a work place. F. State of California amendments to some or all of the following. G. City of San Juan Capistrano amendments to some or all of the following. H. Zoning Code: Inyo County. I. Building Standards Administrative Code, Part 1, CBSC, 2012. J. 2013 California Building Code (CBC, Part 2, CBSC (2012 IBC& California Amendments). K. 2013 California Electrical code (CEC), Part 3, CSBC (2008 National Electrical Code& Calfornia Amendments). L. 2013 California Mechanical Code(CMC), Part 3, CBSC 2012 Uniform Mechanical Code& California Amendments. M. 2013 California Plumbing Code, (CPC)Part 6, CSBC (2012 Uniform Plumbing Code& California Amendments). N. 2013 California Energy Code, Part 6, CSBC 2012. 0. 2013 California Historical Building Code, Part 8 2012. P. 2013 California Fire Code, Part 9, CBSC (2009 International Fire Code&California Amendments). Q. 2013 California Green Building Standards Code, Part 11, CGBSC 2012. R. 2013 California Referenced Stadards, Part 12, CSBC 2012. S. Title 19 C.C.R., Public Safety, SFM Regulatons,2012. 1.02 RELATED REQUIREMENTS A. Section 01 4000-Quality Requirements. 1.03 QUALITY ASSURANCE A. Designer Qualifications: Where delegated engineering design is to be performed under the construction contract provide the direct supervision of a Professional Engineer experienced in design of this type of work and licensed in California. PART 2 PRODUCTS- NOT USED PART 3 EXECUTION - NOT USED END OF SECTION REGULATORY REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 014216 DEFINITIONS PART1 GENERAL 1.01 SUMMARY A. Other definitions are included in individual specification sections. 1.02 DEFINITIONS A. Furnish: To supply, deliver, unload, and inspect for damage. B. Install: To unpack, assemble, erect,apply, place, finish, cure, protect, clean,start up,and make ready for use. C. Product: Material, machinery, components, equipment, fixtures, and systems forming the work result. Not materials or equipment used for preparation,fabrication, conveying, or erection and not incorporated into the work result. Products may be new, never before used, or re-used materials or equipment. D. Project Manual: The book-sized volume that includes the procurement requirements(if any),the contracting requirements, and the specifications. E. Provide: To furnish and install. F. Supply: Same as Furnish. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION -NOT USED END OF SECTION DEFINITIONS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS PART1 GENERAL 1.01 SECTION INCLUDES A. Temporary utilities. B. Temporary telecommunications services. C. Temporary sanitary facilities. D. Temporary Controls: Barriers, enclosures, and fencing. E. Security requirements. F. Vehicular access and parking. G. Waste removal facilities and services. H. Project identification sign. I. Field offices. 1.02 RELATED REQUIREMENTS A. Section 01 3553- SECURITY PROCEDURES B. Section 01 5100- Temporary Utilities. C. Section 01 5213- Field Offices and Sheds. D. Section 01 5500- Vehicular Access and Parking. E. Section 01 5813- Temporary Project Signage. 1.03 REFERENCE STANDARDS A. ASTM E84- Standard Test Method for Surface Burning Characteristics of Building Materials; 2014. B. ASTM E90- Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements; 2009. 1.04 TEMPORARY UTILITIES-SEE SECTION 01 5100 NOT USED 1.05 TELECOMMUNICATIONS SERVICES A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization. 1.06 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. Use of existing facilities located at the City Hall Complex is not permitted. C. Maintain daily in clean and sanitary condition. D. At end of construction, return facilities to same or better condition as originally found. 1.07 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas,to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building. C. Provide protection for plants designated to remain. Replace damaged plants. TEMPORARY FACILITIES AND CONTROLS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA D. Protect non-owned vehicular traffic, stored materials, site,and structures from damage. E. Traffic Controls: Provide traffic control as required based on planned construction activities.. 1.08 FENCING A. Construction: Commercial grade chain link fence. B. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks. 1.09 EXTERIOR ENCLOSURES A. Provide temporary insulated weather tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections,and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware and locks. B. Provide temporary roofing as specified in Section 07 01503.19 Preparation for Re-Roofing. 1.10 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as indicated to separate work areas from City of San Juan Capistrano-occupied areas,to prevent penetration of dust and moisture into City of San Juan Capistrano-occupied areas, and to prevent damage to existing materials and equipment. B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces: 1. Insulated to R 13. 2. STC rating of 35 in accordance with ASTM E90. 3. Maximum flame spread rating of 75 in accordance with ASTM E84. C. Paint surfaces exposed to view from City of San Juan Capistrano-occupied areas. 1.11 SECURITY- SEE SECTION 01 3553 A. Provide security and facilities to protect Work, existing facilities,and City of San Juan Capistrano's operations from unauthorized entry,vandalism, or theft. B. Coordinate with City of San Juan Capistrano's security program. 1.12 VEHICULAR ACCESS AND PARKING- SEE SECTION 01 5500 A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles. B. Coordinate access and haul routes with governing authorities and City of San Juan Capistrano. C. Provide and maintain access to fire hydrants,free of obstructions. D. Provide means of removing mud from vehicle wheels before entering streets. E. Designated existing on-site roads may be used for construction traffic. F. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. G. Existing parking areas located at the City Hall Complex may be used for construction parking pending approval from the Owner's Representative. 1.13 WASTE REMOVAL A. See Section 01 7419- Construction Waste Management and Disposal,for additional requirements. B. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. C. Provide containers with lids. Remove trash from site periodically. D. If materials to be recycled or re-used on the project must be stored on-site,provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. TEMPORARY FACILITIES AND CONTROLS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA E. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids. 1.14 PROJECT SIGNS-SEE SECTION 01 5813 1.15 FIELD OFFICES- SEE SECTION 01 5213 A. Office: Weathertight,with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack and drawing display table. B. Provide space for Project meetings, with table and chairs to accommodate 6 persons. C. Locate offices a minimum distance of 30 feet from existing and new structures. 1.16 REMOVAL OF UTILITIES, FACILITIES,AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing facilities used during construction to original condition. E. Restore new permanent facilities used during construction to specified condition. PART 2 PRODUCTS- NOT USED PART 3 EXECUTION - NOT USED END OF SECTION TEMPORARY FACILITIES AND CONTROLS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA FIELD OFFICES AND SHEDS PART1 GENERAL 1.01 SECTION INCLUDES A. Temporary field offices for use of Contractor. B. Maintenance and removal. 1.02 RELATED REQUIREMENTS A. Section 01 1000- Summary: use of premises and responsibility for providing field offices. B. Section 01 5000- Temporary Facilities and Controls: 1. Temporary telecommunications services for administrative purposes. 2. Temporary sanitary facilities required by law. C. Section 01 5000: Parking and access to field offices. 1.03 USE OF EXISTING FACILITIES A. Designated existing spaces maybe used for field offices:As directed by the Owner's Representative. B. Existing facilities shall not be used for field offices. 1.04 USE OF PERMANENT FACILITIES A. When permanent facilities are enclosed with operable utilities,relocate offices into building, with written agreement of City of San Juan Capistrano, and remove temporary buildings. B. Permanent facilities shall not be used for field offices. PART 2 PRODUCTS 2.01 MATERIALS,EQUIPMENT, FURNISHINGS A. Materials, Equipment, Furnishings: Serviceable, new or used, adequate for required purpose. 2.02 CONSTRUCTION A. Portable or mobile buildings, or buildings constructed with floors raised above ground, securely fixed to foundations,with steps and landings at entrance doors. B. Construction: Structurally sound, secure, weather tight enclosures for office. Maintain during progress of Work; remove when no longer needed. C. Temperature Transmission Resistance of Floors,Walls, and Ceilings: Compatible with occupancy requirements. D. Exterior Materials: Weather resistant,finished in one color. E. Interior Materials in Offices: Sheet type materials for walls and ceilings, prefinished or painted;resilient floors and bases. F. Lighting for Offices: 50 fc at desk top height, exterior lighting at entrance doors. G. Fire Extinguishers: Appropriate type fire extinguisher at each office. 2.03 ENVIRONMENTAL CONTROL A. Heating, Cooling, and Ventilating: Automatic equipment to maintain comfort conditions. 2.04 CONTRACTOR OFFICE AND FACILITIES A. Size: For Contractor's needs and to provide space for project meetings. B. Telephone: As specified in Section 01 5000. C. Furnishings in Meeting Area: Conference table and chairs to seat at least eight persons; racks and files for Contract Documents, submittals, and project record documents. D. Other Furnishings: Contractor's option. E. Equipment: Six adjustable band protective helmets for visitors,one 10 inch outdoor weather thermometer and vests. FIELD OFFICES AND SHEDS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 2.05 OWNER AND ARCHITECT/ENGINEER OFFICE PART 3 EXECUTION 3.01 PREPARATION A. Fill and grade sites for temporary structures to provide drainage away from buildings. 3.02 INSTALLATION A. Install office spaces ready for occupancy 15 days after date fixed in Notice to Proceed. B. Parking: Two hard surfaced parking spaces for use by City of San Juan Capistrano and City of San Juan Capistrano, connected to office by hard surfaced walk. C. Employee Residential Occupancy: Not allowed on City of San Juan Capistrano's property. 3.03 MAINTENANCE AND CLEANING A. Weekly janitorial services for offices; periodic cleaning and maintenance for offices. B. Maintain approach walks free of mud, water, and snow. 3.04 REMOVAL A. At completion of Work remove buildings, foundations, utility services, and debris. Restore areas. END OF SECTION FIELD OFFICES AND SHEDS City Hall Complex Issued For Bid: October 7,2015 Exterior Siding and Roof Repair CIP 15305 San Juan Capistrano, CA SECTION 01 5500 VEHICULAR ACCESS AND PARKING PART1 GENERAL 1.01 SECTION INCLUDES A. Access roads. B. Parking. C. Existing pavements and parking areas. D. Permanent pavements and parking facilities. E. Construction parking controls. F. Flag persons. G. Flares and lights. H. Haul routes. I. Traffic signs and signals. J. Maintenance. K. Removal, repair. L. Mud from site vehicles. 1.02 RELATED REQUIREMENTS A. Section 01 1000- Summary: access to site,work sequence, and occupancy. B. Section 31 2200- Grading: Specifications for earthwork and paving bases. PART 2 PRODUCTS 2.01 MATERIALS A. Temporary Construction: Contractor's option. B. Materials for Permanent Construction: As specified in product specification sections, including earthwork, paving base, and topping. 2.02 SIGNS,SIGNALS,AND DEVICES A. Stock Post Mounted and Wall Mounted Traffic Control and Informational Signs: 1. Products: a. Brimar Industries, Inc.; As selected by Contractor: www.safetysign.com. b. Substitutions: See Section 01 6000- Product Requirements. B. Post Mounted and Wall Mounted Traffic Control and Informational Signs: Specified in Section 01 5813- Temporary Project Signage. C. Traffic Cones and Drums, Flares and Lights: As approved by local jurisdictions. D. Flag Person Equipment: As required by local jurisdictions. PART 3 EXECUTION 3.01 PREPARATION A. Clear areas, provide surface and storm drainage of road, parking, area premises, and adjacent areas. 3.02 ACCESS ROADS A. Use of designated existing on-site streets and driveways for construction traffic is permitted. B. Tracked vehicles not allowed on paved areas. C. Extend and relocate as Work progress requires, provide detours as necessary for unimpeded traffic flow. D. Location as approved by City of San Juan Capistrano. E. Provide unimpeded access for emergency vehicles. Maintain 20 foot width driveways with turning space between and around combustible materials. F. Provide and maintain access to fire hydrants free of obstructions. VEHICULAR ACCESS AND PARKING San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 3.03 PARKING A. Use of designated areas of existing parking facilities by construction personnel is permitted. B. Arrange for temporary parking areas to accommodate use of construction personnel. C. When site space is not adequate,provide additional off-site parking. D. Locate as approved by City of San Juan Capistrano. 3.04 PERMANENT PAVEMENTS AND PARKING FACILITIES A. Avoid traffic loading beyond paving design capacity. Tracked vehicles not allowed. 3.05 CONSTRUCTION PARKING CONTROL A. Control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations. B. Monitor parking of construction personnel's vehicles in existing facilities. Maintain vehicular access to and through parking areas. C. Prevent parking on or adjacent to access roads or in non-designated areas. 3.06 FLAG PERSONS A. Provide trained and equipped flag persons to regulate traffic when construction operations or traffic encroach on public traffic lanes. 3.07 FLARES AND LIGHTS A. Use flares and lights during hours of low visibilityto delineate traffic lanes and to guide traffic. 3.08 HAUL ROUTES A. Consult with authority having jurisdiction, establish public thoroughfares to be used for haul routes and site access. B. Confine construction traffic to designated haul routes. C. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference with public traffic. 3.09 TRAFFIC SIGNS AND SIGNALS A. At approaches to site and on site, install at crossroads, detours,parking areas, and elsewhere as needed to direct construction and affected public traffic. B. Relocate as Work progresses, to maintain effective traffic control. 3.10 MAINTENANCE A. Maintain traffic and parking areas in a sound condition free of excavated material, construction equipment, Products, mud, snow,and ice. B. Maintain existing paved areas used for construction; promptly repair breaks, potholes,low areas, standing water, and other deficiencies,to maintain paving and drainage in original,or specified, condition. 3.11 REMOVAL, REPAIR A. Remove temporary roads when permanent paving is usable. B. Remove underground work and compacted materials to a depth of 2 feet; fill and grade site as specified. C. Repair existing facilities damaged by use, to original condition. D. Remove equipment and devices when no longer required. E. Repair damage caused by installation_ F. Remove post settings to a depth of 2 feet. 3.12 MUD FROM SITE VEHICLES A. Provide means of removing mud from vehicle wheels before entering streets. END OF SECTION VEHICULAR ACCESS AND PARKING San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 5813 TEMPORARY PROJECT SIGNAGE PART1 GENERAL 1.01 SECTION INCLUDES A. Project identification sign. B. Project informational signs. 1.02 RELATED REQUIREMENTS A. Section 01 1000-Summary: Responsibility to provide signs. 1.03 REFERENCE STANDARDS A. FHWA (SHS)- Standard Highway Signs; Federal Highway Administration, U.S.Department of Transportation; 2004. 1.04 QUALITY ASSURANCE A. Design sign and structure to withstand 50 miles/hr wind velocity. B. Sign Painter: Experienced as a professional sign painter for minimum three years. C. Finishes, Painting: Adequate to withstand weathering,fading, and chipping for duration of construction. 1.05 SUBMITTALS A. See Section 01 3000-Administrative Requirements for submittal procedures. B. Shop Drawing: Show content, layout,lettering, color, foundation, structure, sizes and grades of members. PART 2 PRODUCTS 2.01 SIGN MATERIALS A. Structure and Framing: New, wood, structurally adequate. B. Sign Surfaces: Exterior grade plywood with medium density overlay, minimum 3/4 inch thick, standard large sizes to minimize joints. C. Rough Hardware: Galvanized. D. Paint and Primers: Exterior quality,two coats; sign background of white color. E. Lettering: Exterior quality paint, contrasting colors. 2.02 PROJECT IDENTIFICATION SIGN A. One painted sign, 48 sq ft area, bottom 6 feet above ground. B. Content: 1. Project number, title, logo and name of City of San Juan Capistrano as indicated on Contract Documents. 2. Names and titles of authorities. 3. Names and titles of City of San Juan Capistrano and Consultants. 4. Name of Prime Contractor . C. Graphic Design, Colors, Style of Lettering: Designated by City of San Juan Capistrano. D. Lettering: Standard Alphabet Series C, as specified in FHWA Standard Highway Signs (SHS). 2.03 PROJECT INFORMATIONAL SIGNS A. Painted informational signs of same colors and lettering as Project Identification sign,or standard products; size lettering to provide legibility at 100 foot distance. B. Provide at each field office, storage shed, and directional signs to direct traffic into and within site. Relocate as Work progress requires. C. Provide municipal traffic agency directional traffic signs to and within site. 2.04 SIGNS, SIGNALS,AND DEVICES A. Stock Post Mounted and Wall Mounted Traffic Control and Informational Signs: TEMPORARY PROJECT SIGNAGE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 1. Products: a. Brimar Industries, Inc.; As selected by Contractor: www.safetysign.com. b. Substitutions: See Section 01 6000 - Product Requirements. PART 3 EXECUTION 3.01 INSTALLATION A. Install project identification sign within 30 days after date fixed by Notice to Proceed. B. Erect at designated location. C. Erect supports and framing on secure foundation, rigidly braced and framed to resist wind loadings. D. Install sign surface plumb and level, with butt joints. Anchor securely. E. Paint exposed surfaces of sign, supports, and framing. 3.02 MAINTENANCE A. Maintain signs and supports clean, repair deterioration and damage. 3.03 REMOVAL A. Remove signs, framing, supports, and foundations at completion of Project and restore the area. PART 4 CONSTRUCTION PROJECT FUNDING SIGNS 4.01 GENERAL Section 4.02 includes specifications for installing construction project funding signs. Keep construction project funding signs clean and in good condition at all times. 4.02 MATERIALS Construction project funding signs must be wood post signs complying with section 82-3.02C. Sign panels for construction project funding signs must be framed, single sheet aluminum panels complying with section 86-2. The background on the construction project funding signs must be Type II retroreflective sheeting on the Authorized Material List for signing and delineation materials. The legend must be retroreflective except for nonreflective black letters and numerals.The colors blue and orange comply with PR Color no.3 and no. 6, respectively, as specified in the Federal Highway Administration's Color Tolerance Chart. The legend for the type of project on construction project funding signs must read as follows: SAN JUAN CAPISTRANO CITY-WIDE BIKEWAY GAP CLOSURE CIP 14502 The legend for the types of funding on construction project funding signs must read a follows and in the following order: CALTRANS ATP GRANT The Engineer will provide the year of completion for the legend on construction project funding signs. Furnish and Install a sign overlay for the year of completion within 10 working days of notification. The legend of the year of completion on construction project funding signs must read as follows: YEAR OF COMPLETION 2017 The size of the legend on construction project funding signs must be as described. Do not add any additional information unless authorized. 4.03 CONSTRUCTION Install Type 1 construction project funding signs at the locations designated by the Engineer before starting major work activities visible to highway users. When authorized, remove and dispose of construction project funding signs upon completion of the project. TEMPORARY PROJECT SIGNAGE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 4.04 PAYMENT The payment for the furnishing and installing construction project funding signs is included in the lump sum. END OF SECTION TEMPORARY PROJECT SIGNAGE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 6000 PRODUCT REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Re-use of existing products. C. Transportation, handling, storage and protection. D. Product option requirements. E. Substitution limitations and procedures. F. Procedures for City of San Juan Capistrano-supplied products. G. Maintenance materials, including extra materials, spare parts,tools,and software. 1.02 RELATED REQUIREMENTS A. Document 00 2113- Instructions to Bidders: Product options and substitution procedures prior to bid date. B. Section 01 1000- Summary: Lists of products to be removed from existing building. C. Section 01 4000- Quality Requirements: Product quality monitoring. D. Section 01 6116- Volatile Organic Compound (VOC)Content Restrictions: Requirements for VOC-restricted product categories. E. Section 01 7419- Construction Waste Management and Disposal Waste disposal requirements potentially affecting packaging and substitutions. 1.03 REFERENCE STANDARDS A. 16 CFR 260.13- Guides for the Use of Environmental Marketing Claims; Federal Trade Commission; Recycled Content; current edition. B. ASTM D6866- Standard Test Methods for Determining the Biobased Content of Solid, Liquid, and Gaseous Samples Using Radiocarbon Analysis;2012 C. C2C (DIR)- C2C Certified Products Registry; Cradle to Cradle Products Innovation Institute; http://www.c2ccertified.org/products/registry. D. EN 15804- Sustainability of construction works - Environmental product declarations- Core rules for the product category of construction products; 2012. E. GreenScreen(LIST)- GreenScreen for Safer Chemicals List Translator;Clean Production Action;www.greenscreenchemicals.org. F. GreenScreen(METH)-GreenScreen for Safer Chemicals Method v1.2;Clean Production Action;www.greenscreenchemicals.org. G. HPDC (Tool)- Create an HPD On-Line Tool; Health Product Declaration Collaborative; http://hpdcollaborative.org/manufacturers/. H. ISO 14025-Environmental labels and declarations-- Type III environmental declarations-- Principles and procedures; 2006. I. ISO 14040-Environmental management-- Life cycle assessment-- Principles and framework; 2006. J. ISO 14044-Environmental management-- Life cycle assessment-- Requirements and guidelines; 2006. K. ISO 21930- Sustainability in building construction-- Environmental declaration of building products; 2007. 1.04 SUBMITTALS A. Proposed Products List: Submit list of major products proposed for use, with name of manufacturer,trade name, and model number of each product. 1. Submit within 15 days after date of Agreement. 2. For products specified only by reference standards, list applicable reference standards. PRODUCT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product,with integral parts and attachment devices.Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. 1.05 QUALITY ASSURANCE A. Bio-Based Content: Of vegetable or animal origin, not including products made by killing the animal. 1. Determine percentage of bio-based content in accordance with ASTM D6866. 2. Bio-based content must be sourced from a Sustainable Agriculture Network certified farm. B. Environmental Product Declaration (EPD): Publicly available, critically reviewed life cycle analysis having at least a cradle-to-gate scope. 1. Good: Product-specific; compliant with ISO 14044. 2. Better: Industry-wide, generic; compliant with ISO 21930,or with ISO 14044, ISO 14040, ISO 14025, and EN 15804; Type III third-party certification with external verification, in which the manufacturer is recognized as the program operator. 3. Best: Commercial-product-specific;compliant with ISO 21930, or with ISO 14044, ISO 14040, ISO 14025, and EN 15804; Type III third-party certification with external verification, in which the manufacturer is recognized as the program operator. 4. Where demonstration of impact reduction below industry average is required, submit both industry-wide and commercial-product-specific declarations;or submit at least 5 declarations for products of the same type by other manufacturers in the same industry. C. GreenScreen Chemical Hazard Analysis: All ingredients of 100 parts-per-million or greater evaluated using GreenScreen for Safer Chemicals Method v1.2. 1. Good: GreenScreen List Translator evaluation to identify Benchmark 1 hazards; a Health Product Declaration includes this information. 2. Better: GreenScreen Full Assessment. 3. Best: GreenScreen Full Assessment by GreenScreen Licensed Profiler. 4. Acceptable Evidence: GreenScreen report. D. Health Product Declarations (HPD): Complete, published declaration with full disclosure of known hazards, prepared using the Health Product Declaration Collaborative's"Create an HPD"on-line tool; HPD's with"unknown"listed for any hazard will not be considered acceptable_ E. Manufacturer's Inventory of Product Content: Publicly available inventory of all ingredients identified by name and Chemical Abstract Service Registration Number (CAS RN). 1. For ingredients considered a trade secret or intellectual property,the name and CAS RN may be omitted, provided the ingredient's role, amount, and GreenScreen Benchmark are given. F. Recycled Content: Determine percentage of post-consumer and post-industrial (pre-consumer) content separately, using the guidelines contained in 16 CFR 260.13. 1. Previously used, reused, refurbished, and salvaged products are not considered recycled. 2. Wood fabricated from timber abandoned in transit to original mill is considered reused, not recycled. 3. Determine percentage of recycled content of any item by dividing the weight of recycled content in the item by the total weight of all material in the item. 4. Determine value of recycled content of each item separately,by multiplying the content percentage by the value of the item. 5. Acceptable Evidence: PRODUCT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA a. For percentage of recycled content, information from manufacturer. b. For cost, Contractor's cost data. G. Reused Products: Materials and equipment previously used in this or other construction, salvaged and refurbished as specified. 1. Wood fabricated from timber abandoned in transit after harvesting is considered reused, not recycled. 2. Acceptable Evidence: Information about the origin or source,from Contractor or supplier. H. Source Location: Location of harvest, extraction, recovery, or manufacture; where information about source location is required to be submitted, give the postal address: 1. In all cases, indicate the location of final assembly. 2. For harvested products, indicate location of harvest. 3. For extracted (i.e. mined) products, indicate location of extraction. 4. For recovered products, indicate location of recovery. 5. For products involving multiple manufacturing steps, provide a description of the process at each step, with location. 6. Acceptable Evidence: a. Manufacturer's certification. b. Life cycle analysis(LCA)performed by third-party. I. Sustainably Harvested Wood: Solid wood,wood chips, and wood fiber certified or labeled by an organization accredited by one of the following: 1. The Forest Stewardship Council, The Principles for Natural Forest Management;for Canada visit http://www.fsccanada.org, for the USA visit http://www.fscus.org. 2. Acceptable Evidence: Copies of invoices bearing the certifying organization's certification numbers. PART 2 PRODUCTS 2.01 EXISTING PRODUCTS A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by the Contract Documents. B. Unforeseen historic items encountered remain the property of the City of San Juan Capistrano; notify City of San Juan Capistrano promptly upon discovery; protect, remove, handle, and store as directed by City of San Juan Capistrano. C. Existing materials and equipment indicated to be removed, but not to be re-used, relocated, reinstalled,delivered to the City of San Juan Capistrano, or otherwise indicated as to remain the property of the City of San Juan Capistrano, become the property of the Contractor; remove from site. D. Specific Products to be Reused: The reuse of certain materials and equipment already existing on the project site is required. 1. See Section 01 1000 for list of items required to be salvaged for reuse and relocation. 2. If reuse of other existing materials or equipment is desired, submit substitution request. 2.02 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. DO NOT USE products having any of the following characteristics: 1. Made outside the United States, its territories, Canada, or Mexico. 2. Made using or containing CFC's or HCFC's. 3. Made of wood from newly cut old growth timber. 4. Containing lead, cadmium, asbestos. C. Where all other criteria are met, Contractor shall give preference to products that: 1. If used on interior, have lower emissions, as defined in Section 01 6116. 2. If wet-applied, have lower VOC content,as defined in Section 01 6116. 3. Are extracted, harvested, and/or manufactured closer to the location of the project. 4. Have longer documented life span under normal use. 5. Result in less construction waste. 6. Are made of vegetable materials that are rapidly renewable. PRODUCT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 7. Are made of recycled materials. 8. Have a published GreenScreen Chemical Hazard Analysis. 2.03 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 2.04 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections. B. Deliver to Project site;obtain receipt prior to final payment. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section. B. City of San Juan Capistrano will consider requests for substitutions only within 15 days after date of Agreement. C. Substitutions will not be considered when a product becomes unavailable through no fault of the Contractor. D. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. E. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to City of San Juan Capistrano. 4. Waives claims for additional costs or time extension that may subsequently become apparent. 5. Will reimburse City of San Juan Capistrano and City of San Juan Capistrano for review or redesign services associated with re-approval by authorities. F. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. G. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The City of San Juan Capistrano will notify Contractor in writing of decision to accept or reject request. 3.02 OWNER-SUPPLIED PRODUCTS A. See Section 01 1000 for identification of City of San Juan Capistrano-supplied products. B. City of San Juan Capistrano's Responsibilities: 1. Arrange for and deliver City of San Juan Capistrano reviewed shop drawings, product data, and samples, to Contractor. 2. Arrange and pay for product delivery to site. 3. On delivery, inspect products jointly with Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturers' warranties, inspections, and service. PRODUCT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA C. Contractor's Responsibilities: 1. Review City of San Juan Capistrano reviewed shop drawings, product data, and samples. 2. Receive and unload products at site;inspect for completeness or damage jointly with City of San Juan Capistrano. 3. Handle, store, install and finish products. 4. Repair or replace items damaged after receipt. 3.03 TRANSPORTATION AND HANDLING A. Package products for shipment in manner to prevent damage; for equipment,package to avoid loss of factory calibration. B. If special precautions are required, attach instructions prominently and legibly on outside of packaging. C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. D. Transport and handle products in accordance with manufacturer's instructions. E. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. F. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage,and to minimize handling. H. Arrange for the return of packing materials, such as wood pallets,where economically feasible. 3.04 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication_ B. Store and protect products in accordance with manufacturers'instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For exterior storage of fabricated products, place on sloped supports above ground. F. Protect products from damage or deterioration due to construction operations,weather, precipitation, humidity,temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants. G. Comply with manufacturer's warranty conditions, if any. H. Do not store products directly on the ground. I. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. J. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. K. Prevent contact with material that may cause corrosion, discoloration,or staining. L. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. M. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION PRODUCT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 6116 VOLATILE ORGANIC COMPOUND(VOC) CONTENT RESTRICTIONS PART1 GENERAL 1.01 SECTION INCLUDES A. Requirements for Indoor-Emissions-Restricted products. B. Requirements for VOC-Content-Restricted products. C. Requirement for installer certification that they did not use any non-compliant products. 1.02 RELATED REQUIREMENTS A. Section 01 3000-Administrative Requirements: Submittal procedures. B. Section 01 3329.07- Prohibited Content Installer Certification: Form for certifying that no non-compliant products were used. C. Section 01 4000- Quality Requirements: Procedures for testing and certifications. D. Section 01 5721 - Indoor Air Quality Controls: Procedures and testing. E. Section 01 6000-Product Requirements: Fundamental product requirements, substitutions and product options, delivery,storage,and handling. F. Section 07 9200- Joint Sealants: Emissions-compliant sealants. 1.03 DEFINITIONS A. Indoor-Emissions-Restricted Products: All products in the following product categories, whether specified or not: 1. Interior paints and coatings. 2. Interior adhesives and sealants,including flooring adhesives. 3. Composite wood. 4. Products making up walt and ceiling assemblies. 5. Thermal and acoustical insulation. 6. Other products when specifically stated in the specifications. B. VOC-Content-Restricted Products: All products in the following product categories,whether specified or not: 1. Interior paints and coatings. 2. Interior adhesives and sealants,including flooring adhesives. 3. Wet-applied roofing and waterproofing. 4. Other products when specifically stated in the specifications. C. Interior of Building: Anywhere inside the exterior weather barrier. D. Adhesives: All gunnable, trowelable, liquid-applied, and aerosol adhesives,whether specified or not; including flooring adhesives, resilient base adhesives,and pipe jointing adhesives. E. Sealants: All gunnable, trowelable,and liquid-applied joint sealants and sealant primers, whether specified or not; including firestopping sealants and duct joint sealers. F. Inherently Non-Emitting Materials: Products composed wholly of minerals or metals, unless they include organic-based surface coatings, binders, or sealants;and specifically the following: 1. Concrete. 2. Clay brick. 3. Metals that are plated, anodized, or powder-coated. 4. Glass. 5. Ceramics. 1.04 REFERENCE STANDARDS A. 40 CFR 59, Subpart D- National Volatile Organic Compound Emission Standards for Architectural Coatings; current edition. B. ASTM D3960- Standard Practice for Determining Volatile Organic Compound (VOC) Content of Paints and Related Coatings;2005 (Reapproved 2013). VOLATILE ORGANIC COMPOUND (VOC)CONTENT RESTRICTIONS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA C. BIFMA e3- Furniture Sustainability Standard; Business and Institutional Furniture Manufacturers Association; 2012. (ANSI/BIFMA e3) D. CAL (CDPH SM)- Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions From Indoor Sources Using Environmental Chambers; California Department of Public Health; v1.1, 2010. E. GARB (ATCM)-Airborne Toxic Control Measure to Reduce Formaldehyde Emissions from Composite Wood Products; California Air Resources Board; current edition. F. GARB (SCM)- Suggested Control Measure for Architectural Coatings; California Air Resources Board; 2007. G. CHPS (HPPD) - High Performance Products Database; Collaborative for High Performance Schools (CHPS); current edition at www.chps.net/. H. CRI (GLP)- Green Label Plus Testing Program -Certified Products; Carpet and Rug Institute; Current Edition. I. SCAQMD 1113 - South Coast Air Quality Management District Rule No.1113; current edition; www.aqmd.gov. J. SCAQMD 1168- South Coast Air Quality Management District Rule No.1168; current edition; www.aqmd.gov. K. SCS (CPO) - SCS Certified Products; Scientific Certification Systems; current listings at www_scscertified.com. L. UL (GGG)- GREENGUARD Gold Certified Products; UL Environment; current listings at http://http://productguide.ulenvironment.com/QuickSearch.aspx. 1.05 SUBMITTALS A. See Section 01 3000 - Administrative Requirements,for submittal procedures. B. Product Data: For each VOC-restricted product used in the project, submit evidence of compliance. C. Installer Certifications Regarding Prohibited Content: Require each installer of any type of product (not just the products for which VOC restrictions are specified) to certify that either 1) no adhesives, joint sealants, paints, coatings, or composite wood or agrifiber products have been used in the installation of his products, or 2) that such products used comply with these requirements. 1.06 QUALITY ASSURANCE A. Indoor Emissions Standard and Test Method: CAL (CDPH SM), using Standard Private Office exposure scenario and the allowable concentrations specified in the method, and range of total VOC's after 14 days. 1. Wet-Applied Products: State amount applied in mass per surface area. 2. Paints and Coatings: Test tinted products, not just tinting bases. 3. Evidence of Compliance: Acceptable types of evidence are the following; a. Current UL (GGG) certification. b. Current SCS (CPO) Floorscore certification. c. Current SCS (CPO) Indoor Advantage Gold certification. d. Current listing in CHPS (HPPD) as a low-emitting product. e. Current CRI (GLP) certification. f. Test report showing compliance and stating exposure scenario used. 4. Product data submittal showing VOC content is NOT acceptable evidence. 5. Manufacturer's certification without test report by independent agency is NOT acceptable evidence. B. VOC Content Test Method: 40 CFR 59, Subpart D (EPA Method 24), or ASTM 03960,unless otherwise indicated. 1. Evidence of Compliance: Acceptable types of evidence are: a. Report of laboratory testing performed in accordance with requirements. C. Composite Wood Emissions Standard: CARB (ATCM) for ultra-low emitting formaldehyde VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA (ULEF) resins. 1. Evidence of Compliance: Acceptable types of evidence are: a. Current SCS"No Added Formaldehyde(NAF)"certification; www.scscertified.com. b. Report of laboratory testing performed in accordance with requirements. c. Published product data showing compliance with requirements. D. Furnishings Emissions Standard and Test Method: BIFMA e3 Sections 7.6.1 and 7.6.2, tested in accordance with BIFMA M7.1. 1. Evidence of Compliance: a. Test report showing compliance and stating exposure scenario used. E. Testing Agency Qualifications: Independent firm specializing in performing testing and inspections of the type specified in this section. PART 2 PRODUCTS 2.01 MATERIALS A. All Products: Comply with the most stringent of federal, State,and local requirements, or these specifications. B. Indoor-Emissions-Restricted Products: Comply with Indoor Emissions Standard and Test Method, except for: 1. Composite Wood,Wood Fiber, and Wood Chip Products: Comply with Composite Wood Emissions Standard or contain no added formaldehyde resins. 2. Furnishings: Comply with Furnishings Emissions Standard and Test Method. 3. Inherently Non-Emitting Materials. C. VOC-Content-Restricted Products: VOC content not greater than required by the following: 1. Adhesives, Including Flooring Adhesives: SCAQMD 1168 Rule. 2. Joint Sealants: SCAQMD 1168 Rule. 3. Paints and Coatings: Each color; most stringent of the following: a. 40 CFR 59, Subpart D. b. SCAQMD 1113 Rule. c. GARB(SCM). 4. Wet-Applied Roofing and Waterproofing: Comply with requirements for paints and coatings. PART 3 EXECUTION 3.01 FIELD QUALITY CONTROL A. City of San Juan Capistrano reserves the right to reject non-compliant products, whether installed or not, and require their removal and replacement with compliant products at no extra cost to City of San Juan Capistrano. B. Additional costs to restore indoor air quality due to installation of non-compliant products will be borne by Contractor. END OF SECTION VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA SECTION 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. Examination,preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition, except removal, disposal, and/or remediation of hazardous materials and toxic substances. C. Pre-installation meetings. D. Cutting and patching. E. Surveying for laying out the work. F. Cleaning and protection. G. Starting of systems and equipment. H. Demonstration and instruction of City of San Juan Capistrano personnel. I. Closeout procedures, including Contractor's Correction Punch List, except payment procedures. J. General requirements for maintenance service. 1.02 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials. B. Section 01 3000 - Administrative Requirements: Submittals procedures, Electronic document submittal service. C. Section 01 4000-Quality Requirements: Testing and inspection procedures. D. Section 01 5000-Temporary Facilities and Controls: Temporary exterior enclosures. E. Section 01 5000-Temporary Facilities and Controls: Temporary interior partitions. F. Section 01 5100-Temporary Utilities: Temporary heating, cooling, and ventilating facilities. G. Section 01 5713-Temporary Erosion and Sediment Control: Additional erosion and sedimentation control requirements. H. Section 01 7419- Construction Waste Management and Disposal: Additional procedures for trash/waste removal, recycling, salvage, and reuse. I. Section 01 7800 - Closeout Submittals: Project record documents, operation and maintenance data, warranties and bonds. J. Section 01 7900- Demonstration and Training: Demonstration of products and systems to be commissioned and where indicated in specific specification sections K. Section 02 4100- Demolition: Demolition of whole structures and parts thereof; site utility demolition. L. Section 02 8400 - Polychlorinate Biphenyl (PCB) Remediation: Removal of equipment containing substances regulated under the Federal Toxic Substances Control Act (TSCA), including but not limited to PCB- and mercury-containing equipment. M. Section 07 8400- Firestopping. N. Individual Product Specification Sections: 1. Advance notification to other sections of openings required in work of those sections. 2. Limitations on cutting structural members. 1.03 REFERENCE STANDARDS A. NFPA 241-Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. 1.04 SUBMITTALS EXECUTION AND CLOSEOUT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA A. See Section 01 3000 - Administrative Requirements,for submittal procedure. B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work. 1. On request, submit documentation verifying accuracy of survey work. 2. Submit a copy of site drawing signed by the Land Surveyor,that the elevations and locations of the work are in conformance with Contract Documents. 3. Submit surveys and survey logs for the project record_ C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. 1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences. Include design drawings and calculations for bracing and shoring. 2. Identify demolition firm and submit qualifications. 3. Include a summary of safety procedures. D. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of City of San Juan Capistrano or separate Contractor. 6. Include in request: a. Identification of Project. b. Location and description of affected work. c. Necessity for cutting or alteration. d. Description of proposed work and products to be used. e. Alternatives to cutting and patching. f. Effect on work of City of San Juan Capistrano or separate Contractor. g. Written permission of affected separate Contractor. h. Date and time work will be executed. E. Project Record Documents: Accurately record actual locations of capped and active utilities. 1.05 QUALIFICATIONS A. For demolition work, employ a firm specializing in the type of work required. 1. Minimum of 3 years of documented experience. B. For survey work, employ a land surveyor registered in California and acceptable to City of San Juan Capistrano. Submit evidence of Surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. C. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in California. D. For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type of work and licensed in California. 1.06 PROJECT CONDITIONS A. Use of explosives is not permitted. B. Grade site to drain. Maintain excavations free of water. Provide, operate,and maintain pumping equipment. C. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. D. Ventilate enclosed areas to assist cure of materials, to dissipate humidity,and to prevent accumulation of dust,fumes, vapors,or gases. E. Dust Controt Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. 1. Provide dust-proof enclosures to prevent entry of dust generated outdoors. 2. Provide dust-proof barriers between construction areas and areas continuing to be occupied by City of San Juan Capistrano. EXECUTION AND CLOSEOUT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA F. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. 1. Minimize amount of bare soil exposed at one time. 2. Provide temporary measures such as berms, dikes, and drains, to prevent water flow. 3. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays. 4. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly apply corrective measures_ G. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1. At All Times: Excessively noisy tools and operations will not be tolerated inside the building at any time of day; excessively noisy includes jackhammers. 2. Outdoors: Limit conduct of especially noisy exterior work to the hours of 8 am to 5 pm. 3. Indoors: Limit conduct of especially noisy interior work to the hours of 6 pm to 7 am. H. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work. 1. Pest Control Service: Weekly treatments. I. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises. J. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations. 1.07 COORDINATION A. See Section 01 1000 for occupancy-related requirements. B. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. C. Notify affected utility companies and comply with their requirements. D. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. E. Coordinate space requirements, supports, and installation of mechanicaland electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. F. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. G. Coordinate completion and clean-up of work of separate sections. H. After City of San Juan Capistrano occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of City of San Juan Capistrano's activities. PART 2 PRODUCTS 2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. EXECUTION AND CLOSEOUT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 6000 - Product Requirements. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication,to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available,of the correct characteristics,and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work,assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.03 PREINSTALLATION MEETINGS A. When required in individual specification sections,convene a preinstallation meeting at the site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by,work of the specific section. C. Notify City of San Juan Capistrano four days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of examination, preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within two days after meeting to participants,with two copies to City of San Juan Capistrano,City of San Juan Capistrano,participants,and those affected by decisions made. 3.04 LAYING OUT THE WORK A. Verify locations of survey control points prior to starting work. B. Promptly notify City of San Juan Capistrano of any discrepancies discovered. C. Contractor shall locate and protect survey control and reference points. D. Control datum for survey is that established by City of San Juan Capistrano provided survey. E. Protect survey control points prior to starting site work; preserve permanent reference points during construction_ F. Promptly report to City of San Juan Capistrano the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. G. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to City of San Juan Capistrano. H. Utilize recognized engineering survey practices. I. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading,fill and topsoil placement; utility locations, slopes, and invert elevations;and 2. Grid or axis for structures. EXECUTION AND CLOSEOUT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 3. Building foundation, column locations, ground floor elevations,and J. Periodically verify layouts by same means. K. Maintain a complete and accurate log of control and survey work as it progresses. 3.05 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level,neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces,with seamless transitions,unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.06 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to City of San Juan Capistrano before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Keep areas in which alterations are being conducted separated from other areas that are still occupied. 1. Provide, erect, and maintain temporary dustproof partitions of construction specified in Section 01 5000 in locations indicated on drawings. 2. Provide sound retardant partitions of construction indicated on drawings in locations indicated on drawings. C. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications;take care to prevent water and humidity damage. 1. Where openings in exterior enclosure exist, provide construction to make exterior enclosure weatherproof. 2. Insulate existing ducts or pipes that are exposed to outdoor ambient temperatures by alterations work. D. Remove existing work as indicated and as required to accomplish new work. 1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with new construction specified. 2. Remove items indicated on drawings. 3. Relocate items indicated on drawings. 4. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. 5. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. E. Services(Including but not limited to HVAC,Plumbing, Fire Protection,Electrical,and Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation;maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply,distribution,and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections;minimize duration of outages. b. See Section 01 1000 for other limitations on outages and required notifications. EXECUTION AND CLOSEOUT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA c. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts,conduits, and equipment,including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification;patch holes left by removal using materials specified for new construction. F. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. G. Adapt existing work to fit new work: Make as neat and smooth transition as possible. 1. When existing finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to City of San Juan Capistrano. 2. Where removal of partitions or walls results in adjacent spaces becoming one,rework floors,walls, and ceilings to a smooth plane without breaks, steps,or bulkheads. 3. Where a change of plane of 1/4 inch or more occurs in existing work, submit recommendation for providing a smooth transition for City of San Juan Capistrano 4. Trim existing wood doors as necessary to clear new floor finish. Refinish trim as required. H. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. I. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material,with a neat transition to adjacent finishes. 2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. J. Clean existing systems and equipment. K. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or bury. L. Do not begin new construction in alterations areas before demolition is complete. M. Comply with all other applicable requirements of this section. 3.07 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-conforming work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. EXECUTION AND CLOSEOUT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. G. Restore work with new products in accordance with requirements of Contract Documents. H. Fit work air tight to pipes, sleeves, ducts, conduit,and other penetrations through surfaces. I. At penetrations of fire rated walls, partitions,ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 8400, to full thickness of the penetrated element. J. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color,texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate,repair substrate prior to repairing finish. 3.08 PROGRESS CLEANING A. Maintain areas free of waste materials,debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials,debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. 3.09 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections,jambs, sills, and soffits of openings. E. Protect finished floors,stairs, and other surfaces from traffic, dirt, wear,damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Prohibit traffic from landscaped areas. H. Remove protective coverings when no longer needed;reuse or recycle plastic coverings if possible. 3.10 SYSTEM STARTUP A. Coordinate schedule for start-up of various equipment and systems. B. Notify City of San Juan Capistrano and owner seven days prior to start-up of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage. D. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify that wiring and support components for equipment are complete and tested. F. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. G. When specified in individual specification Sections,require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or EXECUTION AND CLOSEOUT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA system installation prior to start-up, and to supervise placing equipment or system in operation. H. Submit a written report that equipment or system has been properly installed and is functioning correctly. 3.11 DEMONSTRATION AND INSTRUCTION A. See Section 01 7900- Demonstration and Training. 3.12 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. B. Testing, adjusting,and balancing HVAC systems: See Section 23 0593- Testing,Adjusting, and Balancing for HVAC. 3.13 FINAL CLEANING A. Execute final cleaning prior to final project assessment. 1. Clean areas to be occupied by City of San Juan Capistrano prior to final completion before City of San Juan Capistrano occupancy. B. Use cleaning materials that are nonhazardous. C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces,vacuum carpeted and soft surfaces. D. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. E. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. F. Clean filters of operating equipment. G. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and drainage systems. H. Clean site; sweep paved areas, rake clean landscaped surfaces. I. Remove waste,surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. J. Clean City of San Juan Capistrano-occupied areas of work. 3.14 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 1. Provide copies to City of San Juan Capistrano and City of San Juan Capistrano. B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion. C. Notify City of San Juan Capistrano when work is considered ready for City of San Juan Capistrano's Substantial Completion inspection. D. Submit written certification containing Contractor's Correction Punch List,that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for City of San Juan Capistrano's Substantial Completion inspection. E. City of San Juan Capistrano will occupy all of the building as specified in Section 01 1000. F. Conduct Substantial Completion inspection and create Final Correction Punch List containing City of San Juan Capistrano's and Contractor's comprehensive list of items identified to be completed or corrected and submit to City of San Juan Capistrano. G. Correct items of work listed in Final Correction Punch List and comply with requirements for access to City of San Juan Capistrano-occupied areas. H. Accompany Project Coordinator on Contractor's preliminary final inspection. I. Notify City of San Juan Capistrano when work is considered finally complete and ready for City of San Juan Capistrano's Substantial Completion final inspection. EXECUTION AND CLOSEOUT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA J. Complete items of work determined by Elements Architecture, Inc. listed in executed Certificate of Substantial Completion. 3.15 MAINTENANCE A. Provide service and maintenance of components indicated in specification sections. B. Maintenance Period: As indicated in specification sections or, if not indicated, not less than one year from the Date of Substantial Completion or the length of the specified warranty, whichever is longer. C. Examine system components at a frequency consistent with reliable operation. Clean, adjust, and lubricate as required. D. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component. E. Maintenance service shall not be assigned or transferred to any agent or subcontractor without prior written consent of the City of San Juan Capistrano. END OF SECTION EXECUTION AND CLOSEOUT REQUIREMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART1 GENERAL 1.01 WASTE MANAGEMENT REQUIREMENTS A. City of San Juan Capistrano requires that this project generate the least amount of trash and waste possible. B. Employ processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling,contamination, or other factors. C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as economically feasible. D. City of San Juan Capistrano may decide to pay for additional recycling, salvage, and/or reuse based on Landfill Alternatives Proposal specified below. E. Required Recycling, Salvage, and Reuse: The following may not be disposed of in landfills or by incineration: 1. Aluminum and plastic beverage containers. 2. Corrugated cardboard. 3. Wood pallets. 4. Clean dimensional wood: May be used as blocking or furring. 5. Land clearing debris, including brush, branches, logs, and stumps; see Section 31 1000- Site Clearing for use options. 6. Concrete: May be crushed and used as riprap, aggregate, sub-base material,or fill. 7. Bricks: May be used on project if whole, or crushed and used as landscape cover, sub-base material, or fill. 8. Concrete masonry units: May be used on project if whole, or crushed and used as sub-base material or fill. 9. Precast concrete panels: May be used for erosion control or landscape features. 10. Asphalt paving: May be recycled into paving for project. 11. Metals, including packaging banding, metal studs, sheet metal, structural steel,piping, reinforcing bars, door frames, and other items made of steel,iron, galvanized steel, stainless steel, aluminum, copper, zinc, lead, brass, and bronze. 12. Glass. 13. Gypsum drywall and plaster. 14. Plastic buckets. 15. Carpet, carpet cushion, carpet tile,and carpet remnants, both new and removed: DuPont (http://flooring.dupont.com) and Interface (www.interfaceinc.com)conduct reclamation programs. 16. Asphalt roofing shingles. 17. Paint. 18. Plastic sheeting. 19. Rigid foam insulation. 20. Vinyl siding. 21. Windows, doors, and door hardware. 22. Mechanical and electrical equipment. 23. Fluorescent lamps (light bulbs). 24. Acoustical ceiling tile and panels. F. Contractor shall submit periodic Waste Disposal Reports; all landfill disposal, recycling, salvage, and reuse must be reported regardless of to whom the cost or savings accrues; use the same units of measure on all reports. G. Contractor shall develop and follow a Waste Management Plan designed to implement these requirements. H. Methods of trash/waste disposal that are not acceptable are: 1. Burning on the project site. 2. Burying on the project site. 3. Dumping or burying on other property, public or private. 4. Other illegal dumping or burying. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 5. Incineration, either on-or off-site. I. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatory requirements, including but not limited to Federal, state and local requirements, pertaining to legal disposal of all construction and demolition waste materials. 1.02 RELATED REQUIREMENTS A. Section 01 1000- Summary: List of items to be salvaged from the existing building for relocation in project or for City of San Juan Capistrano. B. Section 01 3000-Administrative Requirements: Additional requirements for project meetings, reports, submittal procedures, and project documentation. C. Section 01 5000- Temporary Facilities and Controls: Additional requirements related to trash/waste collection and removal facilities and services. D. Section 01 6000- Product Requirements: Waste prevention requirements related to delivery,storage, and handling. E. Section 01 7000-Execution and Closeout Requirements: Trash/waste prevention procedures related to demolition,cutting and patching, installation,protection, and cleaning. F. Section 31 1000- Site Clearing: Handling and disposal of land clearing debris. 1.03 DEFINITIONS A. Clean: Untreated and unpainted; not contaminated with oils,solvents, caulk,or the like. B. Construction and Demolition Waste: Solid wastes typically including building materials, packaging, trash, debris, and rubble resulting from construction, remodeling, repair and demolition operations. C. Hazardous: Exhibiting the characteristics of hazardous substances,i.e., ignitibility, corrosivity,toxicity or reactivity. D. Nonhazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility,corrosivity,toxicity, or reactivity. E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period of exposure. F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and remanufactured into a new product for reuse by others. G. Recycle: To remove a waste material from the project site to another site for remanufacture into a new product for reuse by others. H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for the purpose of using the altered form. Recycling does not include burning, incinerating,or thermally destroying waste. I. Return: To give back reusable items or unused products to vendors for credit. J. Reuse: To reuse a construction waste material in some manner on the project site. K. Salvage: To remove a waste material from the project site to another site for resale or reuse by others. L. Sediment: Soil and other debris that has been eroded and transported by storm or well production run-off water. M. Source Separation: The act of keeping different types of waste materials separate beginning from the first time they become waste. N. Toxic: Poisonous to humans either immediately or after a long period of exposure. 0. Trash: Any product or material unable to be reused, returned, recycled, or salvaged. P. Waste: Extra material or material that has reached the end of its useful life in its intended use. Waste includes salvageable, returnable, recyclable, and reusable material. 1.04 SUBMITTALS A. See Section 01 3000- Administrative Requirements,for submittal procedures. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA B. Landfill Alternatives Proposal: Within 10 calendar days after receipt of Notice of Award of Bid, or prior to any trash or waste removal, whichever occurs sooner, submit a projection of trash/waste that will require disposal and alternatives to landfilling,with net costs. 1. Submit to City of San Juan Capistrano for City of San Juan Capistrano's review and approval. 2. If City of San Juan Capistrano wishes to implement any cost alternatives, the Contract Sum will be adjusted as specified elsewhere. 3. Include an analysis of trash/waste to be generated and landfill options as specified for Waste Management Plan described below_ 4. Describe as many alternatives to landfilling as possible: a. List each material proposed to be salvaged, reused, or recycled. b. List the proposed local market for each material. c. State the estimated net cost resulting from each alternative,after subtracting revenue from sale of recycled or salvaged materials and landfill tipping fees saved due to diversion of materials from the landfill. C. Once City of San Juan Capistrano has determined which of the landfill alternatives addressed in the Proposal above are acceptable, prepare and submit Waste Management Plan; submit within 10 calendar days after notification by City of San Juan Capistrano. D. Waste Management Plan: Include the following information: 1. Analysis of the trash and waste projected to be generated during the entire project construction cycle, including types and quantities. 2. Landfill Options:The name, address, and telephone number of the landfill(s)where trash/waste will be disposed of, the applicable landfill tipping fee(s), and the projected cost of disposing of all project trash/waste in the landfill(s). 3. Landfill Alternatives: List all waste materials that will be diverted from landfills by reuse, salvage, or recycling. a. List each material proposed to be salvaged, reused, or recycled. b. List the local market for each material. c. State the estimated net cost, versus landfill disposal. 4. Meetings: Describe regular meetings to be held to address waste prevention, reduction, recycling, salvage, reuse, and disposal. 5. Materials Handling Procedures: Describe the means by which materials to be diverted from landfills will be protected from contamination and prepared for acceptance by designated facilities; include separation procedures for recyclables, storage, and packaging. 6. Transportation: Identify the destination and means of transportation of materials to be recycled; i.e.whether materials will be site-separated and self-hauled to designated centers, or whether mixed materials will be collected by a waste hauler. 7. Recycling Incentives: Describe procedures required to obtain credits, rebates,or similar incentives. E. Waste Disposal Reports: Submit at specified intervals,with details of quantities of trash and waste, means of disposal or reuse, and costs; show both totals to date and since last report. 1. Submit updated Report with each Application for Progress Payment;failure to submit Report will delay payment. 2. Submit Report on a form acceptable to City of San Juan Capistrano. 3. Landfill Disposal: Include the following information: a. Identification of material. b. Amount, in tons or cubic yards, of trash/waste material from the project disposed of in landfills. c. State the identity of landfills, total amount of tipping fees paid to landfill, and total disposal cost. d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost. 4. Recycled and Salvaged Materials: Include the following information for each: a. Identification of material, including those retrieved by installer for use on other projects. b. Amount, in tons or cubic yards, date removed from the project site,and receiving party. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA c. Transportation cost, amount paid or received for the material, and the net total cost or savings of salvage or recycling each material. d. Include manifests,weight tickets, receipts, and invoices as evidence of quantity and cost. e. Certification by receiving party that materials will not be disposed of in landfills or by incineration. 5. Material Reused on Project: Include the following information for each: a. Identification of material and how it was used in the project. b. Amount, in tons or cubic yards. c. Include weight tickets as evidence of quantity. 6. Other Disposal Methods: Include information similar to that described above,as appropriate to disposal method. F. Recycling Incentive Programs: 1. Where revenue accrues to Contractor, submit copies of documentation required to quality for incentive. 2. Where revenue accrues to City of San Juan Capistrano, submit any additional documentation required by City of San Juan Capistrano in addition to information provided in periodic Waste Disposal Report. PART 2 PRODUCTS 2.01 PRODUCT SUBSTITUTIONS A. See Section 01 6000- Product Requirements for substitution submission procedures. B. For each proposed product substitution, submit the following information in addition to requirements specified in Section 01 6000: 1. Relative amount of waste produced, compared to specified product. 2. Cost savings on waste disposal, compared to specified product,to be deducted from the Contract Sum. 3. Proposed disposal method for waste product. 4. Markets for recycled waste product. PART 3 EXECUTION 3.01 WASTE MANAGEMENT PROCEDURES A. See Section 01 1000 for list of items to be salvaged from the existing building for relocation in project or for City of San Juan Capistrano. B. See Section 01 3000 for additional requirements for project meetings, reports, submittal procedures, and project documentation. C. See Section 01 5000 for additional requirements related to trash/waste collection and removal facilities and services. D. See Section 01 6000 for waste prevention requirements related to delivery,storage, and handling. E. See Section 01 7000 for trash/waste prevention procedures related to demolition,cutting and patching, installation, protection, and cleaning. 3.02 WASTE MANAGEMENT PLAN IMPLEMENTATION A. Manager: Designate an on-site person or persons responsible for instructing workers and overseeing and documenting results of the Waste Management Plan. B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each subcontractor, City of San Juan Capistrano, and City of San Juan Capistrano. C. Instruction: Provide on-site instruction of appropriate separation,handling, and recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project. D. Meetings: Discuss trash/waste management goals and issues at project meetings. 1. Pre-bid meeting. 2. Pre-construction meeting. 3. Regular job-site meetings. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA E. Facilities: Provide specific facilities for separation and storage of materials for recycling, salvage, reuse, return,and trash disposal,for use by all contractors and installers. 1. As a minimum, provide: a. Separate area for storage of materials to be reused on-site, such as wood cut-offs for blocking. b. Separate dumpsters for each category of recyclable. c. Recycling bins at worker lunch area. 2. Provide containers as required. 3. Provide temporary enclosures around piles of separated materials to be recycled or salvaged. 4. Provide materials for barriers and enclosures that are nonhazardous, recyclable, or reusable to the maximum extent possible; reuse project construction waste materials if possible. 5. Locate enclosures out of the way of construction traffic. 6. Provide adequate space for pick-up and delivery and convenience to subcontractors. 7. If an enclosed area is not provided, clearly lay out and label a specific area on-site. 8. Keep recycling and trash/waste bin areas neat and clean and clearly marked in order to avoid contamination of materials. F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable regulations_ G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste products in order to prevent contamination of materials and to maximize recyclability of identified materials. Arrange for timely pickups from the site or deliveries to recycling facility in order to prevent contamination of recyclable materials. H. Reuse of Materials On-Site: Set aside,sort, and protect separated products in preparation for reuse. I. Salvage: Set aside, sort, and protect products to be salvaged for reuse off-site. END OF SECTION CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA SECTION 01 7800 CLOSEOUT SUBMITTALS PART1 GENERAL 1.01 SECTION INCLUDES A. Project Record Documents. B. Operation and Maintenance Data. C. Warranties and bonds. 1.02 RELATED REQUIREMENTS A. Section 00 7200- General Conditions and 00 7300- Supplementary Conditions: Performance bond and labor and material payment bonds, warranty,and correction of work. B. Section 01 3000- Administrative Requirements: Submittals procedures, shop drawings, product data, and samples. C. Section 01 7000- Execution and Closeout Requirements: Contract closeout procedures. D. Individual Product Sections: Specific requirements for operation and maintenance data. E. Individual Product Sections: Warranties required for specific products or Work. 1.03 SUBMITTALS A. Project Record Documents: Submit documents to City of San Juan Capistrano with claim for final Application for Payment. B. Operation and Maintenance Data: 1. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. City of San Juan Capistrano will review draft and return one copy with comments. 2. For equipment, or component parts of equipment put into service during construction and operated by City of San Juan Capistrano, submit completed documents within ten days after acceptance. 3. Submit one copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection,with City of San Juan Capistrano comments. Revise content of all document sets as required prior to final submission. 4. Submit two sets of revised final documents in final form within 10 days after final inspection. C. Warranties and Bonds: 1. For equipment or component parts of equipment put into service during construction with City of San Juan Capistrano's permission, submit documents within 10 days after acceptance. 2. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PROJECT RECORD DOCUMENTS A. Maintain on site one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 6. Manufacturer's instruction for assembly, installation, and adjusting. B. Ensure entries are complete and accurate, enabling future reference by City of San Juan Capistrano. CLOSEOUT SUBMITTALS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA C. Store record documents separate from documents used for construction. D. Record information concurrent with construction progress. E. Specifications: Legibly mark and record at each product section description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications. F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: 1. Field changes of dimension and detail. 2. Details not on original Contract drawings. 3.02 OPERATION AND MAINTENANCE DATA A. Source Data: For each product or system, list names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. C. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. 3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES A. For Each Product, Applied Material, and Finish: 1. Product data,with catalog number, size,composition, and color and texture designations. 2. Information for re-ordering custom manufactured products. B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance. C. Moisture protection and weather-exposed products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. D. Additional information as specified in individual product specification sections. E. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products. 3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. For Each Item of Equipment and Each System: 1. Description of unit or system,and component parts. 2. Identify function, normal operating characteristics, and limiting conditions. 3. Include performance curves, with engineering data and tests. 4. Complete nomenclature and model number of replaceable parts. B. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products. C. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions. D. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair, and reassembly instructions;and alignment, adjusting, balancing, and checking instructions. E. Provide servicing and lubrication schedule, and list of lubricants required. CLOSEOUT SUBMITTALS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA F. Include manufacturer's printed operation and maintenance instructions. G. Include sequence of operation by controls manufacturer. H. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. I. Provide control diagrams by controls manufacturer as installed. J. Provide Contractor's coordination drawings,with color coded piping diagrams as installed. K. Provide charts of valve tag numbers,with location and function of each valve,keyed to flow and control diagrams. L. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. M. Include test and balancing reports. N. Additional Requirements: As specified in individual product specification sections. 3.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS A. Assemble operation and maintenance data into durable manuals for City of San Juan Capistrano's personnel use,with data arranged in the same sequence as,and identified by, the specification sections. B. Where systems involve more than one specification section, provide separate tabbed divider for each system. C. Binders: Commercial quality,8-1/2 by 11 inch three D side ring binders with durable plastic covers; 2 inch maximum ring size. When multiple binders are used,correlate data into related consistent groupings. D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents. E. Project Directory: Title and address of Project; names, addresses, and telephone numbers of City of San Juan Capistrano,Consultants,Contractor and subcontractors,with names of responsible parties. F. Tables of Contents: List every item separated by a divider, using the same identification as on the divider tab; where multiple volumes are required, include all volumes Tables of Contents in each volume, with the current volume clearly identified_ G. Dividers: Provide tabbed dividers for each separate product and system;identify the contents on the divider tab; immediately following the divider tab include a description of product and major component parts of equipment. H. Text: Manufacturer's printed data,or typewritten data on 20 pound paper. I. Drawings: Provide with reinforced punched binder tab. Bind in with text;fold larger drawings to size of text pages. J. Arrangement of Contents: Organize each volume in parts as follows: 1. Project Directory. 2. Table of Contents, of all volumes, and of this volume. 3. Operation and Maintenance Data: Arranged by system, then by product category. a. Source data. b. Product data, shop drawings,and other submittals. c. Operation and maintenance data. d. Field quality control data. e. Photocopies of warranties and bonds. 4. Design Data: To allow for addition of design data furnished by City of San Juan Capistrano or others, provide a tab labeled "Design Data"and provide a binder large enough to allow for insertion of at least 20 pages of typed text 3.06 WARRANTIES AND BONDS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with City of San Juan Capistrano's permission, leave date of beginning of time of warranty until Date of Substantial completion is determined. CLOSEOUT SUBMITTALS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA B. Verify that documents are in proper form, contain full information, and are notarized. C. Co-execute submittals when required. D. Retain warranties and bonds until time specified for submittal. E. Include originals of each in operation and maintenance manuals, indexed separately on Table of Contents. END OF SECTION San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 8100 GENERAL PART 1 GENERAL 1.01 GENERAL Part 1 includes general specifications for grading. 1.02 MATERIALS Not Used 1.03 CONSTRUCTION Not Used 1.04 PAYMENT Not Used PART 2 CLEARING AND GRUBBING 2.01 GENERAL Part 2 includes specifications for clearing and grubbing. Clearing and grubbing consists of removing objectionable material from the following construction areas: 1. Highways 2. Bridges and other structures 3. Roads, road approaches, streets, and ramps 4. Material sites 5. Ditches and channels 6. Areas enclosed by interchange loops and ramps 7. Other described areas The Department may salvage materials from improvements before the bid opening date. 2.02 MATERIALS Not Used 2.03 CONSTRUCTION 2.03A General Complete the work specified in section 20-10.02C(2)before clearing and grubbing. Clear and grub before performing earthwork in an area. Do not injure standing trees, plants,and improvements shown to be protected. Clear and grub the entire length of the job site to the following widths: 1. 5 feet outside of excavation and embankment slope lines where slopes are not rounded 2. Outside limits of slopes where slopes are rounded 3. 5 feet outside of structures 4. 2 feet outside of slope lines for ditches and channels with a bottom width of less than 12 feet 5. 5 feet outside of slope lines for ditches and channels with a bottom width of 12 feet or more If the construction area includes an orchard,vineyard, or other cultivated area, remove all orchard trees, vines, and other vegetation in the entire highway to right-of-way lines. 2.038 Clearing Clear all construction areas above original ground of(1)all vegetation such as trees, logs, upturned stumps, roots of downed trees, brush, grass, and weeds and (2)other objectionable material including concrete, masonry, and debris. Cut tree branches that extend over the roadway and hang within 20 feet of finished grade. Cut other branches to give each tree a balanced appearance. Cut off branches close to the trunk under section 20-3.01C(2). San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.03C Grubbing Grub all construction areas to a depth necessary to remove all trees, existing stumps, roots, buried logs, and other objectionable material, except embankment areas where the grading plane is 2 feet or more above original ground. In embankment areas where the grading plane is 2 feet or more above original ground, cut off trees, stumps, and roots not more than 1 foot above original ground,except remove trees, stumps, and roots completely where work includes any of the following: 1. Structure construction 2. Pile construction 3. Subdrainage trench excavation 4. Removal of unsuitable material 5. Cutting into slopes of original hillsides, old or new fill 2.03D Disposal of Materials Dispose of objectionable materials resulting from clearing and grubbing activities, unless (1)the Contract includes a bid item for duff as specified in section 21-1.02C or(2)you reduce combustible material to chips with a 1/2-inch maximum thickness and spread them in areas enclosed by interchange loops and ramps or between slope lines and right-of-way lines. Bury the chips or distribute them uniformly by mixing with underlying soil to prevent combustion. Do not leave objectionable material in or under embankments, including dikes. Accumulation of flammable material is not allowed. 2.04 PAYMENT Not Used PART 3—PART 10 RESERVED GENERAL EARTHWORK AND LANDSCAPE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 8200 EARTHWORK PART 1 GENERAL 1.01 GENERAL 1.01A Summary Part 1 includes general specifications for performing earthwork activities. Performing earthwork activities includes removal of unsuitable material or a buried man-made object if the removal is described. 1.018 Definitions Reserved 1.01C Submittals Reserved 1.01D Quality Assurance Reserved 1.02 MATERIALS Not Used 1.03 CONSTRUCTION 1.03A General Unless the material resulting from the excavation is hazardous, construct embankments and dikes or backfill structures with it. If the quantity of excavated material is not sufficient to construct embankments, obtain the material under Part 7. 1.0313 Unsuitable Material Excavate and dispose of unsuitable material encountered below the natural ground surface in embankment areas or below the grading plane in excavation areas as ordered. Notify the Engineer before removing the unsuitable material if: 1. Removal is not otherwise described 2. You request payment for removal as change order work Backfill the space resulting from excavating unsuitable material with material suitable for the planned use. Place and compact suitable material under Part 5. 1.03C Grade Tolerance Immediately before placing subsequent layers of material, prepare the grading plane such that the grading plane: 1. Does not vary more than 0.05 foot above or below the grade established by the Engineer where HMA is to be placed. 2. Does not extend above the grade established by the Engineer where concrete base or pavement is to be placed. 3. Beneath structural approach slabs or the thickened portion of sleeper slabs do no extend above the grade established by the Engineer. 4. At any point is within 0.05 foot above the grade established by the Engineer if the material to be placed on the grading plane is paid by the cubic yard. 5. At any point is within 0.10 foot above the grade established by the Engineer if subbase or base material to be placed on the grading plane is paid by the ton. 1.03D Buried Man-Made Objects Remove and dispose of a buried man-made object encountered in an excavation as part of the excavation work. Notify the Engineer before removing the buried man-made object if: San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 1. Removal of the object is not otherwise described 2. Object could not have been determined by visual inspection 3. You request payment for removal of the object as change order work 1.04 PAYMENT Not Used PART 2 ROADWAY EXCAVATION 2.01 GENERAL 2.01A Summary Part 2 includes specifications for performing roadway excavation. Roadway excavation consists of all excavation involved in the grading and construction of the roadway except structure excavation and any excavation paid for as a separate bid item. Roadway excavation includes: 1. Excavating and stockpiling the selected material 2. Removing the stockpiled material and placing it in its final position 3. Removing surcharge material 4. Performing the removal of a slide or slipout which is paid for as the type of roadway excavation involved 2.018 Definitions selected material: Specific material excavated from a described location on the job site. Selected material includes top soil. 2.01C Submittals Reserved 2.01D Quality Assurance Reserved 2.02 MATERIALS Not Used 2.03 CONSTRUCTION 2.03A General Excavate to the described or authorized grade. If you overexcavate, backfill with an authorized material and compact it. Remove pavement within the limits of roadway excavation. Pavement removal must comply with "Asphalt Concrete". Compaction must comply with section Part 5. Construct embankments under section Part 6. 2.03B Surplus Material If a quantity of surplus material is shown,the quantity is approximate. Ensure enough material is available to complete the embankments before placing the material at other locations on the job site or disposing of it. Obtain authorization before disposing of surplus material or using it for any of the following: 1. Widening embankments uniformly 2. Flattening slopes 3. Placing along the roadway or at other locations If you cannot use surplus material within the highway, dispose of it. EARTHWORK San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA If you dispose of any surplus material prematurely and later find a material shortage, replace the surplus material with an authorized material. If an ordered change increases the quantity of excavation or decreases the quantity of embankment such that surplus material must be disposed of, disposing of this material is change order work. 2.03C Deficiency Material If the quantity of acceptable material from excavation is not enough to construct the embankments,the quantity of material needed to complete the embankments must consist of local or imported borrow. Obtain local or imported borrow under Part 7. If a bid item for imported borrow is not shown on the Bid Item List, obtaining imported borrow is change order work. 2.03D Selected Material If selected material is not used for topsoil or any other specified layer, place the selected material in the roadway prism as embankment or structure backfill. If selected material is used as a specified layer, spread and compact it under Part 25. Topsoil must comply with Part 21. If practicable and unless processing of material is required, haul selected material directly from the excavation to its final position in the roadway prism and compact it in place. Selected material must remain in place until it can be placed in its final position unless stockpiling of selected material is ordered. If stockpiling of selected material is ordered, excavate and stockpile the selected material until the stockpiled material is to be placed in its final position in the roadway prism. This work is change order work. Topsoil placed along the tops of slopes as erosion control is not stockpiled material. 2.03E Blasting The Department does not allow excessive blasting. Remove material outside the planned cross section that is shattered or loosened due to blasting. Suspend blasting activities if any of the following conditions occurs: 1. Any sign of overshooting 2. Endangerment to the public 3. Destruction of property or natural features 2.03F Slides and Slipouts Excavate and remove material: 1. Outside the planned roadway or ditch slope that is unstable and constitutes a potential slide 2. From a slide that has come into the roadway or ditch 3. Slipped out of new or existing embankments Excavate to the designated lines or slopes either by benching or as ordered. Use removed material to construct embankments unless otherwise ordered. Before removal activities if removal of a slide or a slipout is not described, you may request the removal to be change order work. If you complete a slope and are ordered to remove unstable or stable material and reslope the area, the removal and resloping is change order work. Repair any damage to the completed work resulting from a slide or slipout as ordered. EARTHWORK San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Repairing damage to the completed work due to a slide or slipout is paid for as the type of work involved unless otherwise ordered as change order work. If a slide or slipout is caused by your activities or negligence, remove the slide or slipout material and restore the slope. 2.03G Slopes Construct slopes to the lines and grades established by the Engineer. Slope tolerances are measured perpendicular to the planned slope. Any point on the completed excavation slope must be within 0.5 foot of the planned slope, unless the excavation is in rock, in which case, any point on the completed slope must be within 2 feet of the planned slope. Slopes or portions of slopes must not encroach on the roadbed. Round the tops of excavation slopes and ends of excavations. Any point on the completed embankment slope must be within 0.5 foot of the planned slope for slopes within 4 feet of the shoulder grade. Slopes below 4 feet must be within 1 foot of the planned slope. If an embankment is constructed of large rock and the size of rocks make it impracticable to construct slopes within 1 foot,the Engineer may authorize you to construct slopes more than 4 feet below shoulder grade to within 2 feet of the planned slope. For median and side slopes with a 6:1 (horizontal:vertical)or flatter slope: 1. Completed slopes must be within 0.2 foot from the grade established by the Engineer 2. Flowlines must be graded to drain and must be within 0.1 foot from the grade established by the Engineer If the slope is to be cultivated or straw is to be incorporated into the surface, remove loose rocks larger than 2- 1/2 inches in maximum dimension, roots, and other debris on the surface of the slope before cultivation or incorporation of straw. Maintain completed slopes. Repair any slope damage caused by erosion. 2.03H Ditch Excavation Excavate ditches including channels for changing the course of streams. Avoid excavating below the grade for the bottom of the ditch or water channel. If you excavate below grade, backfill with suitable material and compact it. 2.04 PAYMENT The payment quantity for roadway excavation is the volume of roadway excavation material, including volume of material involved in: 1. Embankment construction unless a separate bid item for constructing embankments is shown on the Bid Item List 2. Ditch or channel excavation if the bottom width of the ditch or channel is 12 feet or more 3. Local borrow excavation The volume of material for roadway excavation is determined from the average end areas and the distances between them. If changed conditions or nature of a particular operation make determining the quantities of roadway excavation based on average end areas impractical,the payment quantity is the volume determined using a method best suited to obtain an accurate quantity. If the quantities of roadway excavation are determined from average end areas and centerline distances, a correction for curvature is not applied to quantities within the roadway prism. In determining the quantity of material outside the original roadway prism,where the roadway centerline is used as a base, a correction is made for curvature if the centerline radius is 1,000 feet or less. The volume of material removed from a stockpile is determined from measurements of the stockpile before removal. EARTHWORK San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA If the bottom of a ditch or channel is less than 12 feet wide,the payment quantity for ditch excavation is the volume determined from average areas and the distances between them. PART 3 STRUCTURE EXCAVATION AND BACKFILL NOT USED PART 4 ROCK EXCAVATION Reserved PART 5 COMPACTION 5.01 GENERAL Part 5 includes specifications for compacting all earthwork except structure backfill. 5.02 MATERIALS Not Used 5.03 CONSTRUCTION 5.03A General Relative compaction specifications apply to material whether in an excavation or an embankment. The moisture content of material to be compacted to at least 95 percent must be such that the specified relative compaction is attained and the embankment is in a firm and stable condition. Do not compact material that contains excessive moisture until the material is dry enough. 5.038 Relative Compaction (95 Percent) Compact earthwork to a relative compaction of at least 95 percent for at least a depth of: 1. 0.5 foot below the grading plane for the width between the outer edges of shoulders 2. 2.5 feet below the finished grade for the width of the traveled way plus 3 feet on each side Except for the outer 5 feet measured horizontally from the embankment side slope, compact the full width and depth of the embankment within 150 feet of each bridge abutment to at least 95 percent relative compaction. The 150-foot limit is measured horizontally from the bridge abutment and either parallel or concentric with the roadway centerline. Compact earthwork to a relative compaction of at least 95 percent for embankments under retaining wall footings without pile foundations: 1. For the full depth of the embankment 2. Within the limits established by inclined planes sloping 1.5:1 (horizontal:vertical)out and down from lines 1 foot outside the bottom edges of the footing 5.03C Relative Compaction (90 Percent) Compact earthwork to a relative compaction of at least 90 percent in embankment areas not required to be compacted to 95 percent. 5.03D Foundation Preparation You are responsible for preparing the foundation to receive material. You may excavate and replace basement material to facilitate compaction. Before you replace the basement material, if ordered, compact a layer below the excavated material to a depth, width, and degree of compaction ordered. The ordered work is change order work. 5.04 PAYMENT If basement material is(1)placed in the embankment or used in other planned or authorized work and (2) replaced with planned excavated material or imported borrow,the replaced material is paid for at the item bid price for the type of excavation or imported borrow involved. EARTHWORK San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA PART 6 EMBANKMENT CONSTRUCTION NOT USED PART 7 BORROW MATERIAL NOT USED PART 8 RESERVED PART 9 SHOULDER BACKING NOT USED PART 10 SUBGRADE ENHANCEMENT GEOSYNTHETIC NOT USED PART 11—PART 30 RESERVED EARTHWORK San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 8300 ASPHALT CONCRETE PART 1 GENERAL 1.01 GENERAL Section 1 includes specifications for performing asphalt concrete work. 1.02 MATERIALS Not Used 1.03 CONSTRUCTION Not Used 1.04 PAYMENT Not Used PART 2 HOT MIX ASPHALT 2.01 GENERAL 2.01A General 2.01A(1) Summary Section 2.01 includes general specifications for producing and placing hot mix asphalt. HMA includes one or more of the following types: 1. Type A HMA 2. RHMA-G 3. OGFC 4. BWC 5. Minor HMA WMA technologies must be on the Authorized Material List for WMA authorized technologies. For HMA that uses asphalt binder containing crumb rubber modifier, submit a Crumb Rubber Usage Report form monthly and at the end of the project. Wherever reference is made to the following test methods,the year of publication for these test methods is as shown in the following table: San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Test method Year of publication AASHTO M 17 2011 2015 AASHTO M 323 2013 AASHTO R 30 2002 2015 AASHTO R 35 2014 AASHTO T 27 2014 AASHTO T 49 2014 AASHTO T 59 2013 AASHTO T 96 2002 2010 AASHTO T 164 2014 AASHTO T 176 2008 AASHTO T 209 2012 AASHTO T 269 2014 AASHTO T 275 2007 2012 AASHTO T 283 2014 AASHTO T 304 2011 AASHTO T 305 2014 AASHTO T 308 2010 AASHTO T 312 2014 AASHTO T 324 2014 AASHTO T 329 2013 AASHTO T 335 2009 ASTM D36/D36M 2014` ASTM D92 2012b ASTM D217 2010 ASTM D297 2013 ASTM D445 2014 ASTM D2007 2011 ASTM D2074 2007 (Reapproved 2013 ASTM D2995 1999 (Reapproved 2009 ASTM D4791 2010 ASTM D5329 2009 ASTM D7741/D7741 M 2011 F Asphalt Institute MS-2 7th edition (2015) .01A(2) Definitions binder replacement: Binder from RAP expressed as a percent of the total binder in the mix. coarse aggregate:Aggregate retained on a no.4 sieve. fine aggregate:Aggregate passing a no.4 sieve. leveling course: Thin layer of HMA used to correct minor variations in the longitudinal and transverse profile of the pavement before placement of other pavement layers. miscellaneous areas:Areas outside the traveled way and shoulders such as: 1. Median areas not including inside shoulders 2. Island areas 3. Sidewalks 4. Gutters 5. Ditches 6. Overside drains 7. Aprons at ends of drainage structures processed RAP: RAP that has been fractionated. supplemental fine aggregate: Mineral filler consisting of rock dust, slag dust, hydrated lime, hydraulic cement, or any combination of these and complying with AASHTO M 17. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.01A(3) Submittals 2.01A(3)(a) General Reserved 2.01A(3)(b) Job Mix Formula 2.01A(3)(b)(i) General Except for the HMA to be used in miscellaneous areas and dikes, submit your proposed JMF for each type of HMA to be used. The JMF must be submitted on the Contractor Job Mix Formula Proposal form along with: 1. Mix design documentation on Contractor Hot Mix Asphalt Design Data form dated within 12 months of submittal 2. JMF verification on a Caltrans Hot Mix Asphalt Verification form, if applicable 3. JMF renewal on a Caltrans Job Mix Formula Renewal form, if applicable 4. SDS for: 4.1. Asphalt binder 4.2. Supplemental fine aggregate except fines from dust collectors 4.3. Antistrip additives The Contractor Hot Mix Asphalt Design Data form must show documentation on aggregate quality. If you cannot submit a Department-verified JMF on a Caltrans Hot Mix Asphalt Verification form dated within 12 months before HMA production, the Engineer verifies the JMF. Submit a new JMF if you change any of the following: 1. Target asphalt binder percentage greater than±0.2 percent 2. Asphalt binder supplier 3. Combined aggregate gradation 4. Aggregate sources 5. Liquid antistrip producer or dosage 6. Average binder content in a new processed RAP stockpile by more than±2.00 percent from the average RAP binder content reported on page 4 of your Contractor Hot Mix Asphalt Design Data form 7. Average maximum specific gravity in a new processed RAP stockpile by more than±0.060 from the average maximum specific gravity value reported on page 4 of your Contractor Hot Mix Asphalt Design Data form 8. Any material in the JMF, except lime supplier and source Allow the Engineer 5 business days from a complete JMF submittal for document review of the aggregate qualities, mix design, and JMF. The Engineer notifies you if the proposed JMF submittal is accepted. If your JMF fails verification testing, submit an adjusted JMF based on your testing. The adjusted JMF must include a new Contractor Job Mix Formula Proposal form, Contractor Hot Mix Asphalt Design Data form, and the results of the failed verification testing. You may submit an adjusted aggregate gradation TV on a Contractor Job Mix Formula Proposal form before verification testing. Aggregate gradation TV must be within the TV limits specified. 2.01A(3)(b)(ii) Job Mix Formula Renewal You may request a JMF renewal by submitting: 1. Proposed JMF on a Contractor Job Mix Formula Proposal form 2. Previously verified JMF documented on a Caltrans Hot Mix Asphalt Verification form dated within 12 months 3. Mix design documentation on a Contractor Hot Mix Asphalt Design Data form used for the previously verified JMF 2.01A(3)(b)(iii) Job Mix Formula Modification For an authorized JMF, submit a modified JMF if you change any of the following: 1. Asphalt binder supplier 2. Liquid antistrip producer 3. Liquid antistrip dosage You may change any of the above items only once during the Contract. Submit your modified JMF request at least 15 days before production. Each modified JMF submittal must include: 1. Proposed modified JMF on Contractor Job Mix Formula Proposal form, marked Modified. 2. Mix design records on Contractor Hot Mix Asphalt Design Data form for the authorized JMF to be modified. 3. JMF verification on Hot Mix Asphalt Verification form for the authorized JMF to be modified. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 4. Test results for the modified JMF in compliance with the mix design specifications. Perform tests at the mix design OBC as shown on the Contractor Asphalt Mix Design Data form. With an accepted modified JMF submittal, the Engineer verifies each modified JMF within 10 days of receiving all verification samples. 2.01A(3)(c) Quality Control Plan With your proposed JMF submittal, submit a QC plan for HMA. The QC plan must describe the organization and procedures for: 1. Controlling HMA quality characteristics 2. Taking samples, including sampling locations 3. Establishing, implementing, and maintaining QC 4. Determining when corrective actions are needed 5. Implementing corrective actions 6. Using methods and materials for backfilling core locations The QC plan must address the elements affecting HMA quality, including: 1. Aggregates 2. Asphalt binder 3. Additives 4. Production 5. Paving The QC plan must include aggregate QC sampling and testing during lime treatment. Allow 5 business days for review of the QC plan. If you change QC procedures, personnel, or sample testing locations, submit a QC plan supplement before implementing the proposed change. Allow 3 business days for review of the QC plan supplement. 2.01A(3)(d) Test Results For mix design, JMF verification, production start-up, and each 10,000 tons, submit AASHTO T 283 and AASHTO T 324 (Modified)test results to the Engineer and electronically to: Moisture_Tests@dot.ca.gov Submit all QC test results, except AASHTO T 283 and AASHTO T 324 (Modified), within 3 business days of a request. Submit AASHTO T 283 QC tests within 15 days of sampling. For tests performed under AASHTO T 324 (Modified), submit test data and 1 tested sample set within 5 business days of sampling. If coarse and fine durability index tests are required, submit test results within 2 business days of testing. If a tapered notched wedge is used, submit compaction test result values within 24 hours of testing. 2.01A(3)(e) Reserved 2.01A(3)(f) Liquid Antistrip Treatment If liquid antistrip treatment is used, submit the following with your proposed JMF submittal: 1. One 1 pt sample 2. Infrared analysis, including copy of absorption spectra 3. Certified copy of test results 4. Certificate of compliance for each liquid antistrip shipment. On each certificate of compliance, include: 4.1. Your signature and printed name 4.2. Shipment number 4.3. Material type 4.4. Material specific gravity 4.5. Refinery 4.6. Consignee 4.7. Destination 4.8. Quantity 4.9. Contact or purchase order number 4.10. Shipment date ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 5. Proposed proportions for the liquid antistrip For each delivery of liquid antistrip to the HMA production plant, submit a 1 pt sample to METS. Submit shipping documents. Label each liquid antistrip sampling container with: 1. Liquid antistrip type 2. Application rate 3. Sample date 4. Contract number At the end of each day's production shift, submit production data in electronic and printed media. Present data on electronic media in a tab delimited format. Use line feed carriage return with 1 separate record per line for each production data set.Allow enough fields for the specified data. Include data titles at least once per report. For each HMA mixing plant type, submit the following information in the order specified: 1. For batch plant mixing: 1.1. Production date 1.2. Time of batch completion 1.3. Mix size and type 1.4. Each ingredient's weight 1.5. Asphalt binder content as a percentage of the total weight of mix 1.6. Liquid antistrip content as a percentage of the asphalt binder weight 2. For continuous mixing plant: 2.1. Production date 2.2. Data capture time 2.3. Mix size and type 2.4. Flow rate of wet aggregate collected directly from the aggregate weigh belt 2.5. Aggregate moisture content as a percentage of the dry aggregate weight 2.6. Flow rate of asphalt binder collected from the asphalt binder meter 2.7. Flow rate of liquid antistrip collected from the liquid antistrip meter 2.8. Asphalt binder content as a percentage of the total weight of mix calculated from: 2.8.1. Aggregate weigh belt output 2.8.2. Aggregate moisture input 2.8.3. Asphalt binder meter output 2.9. Liquid antistrip content as a percentage of the asphalt binder weight calculated from: 2.9.1. Asphalt binder meter output 2.9.2. Liquid antistrip meter output 2.01A(3)(g) Lime Treatment If aggregate lime treatment is used, submit the following with your proposed JMF submittal and each time you produce lime- treated aggregate: 1. Exact lime proportions for fine and coarse virgin aggregates 2. If marination is required,the averaged aggregate quality test results within 24 hours of sampling 3. For dry lime aggregate treatment, a treatment data log from the dry lime and aggregate proportioning device in the following order: 3.1. Treatment date 3.2. Time of day the data is captured 3.3. Aggregate size being treated 3.4. HMA type and mix aggregate size 3.5. Wet aggregate flow rate collected directly from the aggregate weigh belt 3.6. Aggregate moisture content, expressed as a percentage of the dry aggregate weight 3.7. Flow rate of dry aggregate calculated from the flow rate of wet aggregate 3.8. Dry lime flow rate 3.9. Lime ratio from the authorized JMF for each aggregate size being treated 3.10. Lime ratio from the authorized JMF for the combined aggregates 3.11. Actual lime ratio calculated from the aggregate weigh belt output, aggregate moisture input, and dry lime meter output, expressed as a percentage of the dry aggregate weight 3.12. Calculated difference between the authorized lime ratio and the actual lime ratio 4. For lime slurry aggregate treatment, a treatment data log from the slurry proportioning device in the following order: 4.1. Treatment date 4.2. Time of day the data is captured 4.3. Aggregate size being treated 4.4. Wet aggregate flow rate collected directly from the aggregate weigh belt 4.5. Moisture content of the aggregate just before treatment, expressed as a percentage of the dry aggregate weight ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 4.6. Dry aggregate flow rate calculated from the wet aggregate flow rate 4.7. Lime slurry flow rate measured by the slurry meter 4.8. Dry lime flow rate calculated from the slurry meter output 4.9. Authorized lime ratio for each aggregate size being treated 4.10. Actual lime ratio calculated from the aggregate weigh belt and slurry meter output, expressed as a percentage of the dry aggregate weight 4.11. Calculated difference between the authorized lime ratio and actual lime ratio 4.12. Dry lime and water proportions at the slurry treatment time Each day during lime treatment, submit the treatment data log on electronic media in tab delimited format on a removable CD- ROM storage disk. Each continuous treatment data set must be a separate record using a line feed carriage return to present the specified data on 1 line.The reported data must include data titles at least once per report. 2.01A(3)(h) Warm Mix Asphalt Technology NOT USED 2.01A(3)(i) Samples RESERVED 2.01A(3)0)-39-2.01A(3)(k) Reserved 2.01A(3)(1) Data Cores Section 39-2.01A(3)(1)applies if a bid item for a data core is shown on the Bid Item List. Submit a summary of data cores taken and a photograph of each data core to the Engineer and to: Coring@dot.ca.gov For each data core,the summary must include: 1. Project identification number 2. Date cored 3. Core identification number 4. Type of materials recovered 5. Type and approximate thickness of unstabilized material not recovered 6. Total core thickness 7. Thickness of each individual material to within: 7.1. 1/2 inch for recovered material 7.2. 1.0 inch for unstabilized material 8. Location, including: 8.1. County 8.2. Route 8.3. Post mile 8.4. Lane number 8.5. Lane direction 8.6. Station Each data core digital photograph must include a ruler laid adjacent to the data core. Each photograph must include: 1. Core 2. Project identification number 3. Core identification number 4. Date cored 5. County 6. Route 7. Post mile 8. Lane number 9. Lane direction 2.01A(3)(m)-39-2.01A(3)(o) Reserved 2.01A(4) Quality Assurance 2.01A(4)(a) General AASHTO T 324 (Modified)is AASHTO T 324 with the following parameters: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 1. Target air voids must equal 7.0± 1.0 percent 2. Specimen height must be 60± 1 mm 3. Number of test specimens must be 4 to run 2 tests 4. Do not average the 2 test results 5. Test specimen must be a 150 mm gyratory compacted specimen 6. Test temperature must be set at: 6.1. 113±2 degrees F for PG 58 6.2. 122±2 degrees F for PG 64 6.3. 131 ±2 degrees F for PG 70 and above 7. Measurements for impression must be taken at every 100 passes along the total length of the sample 8. Inflection point is the number of wheel passes at the intersection of the creep slope and the stripping slope at maximum rut depth 9. Testing shut off must be set at 25,000 passes 10. Submersion time for samples must not exceed 4 hours Take samples under California Test 125. If a WMA technology is used, a technical representative for the WMA technology must attend the preconstruction meeting. 2.01A(4)(b) Job Mix Formula Verification The Engineer verifies the JMF from samples taken from HMA produced by the plant to be used. The production set point at the plant must be within±0.2 from the asphalt binder percentage TV shown in your Contractor Job Mix Formula Proposal form. Notify the Engineer at least 2 business days before sampling materials. Samples may be taken from a different project including a non- Department project if you make arrangements for the Engineer to be present during sampling. In the Engineer's presence and from the same production run,take samples of: 1. Aggregates. Coarse,fine, and supplemental fine aggregates must be taken from the combined cold-feed belt or the hot bins. If lime treatment is required, samples must be taken from individual stockpiles before lime treatment. Samples must be at least 120 Ib for each coarse aggregate, 80 Ib for each fine aggregate, and 10 Ib for each type of supplemental fine aggregate. For hot-bin samples,the Department combines these aggregate samples to verify the TV submitted on a Contractor Job Mix Formula Proposal form. 2. Asphalt binder. Take at least two 1 qt samples. Each sample must be in a cylindrical-shaped can with an open top and friction lid. If the asphalt binder is modified or rubberized, the asphalt binder must be sampled with the components blended in the proportions to be used. 3. RAP. Samples must be at least 50 Ib from each fractionated stockpile used or 100 Ib from the belt. 4. Plant-produced HMA.The HMA samples must be at least 250 Ib. For aggregate, RAP, and HMA, split the samples into at least 4 parts and label their containers. Submit 3 parts and keep 1 part. After acceptance of the JMF submittal,the Engineer verifies each proposed JMF within 20 days of receiving all verification samples. For JMF verification, the Engineer tests the following for compliance with the specifications: 1. Aggregate quality 2. Aggregate gradation 3. Voids in mineral aggregate on laboratory-produced HMA 4. HMA quality characteristics for Department acceptance To verify the HMA for air voids,voids in mineral aggregate, and dust proportion,the Engineer uses an average of 3 briquettes. The Engineer tests plant-produced material. If the Engineer verifies the JMF,the Engineer furnishes you a Hot Mix Asphalt Verification form. If the Engineer's test results on plant-produced samples do not show compliance with the specifications, the Engineer notifies you. Adjust your JMF based on your testing unless the Engineer authorizes reverification without adjustments. JMF adjustments may include a change in: 1. Asphalt binder content TV up to±0.20 percent from the OBC value submitted on the Contractor Hot Mix Asphalt Design Data form 2. Aggregate gradation TV within the TV limits specified in the aggregate gradation table You may adjust the JMF only once due to a failed verification test. For each HMA type and aggregate size specified,the Engineer verifies up to 2 proposed JMF submittals including a JMF adjusted after verification failure. If you submit more than 2 JMFs for each type of HMA and aggregate size, the Engineer deducts$3,000 ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA from payments for each verification exceeding this limit. This deduction does not apply to verifications initiated by the Engineer or if a JMF expires while HMA production is stopped longer than 30 days. A verified JMF is valid for 12 months. 2.01A(4)(c) Job Mix Formula Authorization You may start HMA production if: 1. Engineer's review of the JMF shows compliance with the specifications 2. Department has verified the JMF within 12 months before HMA production 3. Engineer authorizes the verified JMF 2.01A(4)(d) Job Mix Formula Renewal For a JMF renewaland upon request, in the Engineer's presence and from the same production run, take samples of: 1. Aggregates. Coarse,fine, and supplemental fine aggregates must be taken from the combined cold-feed belt or the hot bins. If lime treatment is required, samples must be taken from individual stockpiles before lime treatment. Samples must be at least 120 Ib for each coarse aggregate, 80 Ib for each fine aggregate, and 10 Ib for each type of supplemental fines. For hot- bin samples, the Department combines these aggregate samples to verify the TV submitted on a Contractor Job Mix Formula Proposal form. 2. Asphalt binder. Take at least two 1 qt samples. Each sample must be in a cylindrical-shaped can with an open top and friction lid. If the asphalt binder is modified or rubberized,the asphalt binder must be sampled with the components blended in the proportions to be used. 3. RAP. Samples must be at least 50 Ib from each fractionated stockpile. 4. Plant-produced HMA.The HMA samples must be at least 250 Ib. Notify the Engineer at least 2 business days before sampling materials. For aggregate, RAP, and HMA, split samples into at least 4 parts. Submit 3 parts and use 1 part for your testing. Allow the Engineer 5 business days from a complete JMF reverification submittal for document review of the aggregate qualities, mix design, and JMF. The most recent aggregate quality test results within the past 12 months may be used for verification of JMF renewal or upon request, the Engineer may perform aggregate quality tests for verification of JMF renewal. The Engineer verifies the JMF for renewal under section 39-2.01A(4)(b)except: 1. Engineer keeps the samples until you provide test results for your part on a Contractor Job Mix Formula Renewal form. 2. Department tests samples of materials obtained from the HMA production unit after you submit test results that comply with the mix design specifications. 3. After completion of the JMF verification renewal document review,the Engineer verifies each proposed JMF within 20 days of receiving the verification renewal samples and the complete Contractor Job Mix Formula Renewal form. 4. You may not adjust the JMF due to a failed verification. 5. For each HMA type and aggregate gradation specified,the Engineer verifies at no cost to you 1 proposed JMF renewal within a 12-month period. If the Engineer verifies the JMF renewal,the Engineer furnishes you a Hot Mix Asphalt Verification form. The Hot Mix Asphalt Verification form is valid for 12 months. 2.01A(4)(e) Job Mix Formula Modification The Engineer verifies the modified JMF after the modified JMF HMA is placed and verification samples are taken within the first 750 tons. The Engineer tests verification samples for compliance with: 1. Hamburg wheel track mix design specifications 2. Air void content 3. Voids in mineral aggregate on plant-produced HMA mix design specifications 4. Dust proportion mix design specifications The Engineer may test for moisture susceptibility for compliance with the mix design specifications. If the modified JMF is verified,the Engineer revises your Hot Mix Asphalt Verification form to include the new asphalt binder source, new liquid antistrip producer, or new liquid antistrip dosage.Your revised form will have the same expiration date as the original form. If a modified JMF is not verified, stop production and any HMA placed using the modified JMF is rejected. The Engineer deducts$2,000 from payments for each JMF modification. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.01A(4)(f) Certifications 2.01A(4)(f)(i) General Laboratories testing aggregate and HMA qualities used to prepare the mix design and JMF must be qualified under AASHTO Materials Reference Laboratory program and the Department's Independent Assurance Program. 2.01A(4)(f)(ii) Hot Mix Asphalt Plants NOT USED 2.01A(4)(f)(iii)-39-2.01A(4)(f)(v) Reserved 2.01A(4)(g) Reserved 2.01A(4)(h) Quality Control 2.01A(4)(h)(i) General QC test results must comply with the specifications for Department acceptance. Prepare 3 briquettes for air voids content and voids in mineral aggregate determination. Report the average of 3 tests. Except for smoothness, if 2 consecutive QC test results or any 3 QC test results for 1 day's production do not comply with the materials specifications: 1. Stop HMA production 2. Notify the Engineer 3. Take corrective action 4. Demonstrate compliance with the specifications before resuming production and placement For QC tests performed under AASHTO T 27, results are considered 1 QC test regardless of number of sieves out of compliance. Do not resume production and placement until the Engineer authorizes your corrective action proposal. 2.01A(4)(h)(ii) Reserved 2.01A(4)(h)(iii) Aggregates 2.01A(4)(h)(iii)(A) General Reserved 2.01A(4)(h)(iii)(B) Aggregate Lime Treatments If lime treatment is required, sample coarse and fine aggregates from individual stockpiles before lime treatment. Combine aggregate in the JMF proportions.Test the aggregates under the test methods and frequencies shown in the following table: Aggregate Qualit Control During Lime Treatment Quality characteristic Test method Minimum sampling and testing frequent Sandequivalent,, AASHTO T 176 1 per 750 tons of untreated aggregate Percent of crushed particles AASHTO T 335 Los Angeles Rattler AASHTO T 96 1 per 10,000 tons or 2 per project whichever is Fine aggregate an ularit AASHTO T 304, Method A greater Flat and elongated particles ASTM D4791 aReport test results as the average of 3 tests from a single sample. bUse of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker,"7.1.2, "Alternate Method No. 2,"and 8.4.3, "Hand Method,"do not apply. Prepare the stock solution as specified in section 4.8.1, "Stock solution with formaldehyde,"except omit the addition of formaldehyde. For lime slurry aggregate treatment, determine the aggregate moisture content at least once every 2 hours of treatment. Calculate moisture content under AASHTO T 255 and report it as a percent of dry aggregate weight. Use the moisture content calculations as a set point for the proportioning process controller. The device controlling lime and aggregate proportioning must produce a treatment data log.The log must consist of a series of data sets captured at 10-minute intervals throughout daily treatment.The data must be a treatment activity register and not a summation.The material represented by a data set is the quantity produced 5 minutes before and 5 minutes after the capture time. Collected data must be stored by the controller for the duration of the Contract. If 3 consecutive sets of recorded treatment data indicate a deviation of more than 0.2 percent above or below the lime ratio in the authorized JMF, stop treatment and take corrective action. If a set of recorded treatment data indicates a deviation of more than 0.4 percent above or below the lime ratio in the authorized JMF, stop treatment and do not use the material represented by that set of data in HMA. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA If 20 percent or more of the total daily treatment indicates a deviation of more than 0.2 percent above or below the lime ratio in the authorized JMF, stop treatment and do not use that day's treated aggregate in HMA. The Engineer may order you to stop aggregate treatment activities for any of following: 1. You fail to submit treatment data log. 2. You fail to submit aggregate QC data for marinated aggregate. 3. You submit incomplete, untimely, or incorrectly formatted data. 4. You do not take corrective actions. 5. You take late or unsuccessful corrective actions. 6. You do not stop treatment when proportioning tolerances are exceeded. 7. You use malfunctioning or failed proportioning devices. If you stop treatment for noncompliance, notify the Engineer of any corrective actions taken and conduct a successful 20-minute test run before resuming treatment. 2.01A(4)(h)(iv) Liquid Antistrip Treatment For continuous mixing or batch-plant mixing, sample asphalt binder before adding liquid antistrip. For continuous mixing, sample the combined asphalt binder and liquid antistrip after the static mixer. 2.01A(4)(h)(v) Production Start-up Evaluation You and the Engineer evaluate HMA production and placement at production start-up. Within the first 750 tons produced on the 1 st day of HMA production, in the Engineer's presence, and from the same production run,take samples of: 1. Aggregates 2. Asphalt binder 3. RAP 4. HMA Sample aggregates from the combined cold-feed belt or hot bin. Take RAP samples from the RAP system. For aggregates, RAP, and HMA, split the samples into at least 4 parts and label their containers. Submit 3 parts and keep 1 part. You and the Engineer must test the samples and report test results, except for AASHTO T 324(Modified)and AASHTO T 283 test results,within 5 business days of sampling. For AASHTO T 324 (Modified)and AASHTO T 283 test results, report test results within 15 days of sampling. If you proceed before receipt of the test results, the Engineer may consider the HMA placed to be represented by these test results. Take one 4-or 6-inch diameter density core for each 250 tons or portion thereof of HMA placed. For each density core, the Engineer reports the bulk specific gravity determined under AASHTO T 275, Method A, in addition to the percent of theoretical maximum density. 2.01A(4)(h)(vi) Hot Mix Asphalt Density During HMA placement determine HMA density using a nuclear gauge. On the 1st day of production, develop a correlation factor between cores and nuclear gauge under California Test 375. Test for in-place density using cores and a nuclear gauge. Test at random locations you select and include the test results in your QC production tests reports. 2.01A(4)(h)(vii) Tapered Notched Wedge Perform QC testing on the completed tapered notched wedge joint as follows: 1. Perform density tests using a calibrated nuclear gauge at a rate of 1 test for every 750-foot section along the joint. Select random locations for testing within each 750-foot section. 2. Perform density tests at the centerline of the joint, 6 inches from the upper vertical notch, after the adjacent lane is placed and before opening the pavement to traffic. 3. Determine theoretical maximum density. 4. Determine percent compaction of the longitudinal joint as the ratio of the daily average density to the maximum density test results. Determine percent compaction values each day the tapered notched wedge joint is completed. If the percent compaction of 1 day's production is less than 91 percent, that day's notched wedge joint is rejected. Discontinue placement of the tapered notched wedge and notify the Engineer of changes you will make to your construction process to comply with the specifications. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.01A(4)(h)(viii) Density Cores Except for HMA pavement placed using method compaction,take 4-or 6-inch diameter density cores at least once every 5 business days.Take 1 density core for every 250 tons of HMA from random locations the Engineer selects.Take density cores in the Engineer's presence, and backfill and compact holes with authorized material. Before submitting a density core, mark it with the density core's location and place it in a protective container. If a density core is damaged, replace it with a density core taken within 1 foot longitudinally from the original density core location. Relocate any density core located within 1 foot of a rumble strip to 1 foot transversely away from the rumble strip. For a tapered notched wedge joint, take 4-or 6-inch diameter density cores 6 inches from the upper vertical notch of the completed longitudinal joint for every 3,000 feet at locations selected by the Engineer. Take cores after the adjacent lane is placed and before opening the pavement to traffic. Take cores in the presence of the Engineer, and backfill and compact holes with authorized material. Before submitting a density core, mark it with the core's location, and place it in a protective container. 2.01A(4)(h)(ix) Pavement Smoothness For HMA pavement within 3 feet from and parallel to the construction joint formed between curbs, gutters, or existing pavement, test pavement smoothness using a 12-foot straightedge. 2.01A(4)(h)(x) Reserved 2.01A(4)(i) Department Acceptance 2.01A(4)(i)(i) General The Department tests treated aggregate for acceptance before lime treatment except for gradation. The Engineer takes HMA samples for AASHTO T 283 and AASHTO T 324 (Modified)from any of the following locations: 1. Plant 2. Truck 3. Windrow The Engineer takes HMA samples for all other tests from any of the following locations: 1. Plant 2. Truck 3. Windrow 4. Mat behind the paver To obtain workability of the HMA sample for splitting, the Engineer reheats each sample of HMA mixture not more than 2 cycles. Each reheat cycle is performed by placing the loose mixture in a mechanical forced-draft oven for 2 hours or less after the sample reaches 140 degrees F. The Engineer conditions each at-the-plant sample of HMA mixture in compliance with sections 7.1.2, 7.1.3, and 7.1.4 of AASHTO R 30. The Engineer splits samples and provides you with a part if you request this. No single aggregate or HMA test result may represent more than 750 tons or one day's production, whichever is less, except AASHTO T 283 and AASHTO T 324 (Modified). Except for smoothness, if 2 consecutive Department acceptance test results or any 3 Department acceptance test results for 1 day's production do not comply with the specifications: 1. Stop HMA production 2. Take corrective action 3. Demonstrate compliance with the specifications before resuming production and placement For Department acceptance tests performed under AASHTO T 27, results are considered 1 Department acceptance test regardless of the number of sieves out of compliance. The Engineer accepts HMA based on: 1. Authorized JMF 2. Authorized QC plan 3. Asphalt binder compliance 4. Asphalt emulsion compliance 5. Visual inspection 6. Pavement smoothness ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.01A(4)(i)(ii) In-Place Density Except for HMA pavement placed using method compaction,the Engineer tests the density core you take from each 250 tons of HMA.The Engineer determines the percent of theoretical maximum density for each density core by determining the density core's density and dividing by the theoretical maximum density. Density cores must be taken from the final layer, cored through the entire pavement thickness shown.Where OGFC is required, take the density cores before placing OGFC. If the percent of theoretical maximum density does not comply with the specifications,the Engineer may accept the HMA and take a payment deduction as shown in the following table: Reduced Payment Factors for Percent of Maximum Theoretical Density HMA percent of Reduced payment HMA percent of Reduced payment maximum theoretical factor maximum theoretical factor density density 91.0 0.0000 97.0 0.0000 90.9 0.0125 97.1 0.0125 90.8 0.0250 97.2 0.0250 90.7 0.0375 97.3 0.0375 90.6 0.0500 97.4 0.0500 90.5 0.0625 97.5 0.0625 90.4 0.0750 97.6 0.0750 90.3 0.0875 97.7 0.0875 90.2 0.1000 97.8 0.1000 90.1 0.1125 97.9 0.1125 90.0 0.1250 98.0 0.1250 89.9 0.1375 98.1 0.1375 89.8 0.1500 98.2 0.1500 89.7 0.1625 98.3 0.1625 89.6 0.1750 98.4 0.1750 89.5 0.1875 98.5 0.1875 89.4 0.2000 98.6 0.2000 89.3 0.2125 98.7 0.2125 89.2 0.2250 98.8 0.2250 89.1 0.2375 98.9 0.2375 89.0 0.2500 99.0 0.2500 <89.0 Remove and replace >99.0 Remove and replace For acceptance of a completed tapered notched wedge joint,the Engineer determines density from cores you take every 3,000 feet. 2.01A(4)(i)(iii) Pavement Smoothness For areas that require pavement smoothness determined using an inertial profiler,the pavement surface must: 1. Have no areas of localized roughness with an International Roughness Index greater than 160 in/mi 2. Comply with the Mean Roughness Index requirements shown in the following table for a 0.1 mile section: HMA Pavement Smoothness Acceptance Criteria HMA thickness I Mean Roughness Index requirement >0.20 foot 60 in/mi or less <_0.20 foot 175 in/mi or less Note:These requirements do not apply to the OGFC surface. Smoothness requirements for OGFC are specified in section 39-2.04A(4)(c)(iii). The final surface of HMA must comply with the Mean Roughness Index requirements before placing OGFC. Correct pavement to the Mean Roughness Index specifications.Areas of localized roughness greater than 160 in/mi must be corrected regardless of the Mean Roughness Index values of a 0.1-mile section. 2.01A(4)(i)(iv) Dispute Resolution You and the Engineer must work together to avoid potential conflicts and to resolve disputes regarding test result discrepancies. Notify the Engineer within 5 business days of receiving a test result if you dispute the test result. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA If you or the Engineer dispute the other's test results, submit your test results and copies of paperwork including worksheets used to determine the disputed test results.An independent third party performs referee testing. Before the third party participates in a dispute resolution, it must be qualified under AASHTO Materials Reference Laboratory program, and the Department's Independent Assurance Program.The independent third party must have no prior direct involvement with this Contract. By mutual agreement, the independent third party is chosen from: 1. Department laboratory in a district or region not in the district or region the project is located 2. Transportation Laboratory 3. Laboratory not currently employed by you or your HMA producer If the Department's portion of the split QC samples or acceptance samples are not available,the independent third party uses any available material representing the disputed HMA for evaluation. For a dispute involving JMF verification, the independent third party performs referee testing as specified in the 5th paragraph of section 39-2.01A(4)(b). If the independent third party determines the Department's test results are valid,the Engineer deducts the independent third party's testing costs from payments. If the independent third party determines your test results are valid,the Department pays the independent third party's testing costs. 2.01 B Materials 2.01B(1) General Reserved 2.01B(2) Mix Design 2.01 B(2)(a) General The HMA mix design must comply with AASHTO R 35 except: 1. Notes 3, 6, and 10 do not apply 2. AASHTO M 323 does not apply on combinations of aggregate gradation and asphalt binder contents to determine the OBC and HMA mixture qualities The Contractor Hot Mix Asphalt Design Data form must show documentation on aggregate quality. 2.01 B(2)(b) Hot Mix Asphalt Treatments If the proposed JMF indicates that the aggregate is being treated with dry lime or lime slurry with marination, or the HMA with liquid antistrip, then testing the untreated aggregate under AASHTO T 283 and AASHTO T 324 is not required. If HMA treatment is required or being used by the Contractor, determine the plasticity index of the aggregate blend under California Test 204.Do not use an aggregate blend with a plasticity index greater than 10. If the plasticity index is from 4 to 10,treat the aggregate blend with dry lime with marination or lime slurry with marination. If the plasticity index is less than 4, treat the aggregate blend with dry lime or lime slurry with marination, or treat the HMA with liquid antistrip. 2.01 B(2)(c) Warm Mix Asphalt Technology NOT USED 2.01 B(3) Asphalt Binder Asphalt binder must comply with section 92. For a leveling course, the grade of asphalt binder for the HMA must be PG 64-10 or PG 64-16. 2.01B(4) Aggregates 2.01 B(4)(a) General Aggregates must be clean and free from deleterious substances. The aggregates for a leveling course must comply with the gradation specifications for Type A HMA in section 39-2.02B. 2.01 B(4)(b) Aggregate Gradations Aggregate gradation must be determined before the addition of asphalt binder and must include supplemental fine aggregates. Test for aggregate gradation under AASHTO T 27. Do not wash the coarse aggregate.Wash the fine aggregate only. Use a mechanical sieve shaker.Aggregate shaking time must not exceed 10 minutes for each coarse and fine aggregate portion. Choose a TV within the TV limits shown in the tables titled "Aggregate Gradations." ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Gradations are based on nominal maximum aggregate size. 2.01 B(4)(c) Aggregate Lime Treatments 2.01 B(4)(c)(i) General If aggregate lime treatment is required as specified in section 39-2.01 B(2)(b),the virgin aggregate must comply with the aggregate quality specifications. Lime for treating aggregate must comply with section 24-2.02. Water for lime treatment of aggregate with lime slurry must comply with section 24-1.02B. Notify the Engineer at least 24 hours before the start of aggregate treatment. Do not treat RAP. The lime ratio is the pounds of dry lime per 100 Ib of dry virgin aggregate expressed as a percentage.Water content of slurry or untreated aggregate must not affect the lime ratio. Coarse and fine aggregate fractions must have the lime ratio ranges shown in the following table: Aggregate fractions Lime ratio ercent Coarse 0.4-1.0 Fine 1.5-2.0 Combined 0.8-1.5 The lime ratio for fine and coarse aggregate must be within±0.2 percent of the lime ratio in the accepted JMF. The lime ratio must be within±0.2 percent of the authorized lime ratio when you combine the individual aggregate sizes in the JMF proportions. The lime ratio must be determined before the addition of RAP. If marination is required, marinate treated aggregate in stockpiles from 24 hours to 60 days before using in HMA. Do not use aggregate marinated longer than 60 days. Treated aggregate must not have lime balls or clods. 2.01B(4)(c)(ii) Dry Lime If marination is required: 1. Treat and marinate coarse and fine aggregates separately 2. Treat the aggregate and stockpile for marination only once 3. Treat the aggregate separately from HMA production Proportion dry lime by weight with an automatic continuous proportioning system. If you use a batch-type proportioning system for HMA production, control proportioning in compliance with the specifications for continuous mixing plants. Use a separate dry lime aggregate treatment system for HMA batch mixing including: 1. Pugmill mixer 2. Controller 3. Weigh belt for the lime 4. Weigh belt for the aggregate If a continuous mixing plant for HMA production without lime-marinated aggregates is used, use a controller that measures the blended aggregate weight after any additional water is added to the mixture. The controller must determine the quantity of lime added to the aggregate from the aggregate weigh belt input in connection with the manually input total aggregate moisture,the manually input target lime content, and the lime proportioning system output. Use a continuous aggregate weigh belt and pugmill mixer for lime treatment in addition to the weigh belt for the aggregate proportioning to asphalt binder in the HMA plant. If you use a water meter for moisture control for lime treatment,the meter must comply with Department's MPQP manual. When mixing dry lime with aggregate,the aggregate moisture content must ensure complete lime coating.The aggregate moisture content must not cause aggregate to be lost between the point of weighing the combined aggregate continuous stream and the dryer.Add water to the aggregate for mixing and coating before dry lime addition. Immediately before mixing lime with aggregate,water must not visibly separate from the aggregate. Mix aggregate, water, and dry lime with a continuous pugmill mixer with twin shafts. Immediately before mixing lime with aggregate,water must not visibly separate from the aggregate. Store dry lime in a uniform and free-flowing condition. Introduce ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA dry lime to the pugmill in a continuous process.The introduction must occur after the aggregate cold feed and before the point of proportioning across a weigh belt and the aggregate dryer. Prevent loss of dry lime. The pugmill must be equipped with paddles arranged to provide sufficient mixing action and mixture movement.The pugmill must produce a homogeneous mixture of uniformly coated aggregates at mixer discharge. If the aggregate treatment process is stopped longer than 1 hour, clean the equipment of partially treated aggregate and lime. Aggregate must be completely treated before introduction into the mixing drum. 2.01 B(4)(c)(iii) Lime Slurry For lime slurry aggregate treatment, treat aggregate separate from HMA production. Stockpile and marinate the aggregate. Proportion lime and water with a continuous or batch mixing system. Add lime to the aggregate as slurry consisting of mixed dry lime and water at a ratio of 1 part lime to from 2 to 3 parts water by weight.The slurry must completely coat the aggregate. Immediately before mixing lime slurry with the aggregate, water must not visibly separate from the aggregate. Proportion lime slurry and aggregate by weight in a continuous process. 2.01 B(5) Liquid Antistrip Treatment Liquid antistrip must be from 0.25 to 1.0 percent by weight of asphalt binder. Do not use liquid antistrip as a substitute for asphalt binder. Liquid antistrip total amine value must be 325 minimum when tested under ASTM D2074. Use only 1 liquid antistrip type or brand at a time. Do not mix liquid antistrip types or brands. Store and mix liquid antistrip under the manufacturer's instructions. 2.01 B(6)-39-2.01 B(7) Reserved 2.01B(8) Hot Mix Asphalt Production 2.01 B(8)(a) General Do not start HMA production before verification and authorization of JMF. The HMA plant must have a current qualification under the Department's Material Plant Quality Program. Weighing and metering devices used for the production of HMA modified with additives must comply with the Department's MPQP. If a loss-in-weight meter is used for dry HMA additive, the meter must have an automatic and integral material delivery control system for the refill cycle. Calibrate the loss-in-weight meter by: 1. Including at least 1 complete system refill cycle during each calibration test run 2. Operating the device in a normal run mode for 10 minutes immediately before starting the calibration process 3. Isolating the scale system within the loss-in-weight feeder from surrounding vibration 4. Checking the scale system within the loss-in-weight feeder for accuracy before and after the calibration process and daily during mix production 5. Using a minimum 15 minute or minimum 250 Ib test run size for a dry ingredient delivery rate of less than 1 ton per hour. 6. Complying with the limits of Table B, "Conveyor Scale Testing Extremes," in the Department's MPQP Proportion aggregate by hot or cold-feed control. Aggregate temperature must not be more than 375 degrees F when mixed with the asphalt binder. Asphalt binder temperature must be from 275 to 375 degrees F when mixed with aggregate. Mix HMA ingredients into a homogeneous mixture of coated aggregates. HMA must be produced at the temperatures shown in the following table: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA HMA Production Temperatures HMA compaction Temperature(°F) HMA Density based <_325 Method 305-325 HMA with WMA technology Density based 240-325 Method 260-325 If you stop production for longer than 30 days, a production start-up evaluation is required. 2.01 B(8)(b) Liquid Antistrip If 3 consecutive sets of recorded production data show that the actual delivered liquid antistrip weight is more than±1 percent of the authorized mix design liquid antistrip weight, stop production and take corrective action. If a set of recorded production data shows that the actual delivered liquid antistrip weight is more than ±2 percent of the authorized mix design liquid antistrip weight, stop production. If the liquid antistrip weight exceeds 1.2 percent of the asphalt binder weight, do not use the HMA represented by that data. The continuous mixing plant controller proportioning the HMA must produce a production data log. The log must consist of a series of data sets captured at 10-minute intervals throughout daily production.The data must be a production activity register and not a summation. The material represented by the data is the quantity produced 5 minutes before and 5 minutes after the capture time. For the duration of the Contract,the collected data must be stored by the plant controller or a computer's memory at the plant. The Engineer orders proportioning activities stopped for any of the following reasons: 1. You fail to submit data 2. You submit incomplete, untimely, or incorrectly formatted data 3. You fail to take corrective actions 4. You take late or unsuccessful corrective actions 5. You fail to stop production when proportioning tolerances are exceeded 6. You use malfunctioning or failed proportioning devices If you stop production, notify the Engineer of any corrective actions taken before resuming. 2.01 B(8)(c) Warm Mix Asphalt Technology NOT USED 2.01 B(9) Geosynthetic Pavement Interlayer Geosynthetic pavement interlayer must comply with the specifications for pavement fabric, paving mat, paving grid, paving geocomposite grid, or geocomposite strip membrane as shown. The asphalt binder for geosynthetic pavement interlayer must be PG 64-10, PG 64-16, or PG 70-10. 2.01 B(10) Tack Coat Tack coat must comply with the specifications for asphaltic emulsion or asphalt binder. Choose the type and grade of emulsion or binder. 2.01B(11) Miscellaneous Areas and Dikes For HMA used in miscellaneous areas and dikes, sections 39-2.01A(3), 39-2.01A(4), 39-2.01B(2), 39-2.01B(4)(c), and 39- 2.01 B(5)—(10)do not apply. For miscellaneous areas and dikes: 1. Choose the aggregate gradation from: 1.1. 3/8-inch Type A HMA aggregate gradation 1.2. 1/2-inch Type A HMA aggregate gradation 1.3. 1/2-inch dike mix aggregate gradation 2. Choose asphalt binder Grade PG 64-10, PG 64-16 or PG 70-10. 3. Minimum asphalt binder content must be: 3.1. 6.40 percent for 3/8-inch Type A HMA aggregate gradation 3.2. 5.70 percent for 1/2-inch Type A HMA aggregate gradation 3.3. 6.40 percent for 1/2-inch dike mix aggregate gradation ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA If you request and the Engineer authorizes,you may reduce the minimum asphalt binder content. Aggregate gradation for 1/2-inch dike mix must be within the TV limits for the specified sieve size shown in the following table: Aggregate Gradation for 1/2-inch Dike Mix (Percentage Passing) Sieve size Target value limit Allowable tolerance 3/4" 100 1/2" 90-95 TV±5 No.4 70-75 TV±5 No. 8 23-25 TV±5 No. 50 15-35 TV±5 No. 200 7.0-13.0 TV±2.0 2.01C Construction 2.01C(1) General Do not place HMA on wet pavement or frozen surface. You may deposit HMA in a windrow and load it in the paver if: 1. Paver is equipped with a hopper that automatically feeds the screed 2. Loading equipment can pick up the windrowed material and deposit it in the paver hopper without damaging base material 3. Activities for depositing, pickup, loading, and paving are continuous 4. For method compaction: 4.1. The temperature of the HMA and the HMA produced with WMA water injection technology in the windrow does not fall below 260 degrees F 4.2. The temperature of the HMA produced using WMA additive technology in the windrow does not fall below 250 degrees F HMA placed in a windrow on the roadway surface must not extend more than 250 feet in front of the loading equipment or material transfer vehicle. You may place HMA in 1 or more layers on areas less than 5 feet wide and outside the traveled way, including shoulders. You may use mechanical equipment other than a paver for these areas. The equipment must produce uniform smoothness and texture. HMA handled, spread, or windrowed must not stain the finished surface of any improvement, including pavement. Do not use petroleum products such as kerosene or diesel fuel to release HMA from trucks, spreaders, or compactors. HMA must be free of: 1. Segregation 2. Coarse or fine aggregate pockets 3. Hardened lumps Complete finish rolling activities before the pavement surface temperature is: 1. Below 150 degrees F for HMA with unmodified binder 2. Below 140 degrees F for HMA with modified binder 2.01C(2) Spreading and Compacting Equipment 2.01C(2)(a) General Paving equipment for spreading must be: 1. Self-propelled 2. Mechanical 3. Equipped with a screed or strike-off assembly that can distribute HMA the full width of a traffic lane 4. Equipped with a full-width compacting device 5. Equipped with automatic screed controls and sensing devices that control the thickness, longitudinal grade, and transverse screed slope Install and maintain grade and slope references. The screed must be heated and produce a uniform HMA surface texture without tearing, shoving, or gouging. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA The paver must not leave marks such as ridges and indentations unless you can eliminate them by rolling. Rollers must be equipped with a system that prevents HMA from sticking to the wheels. You may use a parting agent that does not damage the HMA or impede the bonding of layers. In areas inaccessible to spreading and compacting equipment: 1. Spread the HMA by any means to obtain the specified lines, grades, and cross sections 2. Use a pneumatic tamper, plate compactor, or equivalent to achieve thorough compaction 2.01C(2)(b) Material Transfer Vehicle If a material transfer vehicle is specified,the material transfer vehicle must have sufficient capacity to prevent stopping the paver and must be capable of: 1. Either receiving HMA directly from trucks or using a windrow pickup head to load it from a windrow deposited on the roadway surface 2. Remixing the HMA with augers before transferring into the paver's receiving hopper or feed system 3. Transferring HMA directly into the paver's receiving hopper or feed system 2.01C(2)(c) Method Compaction Equipment For method compaction, each paver spreading HMA must be followed by 3 rollers: 1. One vibratory roller specifically designed to compact HMA.The roller must be capable of at least 2,500 vibrations per minute and must be equipped with amplitude and frequency controls. The roller's gross static weight must be at least 7.5 tons. 2. One oscillating-type pneumatic-tired roller at least 4 feet wide. Pneumatic tires must be of equal size, diameter,type, and ply. The tires must be inflated to 60 psi minimum and maintained so that the air pressure does not vary more than 5 psi. 3. One steel-tired, 2-axle tandem roller.The roller's gross static weight must be at least 7.5 tons. Each roller must have a separate operator. Rollers must be self-propelled and reversible. 2.01 C(2)(d)-39-2.01 C(2)(f) Reserved 2.01C(3) Surface Preparation 2.01 C(3)(a) General Before placing HMA, remove loose paving particles, dirt, and other extraneous material by any means including flushing and sweeping. 2.01C(3)(b) Subgrade Prepare subgrade to receive HMA under the sections for the material involved. Subgrade must be free of loose and extraneous material. 2.01 C(3)(c) Reserved 2.01C(3)(d) Prepaving Inertial Profiler Section 39-2.01 C(3)(d)applies to existing asphalt concrete surfaces receiving an HMA overlay if a bid item for prepaving inertial profiler is shown on the Bid Item List. Before starting paving activities, perform prepaving inertial profiler measurements. Prepaving inertial profiler work includes taking profiles of the existing pavement and analyzing the data with ProVAL to determine existing pavement International Roughness Index, Mean Roughness Index, and areas of localized roughness. If the Contract includes cold planing, take prepaving inertial profiler measurements before cold planning. If the Contract includes replace asphalt concrete surfacing,take prepaving inertial profiler measurements after replacing the asphalt concrete surfacing. 2.01C(3)(e) Prepaving Grinding Section 36-3.01 C(3)applies to existing asphalt concrete surfaces: 1. That will not be cold planned or milled 2. That will receive an HMA overlay less than or equal to 0.20 foot exclusive of OGFC 3. If a bid item for prepaving grinding day is shown on the Bid Item List After performing prepaving inertial profiling, correct areas of localized roughness greater than 180 in/mi. Notify the Engineer of those areas of localized roughness that cannot be corrected by prepaving grinding according to the ProVAL smoothness assurance analysis grinding report.The Engineer responds to your notification within 5 business days. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA For those areas of localized roughness that cannot be corrected by grinding, the Engineer may order you to either(1)not correct the areas of localized roughness or(2)correct areas of localized roughness by a different method and take profiles of the corrected areas with an inertial profiler. Corrective work performed by a different method,taking profiles of the corrected areas,the associated traffic control is change order work. If ordered not to correct areas of localized roughness,the smoothness specifications do not apply to the final pavement surface placed in those areas. After correcting areas of localized roughness,take profiles of the corrected area and submit profile data as specified in section 39- 2.01 A(3)(m)(iv). Dispose of grinding residue. Pave within 7 days of correcting areas. The final pavement surface must comply with section 39-2.01A(4)(i)(iii). If the Engineer determines more time is required for prepaving grinding than the Contract allows for and if prepaving grinding is a controlling activity, the Engineer makes a time adjustment. 2.01 C(3)(f) Tack Coat Apply a tack coat: 1. To existing pavement including planed surfaces 2. Between HMA layers 3. To vertical surfaces of: 3.1. Curbs 3.2. Gutters 3.3. Construction joints Equipment for the application of tack coat must comply with section 37-1.03B. Before placing HMA, apply a tack coat in 1 application at the minimum residual rate shown in the following table for the condition of the underlying surface: Tack Coat Application Rates for HMA Minimum residual rates al/sq d CSS1/CSS1h, SS1/SS1h CRS1/CRS2, RS1/RS2 Asphalt binder and HMA over: and QS1h/CQS1h and QS1/CQS1 PMRS2/PMCRS2 and asphaltic emulsion asphaltic emulsion PMRS2h/PMCRS2h asphaltic emulsion New HMA between layers) 0.02 0.03 0.02 Concrete pavement and existing 0.03 0.04 0.03 asphalt concrete surfacing Planed pavement 0.05 0.06 0.04 If a stress absorbing membrane interlayer as specified in section 37-2.05 is applied, the tack coat application rates for new HMA apply. Notify the Engineer if you dilute asphaltic emulsion with water.The weight ratio of added water to asphaltic emulsion must not exceed 1 to 1. Measure added water either by weight or volume under section 9-1.02 or use water meters from water districts, cities, or counties. If you measure water by volume, apply a conversion factor to determine the correct weight. With each dilution,submit: 1. Weight ratio of water to bituminous material in the original asphaltic emulsion 2. Weight of asphaltic emulsion before diluting 3. Weight of added water 4. Final dilution weight ratio of water to asphaltic emulsion Apply a tack coat to vertical surfaces with a residual rate that will thoroughly coat the vertical face without running off. If authorized, you may: 1. Change tack coat rates ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2. Omit tack coat between layers of new HMA during the same work shift if: 2.1. No dust, dirt, or extraneous material is present 2.2. Surface is at least 140 degrees F Immediately in advance of placing HMA, apply additional tack coat to damaged areas or where loose or extraneous material is removed. Close areas receiving tack coat to traffic. Do not allow the tracking of tack coat onto pavement surfaces beyond the job site. If you use an asphalt binder for tack coat,the asphalt binder temperature must be from 285 to 350 degrees F when applied. 2.01C(3)(g) Geosynthetic Pavement Interlayer Where shown, place geosynthetic pavement interlayer over a coat of asphalt binder and in compliance with the manufacturer's instructions. Do not place the interlayer on a wet or frozen surface. Before placing the interlayer and asphalt binder: 1. Repair cracks 1/4 inch and wider, spalls, and holes in the pavement. Repairing cracks is change order work. 2. Clean the pavement of loose and extraneous material. Immediately before placing the interlayer, apply 0.25±0.03 gal of asphalt binder per square yard of interlayer or until saturated. Apply asphalt binder the width of the interlayer plus 3 inches on each side.At an interlayer overlap, apply asphalt binder on the lower interlayer the same overlap distance as the upper interlayer. Align and place the interlayer with no overlapping wrinkles, except a wrinkle that overlaps may remain if it is less than 1/2 inch thick. If the overlapping wrinkle is more than 1/2 inch thick, cut the wrinkle out and overlap the interlayer no more than 2 inches. Overlap the interlayer borders between 2 to 4 inches. In the direction of paving, overlap the following roll with the preceding roll at any break. You may use rolling equipment to correct distortions or wrinkles in the interlayer. If asphalt binder tracked onto the interlayer or brought to the surface by construction equipment causes interlayer displacement, cover it with a small quantity of HMA. Before placing HMA on the interlayer, do not expose the interlayer to: 1. Traffic except for crossings under traffic control and only after you place a small HMA quantity 2. Sharp turns from construction equipment 3. Damaging elements Pave HMA on the interlayer during the same work shift.The minimum HMA thickness over the interlayer must be 0.12 foot thick including at conform tapers. 2.01C(4) Longitudinal Joints 2.01C(4)(a) General Longitudinal joints in the top layer must match lane lines.Alternate the longitudinal joint offsets in the lower layers at least 0.5 foot from each side of the lane line. Other longitudinal joint placement patterns are allowed if authorized. A vertical longitudinal joint of more than 0.15 foot is not allowed at any time between adjacent lanes open to traffic. For an HMA thickness of 0.15 foot or less,the distance between the ends of the adjacent surfaced lanes at the end of each day's work must not be greater than can be completed in the following day of normal paving. For an HMA thickness greater than 0.15 foot, you must place HMA on adjacent traveled way lanes or shoulder such that at the end of each work shift the distance between the ends of HMA layers on adjacent lanes is from 5 to 10 feet. Place additional HMA along the transverse edge at each lane's end and along the exposed longitudinal edges between adjacent lanes. Hand rake and compact the additional HMA to form temporary conforms. You may place kraft paper or other authorized release agent under the conform tapers to facilitate the taper removal when paving activities resume. If placing HMA against the edge of existing pavement, saw cut or grind the pavement straight and vertical along the joint and remove extraneous material. 2.01C(4)(b) Tapered Notched Wedge For divided highways with an HMA lift thickness greater than 0.15 foot, you may construct a 1-foot wide tapered notched wedge joint as a longitudinal joint between adjacent lanes open to traffic.A vertical notch of 0.75 inch maximum must be placed at the top and bottom of the tapered wedge. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA The tapered notched wedge must keep its shape while exposed to traffic. Pave the adjacent lane within 1 day. Construct the tapered portion of the tapered notched wedge with an authorized strike-off device. The strike-off device must provide a uniform slope and must not restrict the main screed of the paver. You may use a device attached to the screed to construct longitudinal joints that will form a tapered notched wedge in a single pass.The tapered notched wedge must be compacted to a minimum of 91 percent compaction. 2.01 C(5) Pavement Edge Treatments Construct edge treatment on the HMA pavement as shown. Where a tapered edge is required, use the same type of HMA used for the adjacent lane or shoulder. The edge of roadway where the tapered edge is to be placed must have a solid base,free of debris such as loose material, grass, weeds, or mud. Grade the areas to receive the tapered edge as required. The tapered edge must be placed monolithic with the adjacent lane or shoulder and must be shaped and compacted with a device attached to the paver. The device must be capable of shaping and compacting HMA to the required cross section as shown. Compaction must be accomplished by constraining the HMA to reduce the cross sectional area by 10 to 15 percent.The device must produce a uniform surface texture without tearing, shoving, or gouging and must not leave marks such as ridges and indentations. The device must be capable of transitioning to cross roads, driveways, and obstructions. For the tapered edge, the angle of the slope must not deviate by more than±5 degrees from the angle shown. Measure the angle from the plane of the adjacent finished pavement surface. If paving is done in multiple lifts,the tapered edge must be placed with each lift. Short sections of hand work are allowed to construct tapered edge transitions. 2.01C(6) Widening Existing Pavement If widening existing pavement, construct new pavement structure to match the elevation of the existing pavement's edge before placing HMA over the existing pavement. 2.01C(7) Shoulders, Medians, and Other Road Connections Until the adjoining through lane's top layer has been paved, do not pave the top layer of: 1. Shoulders 2. Tapers 3. Transitions 4. Road connections 5. Driveways 6. Curve widenings 7. Chain control lanes 8. Turnouts 9. Turn pockets If the number of lanes changes, pave each through lane's top layer before paving a tapering lane's top layer. Simultaneous to paving a through lane's top layer, you may pave an adjoining area's top layer, including shoulders. Do not operate spreading equipment on any area's top layer until completing final compaction. If shoulders or median borders are shown, pave shoulders and median borders adjacent to the lane before opening a lane to traffic. If shoulder conform tapers are shown, place conform tapers concurrently with the adjacent lane's paving. If a driveway or a road connection is shown, place additional HMA along the pavement's edge to conform to road connections and driveways. Hand rake, if necessary, and compact the additional HMA to form a smooth conform taper. 2.01C(8) Leveling Section 39-2.01 C(8)applies if a bid item for hot mix asphalt(leveling) is shown on the Bid Item List. Fill and level irregularities and ruts with HMA before spreading HMA over the base, existing surfaces, or bridge decks. You may use mechanical equipment other than a paver for these areas.The equipment must produce uniform smoothness and texture. HMA used to change an existing surface's cross slope or profile is not paid for as hot mix asphalt(leveling). ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.01C(9) Miscellaneous Areas and Dikes Prepare the area to receive HMA for miscellaneous areas and dikes, including excavation and backfill as needed. Spread the HMA in miscellaneous areas in 1 layer and compact to the specified lines and grades. In median areas adjacent to slotted median drains, each layer of HMA must not exceed 0.20 foot maximum compacted thickness. The finished surface must be: 1. Textured uniformly 2. Compacted firmly 3. Without depressions, humps, and irregularities 2.01C(10)-39-2.01C(14) Reserved 2.01C(15) Compaction 2.01C(15)(a) General Rolling must leave the completed surface compacted and smooth without tearing, cracking, or shoving. If a vibratory roller is used as a finish roller,turn the vibrator off. Do not open new HMA pavement to traffic until its mid depth temperature is below 160 degrees F. If the surface to be paved is both in sunlight and shade, pavement surface temperatures are taken in the shade. 2.01C(15)(b) Method Compaction Use method compaction for any of the following conditions: 1. HMA pavement thickness shown is less than 0.15 foot 2. Replace asphalt concrete surfacing 3. Leveling courses 4. Areas the Engineer determines conventional compaction and compaction measurement methods are impeded HMA compaction coverage is the number of passes needed to cover the paving width.A pass is 1 roller's movement parallel to the paving in either direction. Overlapping passes are part of the coverage being made and are not a subsequent coverage. Do not start a coverage until completing the prior coverage. Method compaction must consist of performing: 1. Breakdown compaction of each layer with 3 coverages using a vibratory roller. The speed of the vibratory roller in miles per hour must not exceed the vibrations per minute divided by 1,000. If the HMA layer thickness is less than 0.08 foot,turn the vibrator off. 2. Intermediate compaction of each layer of HMA with 3 coverages using a pneumatic-tired roller at a speed not to exceed 5 mph. 3. Finish compaction of HMA with 1 coverage using a steel-tired roller. Start rolling at the lower edge and progress toward the highest part. The Engineer may order fewer coverages if the layer thickness of HMA is less than 0.15 foot. The compacted lift thickness must not exceed 0.25 foot. 2.01C(15)(c)-2.01C(15)(e) Reserved 2.01C(16) Smoothness Corrections If the pavement surface does not comply with section 39-2.01A(4)(i)(iii), grind the pavement to within specified tolerances, remove and replace the pavement, or place an overlay of HMA. Do not start corrective work until your method is authorized. Do not use equipment with carbide cutting teeth to grind the pavement unless authorized. Smoothness corrections must leave at least 75 percent of the specified HMA thickness. If ordered, core the pavement at the locations selected by the Engineer. Coring, including traffic control, is change order work. Remove and replace deficient pavement areas where the overlay thickness is less than 75 percent of the thickness specified. Corrected HMA pavement areas must be uniform rectangles, half the lane width,with edges: 1. Parallel to and along the nearest HMA pavement edge or lane line 2. Perpendicular to the pavement centerline ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA On ground areas not to be overlaid with OGFC, apply a fog seal coat under section 37-4.02. Where corrections are made within areas requiring testing with inertial profiler, reprofile the entire lane length with the inertial profiler. Where corrections are made within areas requiring testing with a 12-foot straightedge, retest the corrected area with the straightedge. 2.01C(17) Data Cores Section 39-2.01 C(17)applies if a bid item for data core is shown on the Bid Item List. Take data cores of the completed HMA pavement, underlying base, and subbase material. Notify the Engineer 3 business days before coring. Protect data cores and surrounding pavement from damage. Take 4-inch or 6-inch diameter data cores: 1. At the beginning, end, and every 1/2 mile within the paving limits of each route on the project 2. After all paving is complete 3. From the center of the specified lane On a 2-lane roadway,take data cores from either lane. On a 4-lane roadway, take data cores from the outermost lane in each direction. On a roadway with more than 4 lanes, take data cores from the innermost lane and the outermost lane in each direction. Each core must include the stabilized materials encountered.You may choose not to recover unstabilized material but you must identify the material. Unstabilized material includes any of the following: 1. Granular material 2. Crumbled or cracked stabilized material 3. Sandy or clayey soil Where data core samples are taken, backfill and compact the holes with an authorized material. After data core summary and photograph submittal, dispose of cores. 2.01 D Payment The payment quantity for geosynthetic pavement interlayer is the area measured from the actual pavement covered. Except for tack coat used in minor HMA, payment for tack coat is not included in the payment for hot mix asphalt. The Department does not adjust the unit price for an increase or decrease in the tack coat quantity. The payment quantity for HMA of the type shown on the Bid Item List is measured based on the combined mixture weight. If recorded batch weights are printed automatically,the bid item for HMA is measured by using the printed batch weights, provided: 1. Total aggregate and supplemental fine aggregate weight per batch is printed. If supplemental fine aggregate is weighed cumulatively with the aggregate,the total aggregate batch weight must include the supplemental fine aggregate weight. 2. Total virgin asphalt binder weight per batch is printed. 3. Each truckload's zero tolerance weight is printed before weighing the first batch and after weighing the last batch. 4. Time, date, mix number, load number and truck identification is correlated with a load slip. 5. Copy of the recorded batch weights is certified by a licensed weigh master and submitted. The payment quantity for place hot mix asphalt dike of the type shown on the Bid Item List is the length measured from end to end. Payment for the HMA used to construct the dike is not included in the payment for place hot mix asphalt dike. The payment quantity for place hot mix asphalt(miscellaneous areas) is the area measured for the in-place compacted area. Payment for the HMA used for miscellaneous areas is not included in the payment for place hot mix asphalt(miscellaneous areas). The Engineer does not adjust the unit price for an increase or decrease in the prepaving grinding day quantity. 2.02 TYPE A HOT MIX ASPHALT 2.02A General 2.02A(1) Summary Section 39-2.02 includes specifications for producing and placing Type A hot mix asphalt. You may produce Type A HMA using an authorized WMA technology. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.02A(2) Definitions Reserved 2.02A(3) Submittals 2.02A(3)(a) General Reserved 2.02A(3)(b) Job Mix Formula The JMF must be based on the superpave HMA mix design as described in MS-2 Asphalt Mix Design Methods by the Asphalt Institute. 2.02A(3)(c) Reclaimed Asphalt Pavement Submit QC test results for RAP gradation with the combined aggregate gradation within 2 business days of taking RAP samples during Type A HMA production. 2.02A(3)(d)-2.02A(3)(f) Reserved 2.02A(4) Quality Assurance 2.02A(4)(a) General Reserved 2.02A(4)(b) Quality Control 2.02A(4)(b)(i) General Reserved 2.02A(4)(b)(ii) Aggregates Test the quality characteristics of aggregates under the test methods and frequencies shown in the following table: Aggregate Testing Frequencies Quality characteristic Test method Minimum testing frequency Gradation' AASHTO T 27 Sand equivalent °° AASHTO T 176 1 per 750 tons and any remaining part Moisture content AASHTO T 255 Crushed particles AASHTO T 335 Los Angeles Rattler AASHTO T 96 1 per 10,000 tons or 2 per project whichever is Flat and elongated particles ASTM D4791 greater Fine aggregate angularity AASHTO T 304 Method A 'If RAP is used,test the combined aggregate gradation under California Test 384. bReported value must be the average of 3 tests from a single sample. °Use of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker,"7.1.2, "Alternate Method No. 2,"and 8.4.3, "Hand Method,"do not apply. Prepare the stock solution as specified in section 4.8.1, "Stock solution with formaldehyde,"except omit the addition of formaldehyde. dTest at continuous mixing plants only. If RAP is used,test the RAP moisture content at continuous mixing plant and batch mixing plant. For lime treated aggregate, test aggregate before treatment and test for gradation and moisture content during HMA production. 2.02A(4)(b)(iii) Reclaimed Asphalt Pavement Sample and test processed RAP at a minimum frequency of 1 sample per 1,000 tons with a minimum of 6 samples per fractionated stockpile. If the fractionated stockpile has not been augmented,the 3 RAP samples taken and tested for mix design can be part of this minimum sample requirement. If a processed RAP stockpile is augmented, sample and test processed RAP quality characteristics at a minimum frequency of 1 sample per 500 tons of augmented RAP. The combined RAP sample when tested under AASHTO T 164 must be within±2.00 percent of the average asphalt binder content reported on page 4 of your Contractor Hot Mix Asphalt Design Data form. If a new processed RAP stockpile is required, the average binder content of the new processed RAP stockpile must be within±2.00 percent of the average binder reported on page 4 of your Contractor Hot Mix Asphalt Design Data form. The combined RAP sample when tested under AASHTO T 209 must be within ±0.06 of the average maximum specific gravity reported on page 4 of your Contractor Hot Mix Asphalt Design Data form. During Type A HMA production, sample RAP twice daily and perform QC testing for: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 1. Aggregate gradation at least once a day under California Test 384 2. Moisture content at least twice a day 2.02A(4)(b)(iv)-2.02A(4)(b)(viii) Reserved 2.02A(4)(b)(ix) Type A Hot Mix Asphalt Production Test the quality characteristics of Type A HMA under the test methods and frequencies shown in the following table: Type A HMA Production Testing Frequencies Quality characteristic Test method Minimum testing frequency Asphalt binder content AASHTO T 308, Method A 1 per 750 tons and any remaining part HMA moisture content AASHTO T 329 1 per 2,500 tons but not less than 1 per paving da Air voids content AASHTO T 269 1 per 4,000 tons or 2 every 5 paving days, whichever is greater Voids in mineral aggregate SP-2 Asphalt Mixture Volumetrics 1 per 10,000 tons or 2 per project whichever is Dust proportion SP-2 Asphalt Mixture Volumetrics greater Density of core California Test 375 2 per paving da Nuclear gauge density California Test 375 3 per 250 tons or 3 per paving day, whichever is greater Hamburg wheel track AASHTO T 324 Modified 1 per 10,000 tons or 1 per project, whichever is Moisture susceptibility AASHTO T 283 greater 2.02A(4)(c)-2.02A(4)(d) Reserved 2.02A(4)(e) Department Acceptance The Department accepts Type A HMA based on compliance with: 1. Aggregate quality requirements shown in the following table: Aggregate Qualit Quality characteristic Test method Requirement Aggregate gradation AASHTO T 27 JMF±Tolerance Percent of crushed particles Coarse aggregate(min, %) One-fractured face 95 Two-fractured faces 90 Fine aggregate (min, %) AASHTO T 335 (Passing No.4 sieve and retained on No. 8 sieve.) One-fractured face 70 Los Angeles Rattler(max, %) Loss at 100 Rev. AASHTO T 96 12 Loss at 500 Rev. 40 Sand equivalent(min.)" AASHTO T 176 47 Flat and elongated particlesmax, % b weight at 5:1 ASTM D4791 10 Fine aggregate an ularit min, % AASHTO T 304, Method A 45 aThe Engineer determines combined aggregate gradations containing RAP under California Test 384. bReported value must be the average of 3 tests from a single sample. 'Use of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker,"7.1.2, "Alternate Method No. 2,"and 8.4.3, "Hand Method,"do not apply. Prepare the stock solution as specified in section 4.8.1, "Stock solution with formaldehyde,"except omit the addition of formaldehyde. aThe Engineer waives this specification if HMA contains 10 percent or less of nonmanufactured sand by weight of total aggregate. Manufactured sand is fine aggregate produced by crushing rock or gravel. 2. If RAP is used, RAP quality requirements shown in the following table: Reclaimed Asphalt Pavement Quality Quality characteristic Test method Requirement Binder content %within the average value reported) AASHTO T 164 ±2.00 Specific gravity(within the average value reported) AASHTO T 209 ±0.06 3. In place Type A HMA quality requirements shown in the following table: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Type A HMA Acce tance In Place Quality characteristic Test method Requirement Asphalt binder content(%) AASHTO T 308 JMF-0.30, +0.50 Method A HMA moisture content max, % AASHTO T 329 1.00 Air voids content at Ndeslgn MY'D AASHTO T 269 4.0± 1.5 5.0± 1.5 for 1-inch aggregate) Voids in mineral aggregate on laboratory-produced HMA(min, SP-2 %)d Asphalt Mixture Gradation: Volumetrics No. 4 16.5-19.5 3/8-inch 15.5-18.5 1/2-inch 14.5-17.5 3/4-inch 13.5-16.5 1-inch with WAS= 1-inch 13.5-16.5 with WAS=3/4-inch 14.5-17.5 Voids in mineral aggregate on plant-produced HMA(min, %)' SP-2 Asphalt Mixture Gradation: Volumetrics° No. 4 3/8-inch 15.5-18.5 1/2-inch 14.5-17.5 3/4-inch 13.5-16.5 1-inch 12.5-15.5 with WAS= 1-inch with WAS=3/4-inch 12.5-15.5 13.5-16.5 Dust proportion SP-2 Asphalt Mixture 0.6-1.39 Volumetrics Density of core %of max theoretical density California Test 375 91.0-97.0 Hamburg wheel track(min number of passes at 0.5-inch rut AASHTO T 324 depth) (Modified) Binder grade: PG 58 10,000 PG 64 15,000 PG 70 20,000 PG 76 or higher 25,000 Hamburg wheel track(min number of passes at inflection AASHTO T 324 point) (Modified) Binder grade: PG 58 10,000 PG 64 10,000 PG 70 12,500 PG 76 or higher 15,000 Moisture susceptibility min, psi, dry strength) AASHTO T 283 100 Moisture susceptibility min, psi,wet strength) AASHTO T 283 70 'Prepare 3 briquettes. Report the average of 3 tests. bThe Engineer determines the bulk specific gravity of each lab-compacted briquette under AASHTO T 275, Method A, and theoretical maximum specific gravity under AASHTO T 209, Method A. °Determine bulk specific gravity under AASHTO T 275, Method A. dThe Engineer determines the laboratory-prepared Type A HMA value for only mix design verification. eThe Engineer determines percent of theoretical maximum density under California Test 375 except the Engineer uses: 1. AASHTO T 275 to determine in-place density of each density core 2. AASHTO T 209, Method A to determine theoretical maximum density instead of calculating test maximum density fThe Engineer determines theoretical maximum density under AASHTO T 209, Method A, at the frequency specified in California Test 375, part 5, section D. 9For lime-treated aggregates,the dust proportion requirement is 0.6-1.5. 2.028 Materials 2.02B(1) General Reserved ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.02B(2) Type A Hot Mix Asphalt Mix Design The mix design for Type A HMA must comply with the requirements shown in the following table: Type A HMA Mix Design Requirements Quality characteristic Test method Requirement Air voids content(%) AASHTO T 2695 Ninitial>8.0 Ndesign =4.0 (Ndesign =5.0 for 1-inch aggregate) Nmax>2.0 Gyration compaction (no. of gyrations) AASHTO T 312 Ninitial=8 Ndesign=85.0 Nmax= 130 Voids in mineral aggregate(min, %) SP-2 Gradation: Asphalt Mixture No. 4 Volumetrics 16.5-19.5 3/8-inch 15.5-18.5 1/2-inch 14.5-17.5 3/4-inch 13.5-16.5 1-inch with NMAS= 1-inch 13.5-16.5 with NMAS=3/4-inch 14.5-17.5 Dust proportion SP-2 Asphalt Mixture 0.6-1.3 Volumetrics Hamburg wheel track(min number of passes at 0.5-inch AASHTO T 324 rut depth) (Modified)° Binder grade: PG 58 10,000 PG 64 15,000 PG 70 20,000 PG 76 or higher 25,000 Hamburg wheel track(min number of passes at the AASHTO T 324 inflection point) (Modified)° Binder grade: PG 58 10,000 PG 64 10,000 PG 70 12,500 PG 76 or higher 15,000 Moisture susceptibility, dry strength min, psi) AASHTO T 283° 100 Moisture susceptibility, wet strength min, psi) AASHTO T 283`' 70 'Calculate the air voids content of each specimen using AASHTO T 275, Method A,to determine bulk specific gravity. Use AASHTO T 209, Method A, to determine theoretical maximum specific gravity. Use a digital manometer and pycnometer when performing AASHTO T 209. Measure bulk specific gravity using AASHTO T 275, Method A. °Test plant-produced Type A HMA. dFreeze thaw required. For Type A HMA mixtures using RAP, the maximum allowed binder replacement is 25.0 percent in the upper 0.2 foot exclusive of OGFC and 40.0 percent below. The binder replacement is calculated as a percentage of the approved JMF target asphalt binder content. For Type A HMA with a binder replacement percent less than or equal to 25 percent of your specified OBC, you may request that the performance graded asphalt binder grade with upper and lower temperature classifications be reduced by 6 degrees C from the specified grade. For Type A HMA with a binder replacement greater than 25 percent of your specified OBC and less than or equal to 40 percent of OBC,you must use a performance graded asphalt binder grade with upper and lower temperature classifications reduced by 6 degrees C from the specified grade. 2.02B(3) Asphalt Binder Reserved ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.02B(4) Aggregates 2.02B(4)(a) General Before the addition of asphalt binder and lime treatment,the aggregates must comply with the requirements shown in the following table: Aggregate Quality Quality characteristic Test method Requirement Percent of crushed particles: Coarse aggregate(min, %) One-fractured face 95 Two-fractured faces AASHTO T 335 90 Fine aggregate(min, %) (Passing No.4 sieve and retained on No. 8 sieve.) One-fractured face 70 Los Angeles Rattler(max, %) Loss at 100 Rev. AASHTO T 96 12 Loss at 500 Rev. 40 Sand equivalent mina AASHTO T 176 47 Flat and elongated particles max, % by weight at 5:1 ASTM D4791 10 Fine aggregate an ularit min, % AASHTO T 304, Method A 45 'The reported value must be the average of 3 tests from a single sample. Use of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker,"7.1.2, "Alternate Method No. 2,"and 8.4.3, "Hand Method,"do not apply. Prepare the stock solution as specified in section 4.8.1, "Stock solution with formaldehyde,"except omit the addition of formaldehyde. bThe Engineer waives this specification if the Type A HMA contains 10 percent or less of nonmanufactured sand by weight of total aggregate, except if your JMF fails verification. Manufactured sand is fine aggregate produced by crushing rock or gravel. 2.02B(4)(b) Aggregate Gradations The aggregate gradations for Type A HMA must comply with the requirements shown in the following table: Aggregate Gradation Requirements Type A HMA pavement thickness shown Gradation 0.10 foot 3/8 inch Greater than 0.10 to less than 0.20 foot 1/2 inch 0.20 to less than 0.25 foot 3/4 inch 0.25 foot or greater 3/4 inch or 1 inch Aggregate gradation must be within the TV limits for the specified sieve size shown in the following tables: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Aggregate Gradations for Type A HMA (Percentage Passing) 1 inch Sieve size Tar et value limit I Allowable tolerance 1" 100 -- 3/4" 88-93 TV±5 1/2" 72-85 TV±6 3/8" 55-70 TV±6 No.4 35-52 TV±7 No. 8 22-40 TV±5 No. 30 8-24 TV±4 No. 50 5-18 TV±4 No. 200 3.0-7.0 TV±2.0 3/4 inch Sieve size Target value limit Allowable tolerance 11. 100 -- 3/4" 90-98 TV±5 1/2" 70-90 TV±6 No.4 42-58 TV±5 No. 8 29-43 TV±5 No. 30 10-23 TV±4 No. 200 2.0-7.0 TV±2.0 1/2 inch Sieve size Tar et value limit Allowable tolerance 3/4" 100 1/2" 95-98 TV±5 3/8" 72-95 TV±5 No.4 52-69 TV±5 No. 8 35-55 TV±5 No. 30 15-30 TV±4 No. 200 2.0-8.0 TV±2.0 3/8 inch Sieve size Tar et value limit Allowable tolerance 1/2" 100 -- 3/8" 95-98 TV±5 No.4 55-75 TV±5 No. 8 30-50 TV±5 No. 30 15-35 TV±5 No. 200 2.0-9.0 TV±2.0 No.4 Sieve size Target value limit Allowable tolerance 3/8" 100 No.4 95-98 TV±5 No. 8 70-80 TV±6 No. 30 34-45 TV±5 No. 200 2.0-12.0 TV±4.0 2.02B(5) Reclaimed Asphalt Pavement You may substitute RAP for part of the virgin aggregate in a quantity up to 25 percent of the aggregate blend. Provide enough space at your plant for complying with all RAP handling requirements. Provide a clean, graded base, well drained area for stockpiles. If RAP is from multiple sources, blend the RAP thoroughly and completely before fractionating. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA For RAP substitution greater than 15 percent of the aggregate blend,fractionate RAP stockpiles into 2 sizes, a coarse fraction RAP retained on 3/8-inch sieve and a fine fraction RAP passing 3/8-inch sieve. For RAP substitution of 15 percent of the aggregate blend or less,fractionation is not required. The RAP fractionation must comply with the requirements shown in the following table: RAP Stockpile Fractionation Gradation Requirements Size I Test method Requirement Coarse % passing the 1-inch sieve California Test 202' 100 Fine % passing the 3/8-inch sieve California Test 202' 98-100 'Maximum mechanical shaking time is 10 minutes. You may use the coarse fractionated stockpile,the fine fractionated stockpile, or a combination of the coarse and fine fractionated stockpiles. Isolate the processed RAP stockpiles from other materials. Store processed RAP in conical or longitudinal stockpiles. Processed RAP must not be agglomerated or be allowed to congeal in large stockpiles. 2.02B(6)-39-2.02B(10) Reserved 2.02B(11) Type A Hot Mix Asphalt Production If RAP is used, the asphalt plant must automatically adjust the virgin asphalt binder to account for RAP percentage and RAP binder. During production, you may adjust hot-or cold-feed proportion controls for virgin aggregate and RAP. RAP must be within±3 of RAP percentage described in your Contractor Job Mix Formula Proposal form without exceeding 25 percent. 2.02C Construction Where the pavement thickness shown is greater than 0.30 foot, you may place Type A HMA in multiple lifts not less than 0.15 foot each. If placing Type A HMA in multiple lifts: 1. Aggregate gradation must comply with the requirements shown in the following table: Aggregate Gradation Requirements Type A HMA lift thickness Gradation 0.15 to less than 0.20 foot 1/2 inch 0.20 foot to less than 0.25 foot 3/4 inch 0.25 foot or greater 3/4 inch or 1 inch 2. Apply a tack coat before placing a subsequent lift 3. The Engineer evaluates each HMA lift individually for compliance If the ambient air temperature is below 60 degrees F, cover the loads in trucks with tarpaulins. If the time for HMA discharge to truck at the HMA plant until transfer to paver's hopper is 90 minutes or greater and if the ambient air temperature is below 70 degrees F, cover the loads in trucks with tarpaulins, unless the time from discharging to the truck until transfer to the paver's hopper or the pavement surface is less than 30 minutes.The tarpaulins must completely cover the exposed load until you transfer the mixture to the paver's hopper or the pavement surface. Spread Type A HMA at the ambient air and surface temperatures shown in the following table: 07-15-16 Minimum Ambient Air and Surface Tem eratures Lift thickness Ambient air °F Surface °F (feet) Unmodified asphalt Modified asphalt binder Unmodified asphalt Modified asphalt binder binder binder Type A HMA and Type A HMA produced with WMA water injection technology <0.15 55 50 60 55 2_0.15 45 45 50 50 Type A HMA produced with WMA additive technology <0.15 45 45 50 45 2_0.15 40 40 40 40 For Type A HMA and Type A HMA produced with WMA water injection technology placed under method compaction, if the asphalt binder is: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 1. Unmodified, complete: 1.1. 1st coverage of breakdown compaction before the surface temperature drops below 250 degrees F 1.2. Breakdown and intermediate compaction before the surface temperature drops below 190 degrees F 1.3. Finish compaction before the surface temperature drops below 150 degrees F 2. Modified, complete: 2.1. 1 st coverage of breakdown compaction before the surface temperature drops below 240 degrees F 2.2. Breakdown and intermediate compaction before the surface temperature drops below 180 degrees F 2.3. Finish compaction before the surface temperature drops below 140 degrees F For Type A HMA produced with WMA additive technology placed under method compaction, if the asphalt binder is: 1. Unmodified, complete: 1.1 1 st coverage of breakdown compaction before the surface temperature drops below 240 degrees F 1.2. Breakdown and intermediate compaction before the surface temperature drops below 190 degrees F 1.3. Finish compaction before the surface temperature drops below 140 degrees F 1.4 You may continue static rolling below 140 degrees F to remove roller marks. 2. Modified, complete: 2.1. 1 st coverage of breakdown compaction before the surface temperature drops below 230 degrees F 2.2. Breakdown and intermediate compaction before the surface temperature drops below 170 degrees F 2.3. Finish compaction before the surface temperature drops below 130 degrees F 2.4. You may continue static rolling below 130 degrees F to remove roller marks. You may cool Type A HMA with water when rolling activities are complete if authorized. 2.02D Payment Not Used 2.03 RUBBERIZED HOT MIX ASPHALT—GAP GRADED NOT USED 2.04 OPEN GRADED FRICTION COURSES 2.04A General 2.04A(1) Summary Section 39-2.04 includes specifications for producing and placing open graded friction courses. Open graded friction courses include HMA-O, RHMA-O, and RHMA-O-HB. You may produce OGFC using a WMA technology. 2.04A(2) Definitions Reserved 2.04A(3) Submittals Submit a complete JMF, except do not specify an asphalt binder content. For RHMA-O and RHMA-O-HB, the JMF submittal must comply with section 39-2.03A(3)(c). 2.04A(4) Quality Assurance 2.04A(4)(a) General Reserved 2.04A(4)(b) Quality Control 2.04A(4)(b)(i) General Reserved 2.04A(4)(b)(ii) Asphalt Rubber Binder For RHMA-O and RHMA-O-HB, the asphalt rubber binder must comply with the specifications in 39-2.03A(4)(b)(ii). 2.04A(4)(b)(iii) Aggregates Test the quality characteristics of aggregates under the test methods and frequencies shown in the following table: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Aggregate Testing Frequencies Quality characteristic Test method Minimum testing frequency Gradation AASHTO T 27 1 per 750 tons and any remaining part Moisture contents AASHTO T 255 1 per 1500 tons and any remaining part Crushed particles AASHTO T 335 1 per 10,000 tons or 2 per project,whichever is Los Angeles Rattler AASHTO T 96 greater Flat and elongated particles ASTM D4791 'Test at continuous mixing plants only. For lime treated aggregate, test aggregate before treatment and test for gradation and moisture content during OGFC production. 2.04A(4)(b)(iv) Open Graded Friction Course Production Test the quality characteristics of OGFC under the test methods and frequencies shown in the following table: OGFC Testing Frequencies Quality characteristic Test method Minimum testing frequency Asphalt binder content AASHTO T 308, Method A 1per 750 tons and an remainin art HMA moisture content AASHTO T 329 1 per 2,500 tons but not less than 1 per paving day 2.04A(4)(c) Department Acceptance 2.04A(4)(c)(i) General The Department accepts OGFC based on compliance with: 1. Aggregate quality requirements shown in the following table: Aggregate Qualit Quality characteristic Test method Requirement Aggregate radation AASHTO T 27 JMF±Tolerance Percent of crushed particles: Coarse aggregate(min, %) One-fractured face 90 Two-fractured faces AASHTO T 335 90 Fine aggregate(min, %) (Passing No.4 sieve and retained on No. 8 sieve.) One-fractured face 90 Los Angeles Rattler(max, %) Loss at 100 Rev. AASHTO T 96 12 Loss at 500 Rev. 40 Flat and elongated particles max, % by weight @ 5:1 ASTM D4791 Report only 2. In-place OGFC quality requirements shown in the following table: OGFC Acceptance In Place Quality characteristic Test method Requirement Asphalt binder content % AASHTO T 308, Method A JMF-0.40, +0.50 HMA moisture content max, % AASHTO T 329 1.00 2.04A(4)(c)(ii) Asphalt Rubber Binder The Department accepts asphalt rubber binder in RHMA-O and RHMA-O-HB under 39-2.03A(4)(e)(ii). 2.04A(4)(c)(iii) Pavement Smoothness Pavement smoothness of OGFC must comply with the requirements shown in the following table for a 0.1 mile section: OGFC Pavement Smoothness Acceptance Criteria OGFC placement on Mean Roughness Index requirement New construction or HMA overlay 60 in/mi or less Existing pavement 75 in/mi or less Milled surface 75 in/mi or less ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.04A(4)(c)(iv)-39-2.04A(4)(c)(v) Reserved 2.04B Materials 2.046(1) General When mixed with asphalt binder, aggregate must not be more than 325 degrees F except aggregate for OGFC with unmodified asphalt binder must be not more than 275 degrees F. 2.04B(2) Open Graded Friction Course Mix Design The Department determines the asphalt binder content under California Test 368 within 20 days of your complete JMF submittal and provides you a Caltrans Hot Mix Asphalt Verification form. For OGFC,the 1 st paragraph of section 39-2.01 B(2)(a)does not apply. 2.04B(3) Asphalt Binder Asphalt rubber binder in RHMA-O and RHMA-O-HB must comply with section 39-2.03B(3). 2.04B(4) Aggregates 2.04B(4)(a) General Aggregates must comply with the requirements shown in the following table: Aggregate Quality Quality characteristic Test method Requirement Percent of crushed particles Coarse aggregate(min, %) One-fractured face -- Two-fractured faces AASHTO T 335 90 Fine aggregate (min, %) (Passing No.4 sieve and retained on No. 8 sieve.) One-fractured face 90 Los Angeles Rattler(max, %) Loss at 100 Rev. AASHTO T 96 12 Loss at 500 Rev. 40 Flat and elongated particles max, % by weight at 5:1 ASTM D4791 Report only 2.04B(4)(b) Aggregate Gradations The aggregate gradations for HMA-0 must comply with the requirements shown in the following table: Aggregate Gradation Requirements HMA-0 pavement thickness shown Gradation 0.10 foot or greater to less than 0.15 foot 1/2 inch 0.15 foot or greater 1 inch The aggregate gradations for RHMA-O and RHMA-O-HB must comply with the requirements shown in the following table: Aggregate Gradation Requirements RHMA-O and RHMA-O-HB pavement thickness shown Gradation 0.10 foot or greater 1/2 inch For RHMA-O and RHMA-O-HB, the 1-inch aggregate gradation is not allowed. For OGFC, the aggregate gradations must be within the TV limits for the specified sieve size shown in the following tables: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Aggregate Gradations for OGFC (Percentage Passing) 1 inch Sieve size Target value limit Allowable tolerance 1 1/2" 100 -- 1" 99-100 TV±5 3/4" 85-96 TV±5 1/2" 55-71 TV±6 No.4 10-25 TV±7 No. 8 6-16 TV±5 No. 200 0.0-6.0 TV±2.0 1/2 inch Sieve size Target value limit Allowable tolerance 3/4" 100 -- 1/2" 95-100 TV±6 3/8" 78-89 TV±6 No.4 28-37 TV±7 No. 8 7-18 TV±5 No. 30 0-10 TV±4 No. 200 0.0-3.0 TV±2.0 If lime treatment is required, you may reduce the lime ratio for the combined aggregates from 1.0 to 0.5 percent for OGFC. 2.04B(5) Sand Sand for spreading over RHMA-O and RHMA-O-HB pavement must be free of clay or organic matter. Sand must comply with section 90-1.02C(3). 2.04C Construction Use a material transfer vehicle when placing OGFC. If the ambient air temperature is below 70 degrees F, cover loads in trucks with tarps. The tarps must completely cover the exposed load until you transfer the mixture to the paver's hopper or to the pavement surface. Tarps are not required if the time from discharge to truck until transfer to the paver's hopper or the pavement surface is less than 30 minutes. Apply a tack coat before placing OGFC.The tack coat application rate must comply with the requirements of the following table: Tack Coat Application Rates for OGFC Minimum residual rates al/sq yd CSS1/CSS1h, SS1/SS1h, CRS1/CRS2, RS1/RS2, Asphalt binder and OGFC over: and QS1h/CQS1h and QS1/CQS1 PMRS2/PMCRS2 and asphaltic emulsion asphaltic emulsion PMRS2h/PMCRS2h asphaltic emulsion New HMA 0.03 0.04 0.03 Concrete pavement and existing 0.05 0.06 0.04 asphalt concrete surfacing Planed pavement 0.06 0.07 0.05 Compact OGFC with steel-tired, 2-axle tandem rollers. If placing over 300 tons of OGFC per hour, use at least 3 rollers for each paver. If placing less than 300 tons of OGFC per hour, use at least 2 rollers for each paver. Each roller must weigh from 126 to 172 Ib per linear inch of drum width.Turn the vibrator off. Compact OGFC with 2 coverages.The Engineer may order fewer coverages if the layer thickness of OGFC is less than 0.20 foot. For HMA-0 with unmodified asphalt binder: 1. Spread and compact only if the ambient air temperature is at least 55 degrees F and the surface temperature is at least 60 degrees F. 2. Complete the 1st coverage using 2 rollers before the surface temperature drops below 240 degrees F. 3. Complete all compaction before the surface temperature drops below 200 degrees F. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA For HMA-O with modified asphalt binder except asphalt rubber binder: 1. Spread and compact only if the ambient air temperature is at least 50 degrees F and the surface temperature is at least 50 degrees F. 2. Complete the 1 st coverage using 2 rollers before the surface temperature drops below 240 degrees F. 3. Complete all compaction before the surface temperature drops below 180 degrees F. For RHMA-O and RHMA-O-HB: 1. Spread and compact only if the ambient air temperature is at least 55 degrees F and surface temperature is at least 60 degrees F. 2 Complete the list coverage using 2 rollers before the surface temperature drops below 280 degrees F. 3. Complete compaction before the surface temperature drops below 250 degrees F. Spread sand at a rate between 1 and 2 Ib/sq yd on new RHMA-O and RHMA-O-HB pavement after finish rolling activities are complete. Keep traffic off the pavement until spreading of the sand is complete. If you choose to correct OGFC for smoothness,the Engineer determines if the corrective method causes raveling. OGFC that is raveling must be removed and replaced. 2.04D Payment Not Used 2.05 BONDED WEARING COURSES 2.05A General 2.05A(1) General 2.05A(1)(a) Summary Section 39-2.05 includes specifications for producing and placing bonded wearing courses. Placing a BWC consists of applying a polymer-modified asphaltic emulsion and placing the specified HMA in a single pass with an integrated paving machine. BWC using RHMA-G, RHMA-O, or HMA-O must comply with the specifications for RHMA-G, RHMA-O, or HMA-O. 2.05A(1)(b) Definitions Reserved 2.05A(1)(c) Submittals With your JMF submittal, include: 1. Asphaltic emulsion target residual rate 2. Weight ratio of water to bituminous material in the original asphaltic emulsion Within 3 business days following the 1 st job site delivery, submit test results for asphaltic emulsion properties performed on a sample taken from the asphaltic emulsion delivered. Within 1 business day of each job site delivery of asphaltic emulsion, submit to METS a 2-quart sample and a certificate of compliance. Ship each sample so that it is received at METS within 48 hours of sampling. Each day BWC is placed, submit the residual and application rate for the asphaltic emulsion. During production, submit certified volume or weight slips for the materials supplied. 2.05A(1)(d) Quality Assurance 2.05A(1)(d)(i) General For each job site delivery of asphaltic emulsion,take a 2 qt sample in the presence of the Engineer.Take samples from the delivery truck at mid load from a sampling tap or thief. If the sample is taken from the tap, draw and discard 4 qt before sampling. If you unload asphalt binder or asphaltic emulsion into a bulk storage tank, do not use material from the tank until you submit test results for a sample taken from the bulk storage tank.Testing must be performed by an AASHTO-accredited laboratory. 2.05A(1)(d)(ii) Quality Control Take two 1 gal samples of BWC in metal containers. Test the asphaltic emulsion under ASTM D2995 at least once per paving day at the job site. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.05A(1)(d)(iii) Department Acceptance The Department accepts asphaltic emulsion based on compliance with the requirements shown in the following table: Asphaltic Emulsion Quality characteristic Test method Requirement Sa bolt Furol viscosity at 25°C Sa bolt Furol seconds AASHTO T 59 20-100 Sieve test on original emulsion at time of delivery max, % AASHTO T 59 0.05 24-hour storage stability max, % AASHTO T 59 1 Residue by evaporation min, % California Test 331 63 Tests on residue from evaporation test: Torsional recovery, measure entire arc of recovery at 25°C min, % California Test 332 40 Penetration at 25°C 0.01 mm AASHTO T 49 1 70-150 The Department accepts the BWC based on the submitted asphaltic emulsion target residual rate±0.02 gal/sq yd when tested under ASTM D2995. 2.05A(2) Materials 2.05A(2)(a) General Reserved 2.05A(2)(b) Asphaltic Emulsion The asphaltic emulsion must comply with the requirements shown in the following table: Asphaltic Emulsion Quality characteristic Test method Requirement Sa bolt Furol viscosity at 25°C Sa bolt Furol seconds AASHTO T 59 20-100 Sieve test on original emulsion at time of delivery max, % AASHTO T 59 0.05 24-hour storage stability max, %) AASHTO T 59 1 Residue by evaporation min, % California Test 331 63 Tests on residue from evaporation test: Torsional recovery, measure entire arc of recovery at 25°C min, % California Test 332 40 Penetration at 25°C 0.01 mm AASHTO T 49 70-150 2.05A(2)(c) Reserved 2.05A(3) Construction 2.05A(3)(a) General Do not dilute the asphaltic emulsion. Do not place BWC if rain is forecast for the project area within 24 hours by the National Weather Service. 2.05A(3)(b) Spreading and Compacting Equipment Use method compaction for placing the BWC. Use a material transfer vehicle when placing BWC.The material transfer vehicle must receive HMA directly from the truck. Use an integrated distributor paver capable of spraying the asphaltic emulsion, spreading the HMA, and leveling the mat surface in 1 pass. Apply asphaltic emulsion at a uniform rate for the full paving width. The asphaltic emulsion must not be touched by any part of the paver including wheels or tracks. If the spray bar is adjusted for changing pavement widths,the paver must prevent excess spraying of asphaltic emulsion beyond 2 inches of the HMA edge. 2.05A(3)(c) Applying Asphaltic Emulsion Before spreading HMA, apply asphaltic emulsion on dry or damp pavement with no free water. Apply emulsion at a temperature from 120 to 180 degrees F and in a single application at the residual rate specified for the condition of the underlying surface.Asphaltic emulsion must have a target residual rate for the surfaces to receive the emulsion as shown in the following table: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Asphaltic Emulsion Target Residual Rate Surface to receive asphaltic emulsion Target residual rates Concrete pavement(gal/sq yd) 0.09-0.11 Dense, compacted, new HMA pavement al/sq yd) 0.11-0.14 Open textured, dry, aged or oxidized existing asphalt concrete pavement al/sq d 0.13-0.17 If you request and your request is authorized,you may change the asphaltic emulsion application rates. 2.05A(3)(d) Placing and Compacting Hot Mix Asphalt Construct a transverse joint if the HMA remains in the paver for more than 30 minutes. Do not reintroduce HMA spread over asphaltic emulsion into the paving process. Do not overlap or hot lap HMA. Pave through lanes after paving adjacent: 1. Shoulders 6. Curve widenings 2. Tapers 7. Chain control lanes 3. Transitions 8. Turnouts 4. Road connections 9. Turn pockets 5. Driveways 10. Ramps For BWC placed on areas adjacent to through lanes that extend into the through lanes, cut the BWC to a neat, straight vertical line at the lane line. If you spill asphaltic emulsion into the paver hopper, stop paving and remove the contaminated material. 2.05A(4) Payment Payment for asphaltic emulsion is not included in the payment for the type of HMA used in a bonded wearing course. 2.05B Bonded Wearing Courses—Gap Graded 2.05B(1) General 2.05B(1)(a) Summary Section 2.0513 includes specifications for producing bonded wearing course—gap graded. 2.05B(1)(b) Definitions Reserved 2.05B(1)(c) Submittals Include film thickness and calculations and AASHTO T 305 results with your JMF submittal. 2.05B(1)(d) Quality Assurance 2.05B(1)(d)(i) General Reserved 2.05113(1)(d)(ii) Quality Control 2.05B(1)(d)(ii)(A) General Reserved 2.05B(1)(d)(ii)(B) Aggregates Test the quality characteristics of the aggregates under the test methods and frequencies shown in the following table: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Aggregate Testin Frequencies Quality characteristic Test method Minimum testing frequency Gradation AASHTO T 27 1 per 750 tons and any remaining part Sand equivalents AASHTO T 176 Moisture content AASHTO T 255 1 per 1500 tons and any remaining part Crushed particles AASHTO T 335 Los Angeles Rattler AASHTO T 96 1 per 10,000 tons or 2 per project, whichever is Flat and elongated particles ASTM D4791 greater Fine aggregate an ularit AASHTO T 304, Method A aReported value must be the average of 3 tests from a single sample.The use of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker,"7.1.2, "Alternate Method No. 2,"and 8.4.3, "Hand Method,"do not apply. Prepare the stock solution as specified in section 4.8.1, "Stock solution with formaldehyde,"except omit the addition of formaldehyde. bTest at continuous mixing plants only. For lime treated aggregate, test the aggregate before treatment and test for gradation and moisture content during BWC-G production. 2.05B(1)(d)(ii)(C) Bonded Wearing Course—Gap Graded Production Take two 1 gal samples of BWC-G in metal containers. Test the quality characteristics of BWC-G under the test methods and frequencies shown in the following table: BWC-G Testing Frequencies Quality characteristic Test method Minimum testing frequency Asphalt binder content AASHTO T 308, Method A 1 per 750 tons and any remaining part HMA moisture content AASHTO T 329 1 per 2,500 tons but not less than 1 per paving da 2.05B(1)(d)(ii)(D)-2.05B(1)(d)(ii)(G) Reserved 2.05B(1)(d)(iii) Department Acceptance The Department accepts BWC-G based on compliance with: 1. Asphalt binder content at JMF-0.40, +0.50 percent when tested under AASHTO T 308, Method A. 2. Aggregate quality requirements shown in the following table: Aggregate Quality Quality characteristic Test method Requirement Aggregate radation AASHTO T 27 JMF±Tolerance Percent of crushed particles Coarse aggregate(min, %) One-fractured face -- Two-fractured faces AASHTO T 335 90 Fine aggregate(min, %) (Passing no.4 sieve and retained on no. 8 sieve.) One fractured face 85 Los Angeles Rattler(max, %) Loss at 100 Rev. AASHTO T 96 12 Loss at 500 Rev. 35 Sand equivalent mins AASHTO T 176 47 Flat and elongated particles max, % by weight at 5:1 ASTM D4791 25 Fine aggregate an ularit min, % AASHTO T 304, Method A 45 aReported value must be the average of 3 tests from a single sample.The use of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker,"7.1.2, "Alternate Method No. 2,"and 8.4.3, "Hand Method,"do not apply. Prepare the stock solution as specified in section 4.8.1, "Stock solution with formaldehyde,"except omit the addition of formaldehyde. 2.05B(2) Materials 2.05B(2)(a) General Reserved ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.05B(2)(b) Bonded Wearing Course—Gap Graded Mix Design For BWC-G,the 1 st paragraph of section 2.01 B(2)(a)does not apply. Determine the proposed OBC from a mix design that complies with the requirements shown in the following table: Hot Mix Asphalt Mix Design Requirements Quality characteristic Test method Requirement Film thickness(min,µm) Asphalt Institute MS-2 12 Table 8.1 ' Drain down max, % AASHTO T 305 0.1 aFilm thickness is calculated based on the effective asphalt content and determined as follows: FT= ( Pbe SA x Gb x 1000 ) 10 6 where: FT= Film thickness in pm Pbe= Effective asphalt content by total weight of mix using MS-2 Asphalt Mix Design Methods SA= Estimated surface area of the aggregate blend in M2/kg from Table 6.1 in the Asphalt Institute MS-2 Asphalt Mix Design Methods Gb= Specific gravity of asphalt binder bCombine aggregate and asphalt at the asphalt binder supplier's instructed mixing temperature. Coated aggregates that fall through the wire basket during loading must be returned to the basket before conditioning at 350°F for 1 hour. The OBC must be greater than 4.9 percent by total weight of mix. 2.05B(2)(c) Asphalt Binder Reserved 2.05B(2)(d) Aggregates The aggregates must comply with the requirements shown in the following table: Aggregate Qualit Quality characteristic Test method Requirement Percent of crushed particles Coarse aggregate(min, %) One-fractured face -- Two-fractured faces AASHTO T 335 90 Fine aggregate(min, %) (Passing No.4 sieve and retained on No. 8 sieve.) One-fractured face 85 Los Angeles Rattler(max, %) Loss at 100 Rev. AASHTO T 96 12 Loss at 500 Rev. 35 Sand equivalent mina AASHTO T 176 47 Flat and elongated particles max, % by weight @ 5:1 ASTM D4791 25 Fine aggregate an ularit min, % AASHTO T 304, Method A 45 'Reported value must be the average of 3 tests from a single sample.The use of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker,"7.1.2, "Alternate Method No. 2,"and 8.4.3, "Hand Method,"do not apply. Prepare the stock solution as specified in section 4.8.1, "Stock solution with formaldehyde,"except omit the addition of formaldehyde. The aggregate gradations for BWC-G must comply with the requirements shown in the following table: ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Aggregate Gradation Requirements BWC-G pavement thickness shown Gradation less than 0.08 foot No.4 or 3/8 inch 0.08 foot or greater 1/2 inch The proposed aggregate gradation must be within the TV limits for the specified sieve sizes shown in the following tables: Aggregate Gradations for BWC-G (Percentage Passing) 1/2 inch Sieve size Target value limit Allowable tolerance 3/4" 100 1/2" 80-100 TV±6 3/8" 55-80 TV±6 No.4 25-40 TV±7 No. 8 19-32 TV±5 No. 16 16-22 TV±5 No. 30 10-18 TV±4 No. 50 8-13 TV±4 No. 100 6-10 TV±2 No. 200 4.0-7.0 TV±2.0 3/8 inch Sieve size Target value limit Allowable tolerance 1/2" 100 -- 3/8" 80-100 TV±6 No.4 25-40 TV±7 No. 8 19-32 TV±5 No. 16 16-22 TV±5 No. 30 10-18 TV±4 No. 50 8-13 TV±4 No. 100 7-11 TV±2 No. 200 6.0-10.0 TV±2.0 No.4 Sieve size Target value limit Allowable tolerance 1/2" 100 -- 3/8" 95-100 TV±2 No.4 42-55 TV±7 No. 8 19-32 TV±5 No. 16 16-22 TV±5 No. 30 10-18 TV±4 No. 50 8-13 TV±4 No. 100 7-11 TV±2 No. 200 6.0-10.0 TV±2.0 2.05B(3) Construction Apply asphaltic emulsion when the ambient air and pavement temperatures are above 50 degrees F. 2.05B(4) Payment Not Used 2.06 HOT MIX ASPHALT ON BRIDGE DECKS 2.06A General Section 2.06 includes specifications for producing and placing hot mix asphalt on bridge decks. HMA used for bridge decks must comply with the specifications for Type A HMA in section 2.02. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.068 Materials Do not use the 1-inch or 3/4-inch aggregate gradation for HMA on bridge decks. The grade of asphalt binder for HMA must be PG 64-10 or PG 64-16. 2.06C Construction Spread and compact HMA on bridge decks using method compaction. If a concrete expansion dam is to be placed at a bridge deck expansion joint,tape oil-resistant construction paper to the deck over the area to be covered by the dam before placing the tack coat and HMA across the joint. Apply a tack coat at the minimum residual rate specified in section 39-2.01 C(3)(f). For HMA placed on a deck seal, use the minimum residual rate specified for concrete pavement. For HMA placed on a deck seal: 1. Place the HMA within 7 days after installing the deck seal. 2. If a paper mask is placed on the deck under section 54-5.03, place the HMA continuously across the paper mask. 3. Place HMA in at least 2 approximately equal layers. 4. For placement of the 1st HMA layer: 4.1. Comply with the HMA application temperature recommended by the deck seal manufacturer. 4.2. Deliver and place HMA using equipment with pneumatic tires or rubber-faced wheels. Do not operate other vehicles or equipment on the bare deck seal. 4.3. Deposit HMA on the deck seal in such a way that the deck seal is not damaged. Do not use a windrow. 4.4. Place HMA in a downhill direction on bridge decks with grades over 2 percent. 4.5. Self-propelled spreading equipment is not required. 2.06D Payment Not Used 2.07 MINOR HOT MIX ASPHALT 2.07A General 2.07A(1) Summary Section 2.07 includes specifications for producing and placing minor hot mix asphalt. Minor HMA must comply with section 2.02 except as specified in this section 2.07. The inertial profiler requirements in section 36-3 do not apply. 2.07A(2) Definitions Reserved 2.07A(3) Submittals The QC plan and test results in sections 39-2.01A(3)(c)and 39-2.01A(3)(d)do not apply. 2.07A(4) Quality Assurance 2.07A(4)(a) General The JMF renewal requirements in section 39-2.01A(4)(d)do not apply. Test pavement smoothness with a 12 foot straightedge. 2.07A(4)(b) Quality Control Testing for compliance with the following quality characteristics is not required: 1. Flat and elongated particles 2. Fine aggregate angularity 3. Hamburg wheel track 4. Moisture susceptibility 2.07A(4)(c) Department Acceptance The Department accepts minor HMA under section 39-2.02A(4)(e)except for compliance with requirements for the following quality characteristics: 1. Flat and elongated particles 2. Fine aggregate angularity ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 3. Hamburg wheel track 4. Moisture susceptibility 2.07B Materials 2.0713(1) General Reserved 2.07B(2) Minor Hot Mix Asphalt Mix Design The Hamburg wheel track and moisture susceptibility requirements do not apply to the mix design for minor HMA. 2.07B(3) Asphalt Binder The grade of asphalt binder for minor HMA must be PG-64-10 or PG-64-16. 2.07B(4) Liquid Antistrip Treatment Treat minor HMA with liquid antistrip unless you submit AASHTO T 283 and AASHTO T 324 (Modified)test results showing compliance with section 39-2.02B and dated within 12 months of the submittal. 2.07C Construction Not Used 39-2.07D Payment Not Used 2.08-2.10 RESERVED PART 3 EXISTING ASPHALT CONCRETE 3.01 GENERAL 3.01A General Section 3.01 includes general specifications for performing work on existing asphalt concrete facilities. Work performed on existing asphalt concrete facilities must comply with section 15. 3.01 B Materials Not Used 3.01C Construction Before removing a portion of an asphalt concrete facility, make a 2-inch deep saw cut to a true line along the limits of the removal area. 3.01 D Payment Not Used 3.02 REPLACE ASPHALT CONCRETE SURFACING 3.02A General Section 39-3.02 includes specifications for replacing asphalt concrete surfacing. 39-3.0213 Materials HMA to be used for replacing asphalt concrete surfacing must comply with Type A HMA as specified in section 2.02. The grade of asphalt binder must be PG 64-10 or PG 64-16. Tack coat must comply with section 2.01 B(10). 3.02C Construction Where replace asphalt concrete surfacing is shown, remove the full depth of the existing asphalt concrete surfacing and replace with HMA.The Engineer determines the exact limits of asphalt concrete surfacing to be replaced. Replace asphalt concrete in a lane before the lane is specified to be opened to traffic. Before removing asphalt concrete, outline the replacement area and cut neat lines with a saw or grind to full depth of the existing asphalt concrete. Do not damage asphalt concrete and base remaining in place. If you excavate the base beyond the specified plane, replace it with HMA. ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Do not use a material transfer vehicle for replacing asphalt concrete surfacing. Before placing HMA, apply a tack coat as specified in section 2.01 C(3)(f). Place HMA using method compaction as specified in section 2.01 C(2)(c). 3.02D Payment The payment quantity for replace asphalt concrete surfacing is the volume determined from the dimensions shown. 3.03 REMOVE ASPHALT CONCRETE DIKES NOT USED 3.04 COLD PLANING ASPHALT CONCRETE PAVEMENT NOT USED 3.05 REMOVE BASE AND SURFACING 3.05A General Section 3.05 includes specifications for removing base and asphalt concrete surfacing. 3.0513 Materials Not Used 3.05C Construction Where base and surfacing are described to be removed, remove base and surfacing to a depth of at least 6 inches below the grade of the existing surfacing. Backfill resulting holes and depressions with embankment material under section 19. 3.05D Payment The payment quantity for remove base and surfacing is the volume determined from the dimensions shown. 3.06-3.08 RESERVED ASPHALT CONCRETE San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 8400 FENCES PART 1 GENERAL 1.01 GENERAL Section 1 includes general specifications for constructing fences. 1.02 MATERIALS A temporary fence must comply with the plan details and specifications for a permanent fence of the same type except: 1. Used materials may be incorporated in the fence if the materials are good, sound, and suitable for the intended purpose 2. Materials may be commercial quality if the dimensions and sizes of the materials are equal to or greater than the dimensions and sizes shown or specified in section 80 3. Post must be either metal or wood 4. The Department does not require: 4.1. Galvanizing or painting of steel elements 4.2. Treating wood with a wood preservative 4.3. Concrete footings for metal posts A reinforcing bar must comply with ASTM A706/A706M. 1.03 CONSTRUCTION Remove earth, trees, brush, and other obstructions that interfere with fence construction. Connect new fences to existing fences. Measure post spacing parallel to the ground slope. Place each post in a vertical position except where the Engineer orders you to set the post perpendicular to the ground surface. Place a corner post with a brace for each direction of strain at each junction with an existing fence. Fasten the wire in the new and existing fences to each post. If ordered at a structure, connect the new fence to the structure such that stock can pass freely through or under the structure; otherwise, install an end post and connect the fence to it. Crown each concrete footing to shed water. After constructing a fence, uniformly spread the surplus excavated material along the adjacent roadway where designated by the Engineer. 1.04 PAYMENT The payment quantity for fence is the length measured: 1. Parallel to the ground slope 2. Along the fence The payment quantity does not include the width of openings. San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA PART 2 BARBED WIRE AND WIRE MESH FENCES NOT USED PART 3 CHAIN LINK FENCES NOT USED PART 4—PART 9 RESERVED PART 10 GATES NOT USED PART 11 —PART 14 RESERVED PART 15 EXISTING FENCES NOT USED PART 16—PART 20 RESERVED PART 21 —WOOD FENCES 21.01 GENERAL Section 21 includes general specifications for constructing wooden fences. 21.02 MATERIALS Materials will be provided by Sullivan and Mann Lumber Company, Inc.The following will be provided: 1 Blunt Rails—10' Long x 3.5" Diameter(480 pieces) 2 Notched Posts—6' Long x 6" Diameter(240 pieces) 3 Carriage Bolts-'/2" Diameter x 13 x 8 (1000 pieces) 4 Hex Nuts-'/2"x 8 (1000)pieces) 5 Washers—1" Diameter(1000 pieces) 21.03 CONSTRUCTION Remove earth, trees, brush, and other obstructions that interfere with fence construction. Connect new fences to existing fences. Measure post spacing parallel to the ground slope. Place each post in a vertical position except where the Engineer orders you to set the post perpendicular to the ground surface. Place a corner post with a brace for each direction of strain at each junction with an existing fence. Fasten the wire in the new and existing fences to each post. If ordered at a structure, connect the new fence to the structure such that stock can pass freely through or under the structure; otherwise, install an end post and connect the fence to it. Crown each concrete footing to shed water. After constructing a fence, uniformly spread the surplus excavated material along the adjacent roadway where designated by the Engineer. 21.04 PAYMENT The payment quantity for fence is the length measured: 1. Parallel to the ground slope 2. Along the fence The payment quantity does not include the width of openings. Prices will be provided by Sullivan and Mann Lumber Company, Inc. FENCES San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 8500 MISCELLANEOUS TRAFFIC CONTROL DEVICES PART 1 GENERAL 1.01 GENERAL Section 1 includes general specifications for fabricating, installing, and placing miscellaneous traffic control devices. Traffic control devices mbolust comply with the California MUTCD. 1.02 MATERIALS Not Used 1.03 CONSTRUCTION Not Used 1.04 PAYMENT Not Used PART 2 DELINEATORS 2.01 GENERAL 2.01A Summary Section 81-2 includes specifications for fabricating and installing delineators. 2.01113 Definitions Reserved 2.01C Submittals Submit a certificate of compliance for: 1. Metal target plates 2. Enamel coating 2.01 D Quality Assurance When tested under California Test 671, the enamel coating on a metal target plate must have satisfactory resistance to weathering, humidity, salt spray, and chemicals.The enamel coating must have: 1. Satisfactory adherence and impact resistance 2. Pencil lead hardness of at least HB 3. 60-degree specular gloss of at least 80 percent 4. Excitation purity of no more than 3 percent: 4.1 As received 4.2 After 1,000 hours in an artificial weathering device when tested under ASTM G155,Table X3.1, Cycle 1 5. Daylight luminous directional reflectance(Y value)of at least 70 The Department may sample metal target plates for testing as shown in the following table: Metal Target Plate Sampling Production stage Lot size Sample size Finished target plates Less than 5,000 5 target plates 5,000-10,000 10 target plates Flat sheet stock 10,000 sq ft or less' Five 12-by-24-inch specimens Coil stock 5,000 Ib or less Two 12-by-12-inch specimens or one 12-by-24-inch specimen 'Flat sheet stock must be identifiable with parent coil stock. The Department rejects the entire lot if any sample does not comply with section 81 or zinc-coated steel sheets show any evidence of damage to or removal of the zinc coating. If the Department chooses to resample,the sample quantity may be twice the number shown in the table titled "Metal Target Plate Sampling." San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.02 MATERIALS 2.02A General A delineator must be on the Authorized Material List for signing and delineation materials.A delineator consists of a post and 2 target plates. 2.0213 Wood Posts Wood posts must comply with section 82-3.02C. 2.02C Metal Posts The steel for a metal post must comply with ASTM A36/A36M. A metal post must be galvanized under section 75. 2.021) Flexible Posts A flexible post must be: 1. White except where shown as yellow 2. Free from burns, discoloration, contamination, and other objectionable marks or defects that affect appearance or serviceability 2.02E Target Plates Galvanize steel sheets under section 75. Zinc-coated steel sheets must comply with ASTM A653/A 653M, Commercial Steel, Types A, B, and C. The nominal thickness of a zinc-coated steel sheet must be at least 0.038 inch. Prepare zinc-coated surfaces to produce optimum adherence of the enamel coating without damaging or removing the zinc coating. An aluminum target plate must be aluminum alloy 3003-H14. You may use other alloys having equivalent properties if authorized. The nominal thickness of an aluminum sheet must be at least 0.050 inch. Prepare the aluminum sheets for the enamel coating by cleaning to remove contaminants and uniformly applying an acid- chromate-fluoride, acid-chromate-fluoride phosphate, or equivalent chemical anticorrosion conversion coating. Cut each target plate to size and shape and punch the mounting bolt holes.The surfaces and edges of each target plate must be free from fabrication defects. Coat the pretreated metal target plate with an opaque white coating on both sides using a 1-coat or 2-coat system. When tested under California Test 671,the dry film for the: 1. 1-coat system must be uniform and have an average thickness of at least 0.75 mil with no individual measurement less than 0.65 mil 2. 2-coat system must consist of 0.10-to 0.20-mil-thick primer and have an average thickness of at least 0.75 mil, including primer and top coat,with no individual measurement less than 0.65 mil For a 1-coat painting system,fabricate the zinc-coated steel target plate, including shearing, cutting, and punching, before starting the enameling process. The enamel coating on a metal target plate must be the product of a commercial manufacturer.Apply the enamel coating by spray, dip, roller, continuous roller coating, or other authorized method. The coating must be smooth and substantially free from flow lines, paint washout, streaks, blisters, and other defects that might impair serviceability or detract from the general appearance. A finished metal target plate must be free from dents and defects.The maximum edge-to-edge surface deviation from a horizontal plane must not exceed 1/8 inch. 2.02F Hardware Attach a target plate with either(1) 1/4-inch galvanized steel or aluminum nuts and bolts or(2)3/16-inch blind aluminum rivets and washers. MISCELLANEOUS TRAFFIC CONTROL DEVICES San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 2.02G-2.02L Reserved 2.03 CONSTRUCTION Drive the post in place where soil conditions allow if the driving method does not damage the post. Drill pilot holes if ground conditions are such that the post cannot be driven without being damaged. Install the target plates after the post is set in place. After setting the post,fill any space around it with rock-free earth.Thoroughly tamp and water the fill material such that it holds the post securely in position. Unless the surplus material is hazardous, uniformly spread it along the adjacent roadway where designated by the Engineer. Before Contract acceptance, spot paint any exposed areas where the paint is damaged and clean any exposed areas that are soiled. 2.04 PAYMENT Not Used PART 3 PAVEMENT MARKERS 3.01 GENERAL 3.01A Summary Part 3 includes specifications for placing pavement markers. 3.01113 Definitions Reserved 3.01C Submittals Submit a certificate of compliance for each type of pavement marker used. 3.01 D Quality Assurance Reserved 3.02 MATERIALS 3.02A General A pavement marker must be on the Authorized Material List for signing and delineation materials. Pavement markers must be packaged in a way that prevents damage. Each package must be marked with: 1. Manufacturer's name 2. Type 3. Color 4. Quantity 5. Lot number 6. Date of manufacture Protect pavement markers from moisture during shipment to the job site and when stored at the job site. 3.0213 Nonreflective Pavement Markers 3.0213(1) General A nonreflective pavement marker must be a ceramic or plastic type. The marker must be free from defects that affect adhesion, appearance, performance, or any combination thereof.The top, bottom, and sides of the marker must be free from objectionable marks or discoloration. The top surface of the marker must be convex with a gradual change in curvature. The bottom surface must be flat within a 0.05- inch tolerance. The bottom of the marker must have areas of integrally-formed protrusions or indentations.The protrusions must project approximately 0.04 inch from the bottom surface.The face of the protrusions must be parallel to the bottom of the marker. 3.02B(2) Plastic Nonreflective Pavement Markers Types A and AY plastic nonreflective pavement markers must be polypropylene or ABS plastic and comply with the requirements shown in the following table: MISCELLANEOUS TRAFFIC CONTROL DEVICES San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Plastic Nonreflective Pavement Marker Requirements Quality characteristic Test method Requirement Luminance factor,Type A,white markers only, top surface(min) 75 Yellowness index, Type A, white markers only,top surface max 7 Type AY markers only.The chromaticity coordinates must be within a color box California Test Pass defined under California Test 669. 669 Compressive strength min, Ib 1,500 Artificial weathering, 500 hours exposure,white markers only, yellowness index 20 max A plastic nonreflective pavement marker must not be coated with any substance that interferes with the adhesive bond. 3.02B(3) Ceramic Nonreflective Pavement Markers A ceramic nonreflective pavement marker must comply with the requirements shown in the following table: Ceramic Nonreflective Pavement Marker Requirements Quality characteristic Test method Requirement Bond strength (min, psi) 700 Glaze thickness min, in 0.007 Hardness min, Moh 6 Luminance factor, Type A markers only, lazed surface min 75 Yellowness index, Type A markers only, glazed surface max California Test 7 Type AY markers only.The chromaticity coordinates must be within a color box Pass defined under California Test 669. Compressive strength min, Ib 1,500 Water absorption max, % 2.0 3.02C Retroreflective Pavement Markers The exterior surface of a retroreflective pavement marker must be smooth and contain 1 or 2 retroreflective faces of the specified color. The base of the marker must be rough textured and free from gloss and substances that could reduce the adhesive bond.The base must be flat within a 0.05-inch tolerance. A retroreflective pavement marker must comply with the requirements shown in the following table: Retroreflective Pavement Marker Requirements Quality characteristic Test method Requirement Bond strength min, psi)' 500 Compressive strength min, Ib 2,000 Compressive strength, recessed markers 1,200 min, Ib Abrasion resistance, specific intensity Pass minimum requirements after abrasion Water soak resistance California Test 669 No delamination of the body and lens system or loss of reflectance Reflectance Specific intensity Clear Yellow Red 0° incidence angle min 3.0 1.5 0.75 20° incidence angle min 1.2 0.60 0.30 1 year after placement 0.30 0.15 0.08 aThe marker body or filler material must not fail before reaching 500 psi under the bond strength test. bThe marker must not deform more than 0.125 inch at a load of less than 2,000 Ib, and delamination of the shell and filler material must not exceed 0.125 inch regardless of the compressive load required to break the marker. 3.02D Hot Melt Bituminous Adhesive Standard hot melt bituminous adhesive must comply with the requirements shown in the following table: MISCELLANEOUS TRAFFIC CONTROL DEVICES San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Quality characteristic Test method Requirement Penetration, 100 g, 5 seconds, 77 °F(dmm) ASTM D5 10-20 Softening point min, °F ASTM D36 200 Flash point, COC min, °F ASTM D92 550 Filler content(percent by weight) ASTM D2371 65-75 insoluble in 1,1,1 trichloroethane Brookfield thermosel viscosity, no. 27 spindle, 20 rpm,400 °F ASTM D4402 3,000-6,000 (centipoise) Flexible hot melt bituminous adhesive must comply with the requirements shown in the following table: Quality characteristic Test method Requirement Penetration, 100 g, 5 seconds, 77°F max, dmm ASTM D5 30 Softening point min, °F ASTM D36 200 Ductility, 2 in/min, 77°F min, in ASTM D113 6 Ductility, 0.4 in/min, 39 °F min, in 2 Flexibility California Test 440 No breaks or cracks Brookfield thermosel viscosity, no. 27 spindle, 20 rpm, 375°F ASTM D4402 2,500-6,000 (centipoise) Bond strength to concrete min, psi California Test 440 100 Bond strength to retroreflective pavement marker min, psi California Test 440 120 The filler material must be Type PC, Grade III, calcium carbonate complying with ASTM D1199.The fineness of the filler material must comply with the gradation requirements shown in the following table: Sieve size I Percenta a passin No. 100 100 No. 200 95 No. 325 75 3.02E Epoxy Adhesive The epoxy adhesive must be either rapid set or standard set. 3.03 CONSTRUCTION 3.03A General Establish the alignment for placing pavement markers. Do not place pavement markers over longitudinal or transverse joints in the pavement surface. Place pavement markers when the pavement surface is dry. Before placing pavement markers, remove undesirable material from the pavement surface, including dirt, curing compound, grease, oil, loose or unsound layers, and paint. Regardless of the pavement's age or type, clean the surface by abrasive blast cleaning except where you apply hot melt bituminous adhesive on clean asphalt concrete or on a new clean seal coat. Apply pavement markers to the pavement with bituminous adhesive,flexible bituminous adhesive, standard set epoxy, or rapid set epoxy adhesive except: 1. Apply pavement markers in pavement recesses with flexible bituminous adhesive 2. Do not use epoxy adhesive to apply plastic nonreflective pavement markers Comply with the manufacturer's installation instructions for the type of adhesive used. Completely cover the pavement surface or bottom of the pavement marker with the adhesive without leaving any voids. Place the marker into position and firmly apply pressure until contact is made with the pavement.Apply enough adhesive such that it protrudes around the marker's edges after pressing it into place. Place retroreflective pavement markers such that each retroreflective face is perpendicular to a line parallel to the roadway centerline. The Engineer determines when the adhesive has set long enough for newly installed pavement markers to bear traffic. MISCELLANEOUS TRAFFIC CONTROL DEVICES San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA 3.03B Hot Melt Bituminous Adhesive If using hot melt bituminous adhesive, place pavement markers on asphalt concrete or a new seal coat(1)after the surface or seal coat has been open to traffic for at least 7 days and (2)when the pavement and ambient air temperatures are above 50 degrees F. Indirectly heat hot melt bituminous adhesive in an applicator with continuous agitation or recirculation. Do not heat hot melt bituminous adhesive above the manufacturer's maximum safe heating temperature. Place pavement markers immediately after applying hot melt bituminous adhesive. Remove any adhesive from the marker's exposed lenses using a soft rag moistened with the manufacturer's instructed solvent. 3.03C Epoxy Adhesive If using epoxy adhesive, place pavement markers on asphalt concrete or a new seal coat(1)after the surface or seal coat has been open to public traffic for at least 14 days and (2)at the pavement and ambient air temperatures complying with the epoxy adhesive manufacturer's instructions. Use automatic mixing equipment for the epoxy adhesive. The equipment must: 1. Have positive displacement pumps 2. Properly meter the 2 components of the epoxy adhesive in the specified ratio of±5 percent by volume of either component The voids in an undisturbed sample of cured, mixed epoxy adhesive obtained from the extrusion nozzle of the mixing equipment must not exceed 4 percent. At the start of each day, check the ratio of the 2 components in the presence of the Engineer by(1)disconnecting the mixing heads or(2)using suitable bypass valves and filling 2 suitable containers with the unmixed components.The mixing head must properly mix the 2 components until black or white streaks are not visible in the mixed material. Apply epoxy adhesive and place pavement markers before the epoxy starts to thicken.Apply enough epoxy such that it flows and protrudes around the marker's edges when a slight pressure is applied to the marker. 3.03D Pavement Recesses Locate pavement recesses along the line or lines of new or existing stripes. Do not construct recesses on existing structures. The equipment used for recess construction must be power operated, mechanical, and capable of removing pavement to the dimensions shown. Remove residue with a vacuum before it is blown by traffic or wind. Do not allow the residue to flow across the pavement or into gutters or drainage facilities. 3.04 PAYMENT Not Used PART 4—PART 7 RESERVED PART 8 EXISTING PAVEMENT MARKERS AND DELINEATORS 8.01 GENERAL Part 8 includes specifications for performing work on existing pavement markers and delineators. Work performed on existing pavement markers and delineators must comply with section 15. 8.02 MATERIALS Not Used 8.03 CONSTRUCTION 8.03A General Not Used 8.03B Remove Pavement Markers Remove pavement markers and the underlying adhesive by methods that cause the least possible damage to the pavement or surfacing. When removing ceramic-type pavement markers, use screens or other protective devices to contain fragments. MISCELLANEOUS TRAFFIC CONTROL DEVICES San Juan Capistrano City-Wide Bikeway Gap Closure CIP 11203 San Juan Capistrano, CA Remove fragments from the removal work before opening the lanes to traffic. 8.03C Reserved 8.04 PAYMENT Not Used PART 9—PART 10 RESERVED PART 11 —BOLLARDS 11.01 GENERAL Part 11 includes specifications for bollards to be placed at Alipaz Street. 11.02 MATERIALS Bollards are constructed out of solid steel. High visibility safety yellow is the color of paint used on the bollards. Diameters provided are 4.5" (sturdy)and 5.5"(heavy duty). Bollards include removable black caps. Bollards can be filled with concrete for extra strength. Removable mounting plates are included, and slide out of removable base for temporary access to equipment or machinery. Bollards are padlockable for security. 8.03 CONSTRUCTION NOT USED 8.04 PAYMENT Pricing for bollards provided by Uline Shipping Supplies. MISCELLANEOUS TRAFFIC CONTROL DEVICES San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 8600 SIGNS AND MARKERS PART 1 GENERAL 1.01 GENERAL 1.01A Summary Part 1 includes general specifications for fabricating and installing sign panels and markers and constructing roadside signs. Signs and markers must comply with the California MUTCD, California Sign Specifications, and the FHWA publication Standard Highway Signs and Markings. For the California Sign Specifications, go to the Department's Traffic Operations website. 1.02 MATERIALS Not Used 1.03 CONSTRUCTION Not Used 1.04 PAYMENT Not Used PART 2 SIGN PANELS 2.01 GENERAL 2.01A Summary Part 2 includes specifications for furnishing sign panels. Furnishing sign panels includes fabricating and installing sign panels. 2.01113 Definitions background: Dominant sign color. legend: Letters, numerals,tildes, bars, arrows, route shields, symbols, logos, borders, artwork, and miscellaneous characters that are intended to convey specific meanings on traffic signs. 2.01C Submittals Submit a certificate of compliance for: 1. Aluminum sheeting 2. Retroreflective sheeting 3. Screened-process colors 4. Nonreflective, opaque, black film 5. Protective-overlay film Upon request, submit test samples of sign panels and materials at various stages of production. The samples must be at least 12 by 12 inches and include the background material and legend. At least 15 days before starting sign fabrication, submit at least 3 copies of your QC plan for sign panels. The QC plan must include: 1. Contact information for the person responsible for sign QC 2. Acceptance criteria for incoming raw materials at the fabrication plant 3. Type, method, and frequency of QC testing at the fabrication plant 4. Types and brand names of retroreflective sheeting 5. List of the retroreflective sheeting manufacturer's approved process colors, protective overlay film, and black nonreflective film, including the manufacturer's name and product name for each item 6. Manufacturer's installation and splicing instructions for the retroreflective sheeting 7. Manufacturer's instructions for cleaning each product 8. Method of packaging,transporting, and storing signs San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 2.01D Quality Assurance The Department may inspect signs at the fabrication plant or the job site. The Department rejects formed panel signs with holes that are slanted or incorrectly spaced.The Engineer will reject damaged signs, defective signs, and signs with spelling errors before or after installation. The Department rejects a laminated panel if a 0.010-inch-thick by 1/2-inch-wide feeler gauge can be inserted to a depth of more than 1/2 inch between the extruded aluminum frame and the aluminum sheeting. If instrumental testing under ASTM D4956 is disputed,the Engineer's visual inspection will determine the color of the retroreflective sheeting, screened process colors, and film. 2.02 MATERIALS 2.02A General A sign panel must be produced at a fabrication plant. The sign must be imprinted with the following information: 1. Phrase Property of the State of California 2. Sign fabricator's name 3. Month and year of fabrication 4. Type of retroreflective sheeting 5. Sheeting manufacturer's identification and lot number for the retroreflective sheeting The sign information must: 1. Be imprinted in 1/4-inch upper-case letters and numerals on the back, lower right of each sign panel such that it will not be blocked by a sign post or mounting frame 2. Be imprinted at the fabrication plant by die-stamping on aluminum panels or by an equivalent method for fiberglass-reinforced plastic signs, such as affixing a die-stamped aluminum tag 3. Not be painted, screened, inked, or engraved 4. Be imprinted such that it does not damage the face of the sign For a sign composed of multiple panels,the legend must be placed across joints such that it does not affect the size, shape, spacing, and appearance of the legend on the assembled sign. For a formed panel sign,the retroreflective sheeting for the background and legend must be wrapped around the interior vertical edges of each panel. A sign with a protective-overlay film must be marked at the fabrication plant with a 3/8-inch-diameter dot.The dot must be placed on the lower border of the sign before applying the protective-overlay film. The fabricator determines the application method and exact location of the dot except the dot must not be placed on the legend or near bolt holes. The dot must be black if placed on a white border and white if placed on a black border. The exposed portion of the mounting hardware on the sign face, including rivets used to attach sheeting to framing members, must have a factory-or field-applied finish that closely matches the color of the background and legend of the sign face. The face of a fabricated sign must be uniform,flat, smooth, and free from defects, scratches, chips,wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back, and edges of sign panels must not have bends, router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive over-spray, or aluminum marks. Protect, transport, and store sign panels fabricated with screened-process colors under the retroreflective sheeting manufacturer's instructions. Transport sign panels such that the faces of the panels are protected from damage and weather. Ship panels on pallets, in crates, or in tier racks. Ship panels vertically on edge, not stacked horizontally. Place padding and protective materials between the panels as necessary. Keep panels dry during transit. Do not store sign panels directly on the ground. Keep sign panels dry at all times and store the panels: 1. In a dry environment 2. On edge vertically whether indoors or outdoors 3. In enclosed, climate-controlled trailers or containers in areas of high heat and humidity 4. Indoors whenever the panels will be stored more than 30 days SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 2.02B Aluminum Sheeting A sign panel must be fabricated from aluminum sheeting of an alloy and temper complying with ASTM 8209. The aluminum sheeting must be pretreated for corrosion resistance as specified in ASTM B449. The surface of the sheeting must be cleaned, deoxidized, and coated with a light,tightly-adherent chromate conversion coating free from powdery residue. The conversion coating must be Class 2 with a weight from 10 to 35 mg/sq ft and an average weight of 25 mg/sq ft.After the cleaning and coating process, the aluminum sheeting must be protected from exposure to grease, oils, dust, and contaminants. The aluminum sheeting must be free from buckles, warps, dents, cockles, burrs, and other defects resulting from fabrication. The base plate for standard route markers must be die cut. 2.02C Retroreflective Sheeting Retroreflective sheeting used for the background and legend must comply with ASTM D4956 and must be on the Authorized Material List for signing and delineation materials. Type III, IV,VIII, IX, and XI retroreflective sheeting must have Class 1, 3, or 4 adhesive backing.Type II retroreflective sheeting may have Class 1, 2, 3, or 4 adhesive backing.The adhesive backing must be pressure sensitive and fungus resistant. Retroreflective sheeting must be applied to sign panels at the fabrication plant under the retroreflective sheeting manufacturer's instructions without appreciable stretching,tearing,or other damage. The orientation of the legend must comply with the retroreflective sheeting manufacturer's instructions. The retroreflective sheeting on a sign panel with a minor dimension of 48 inches or less must be a single, contiguous sheet without splices except for the splices produced during the manufacture of the retroreflective sheeting.A sign panel with a minor dimension greater than 48 inches may have 1 horizontal splice in the retroreflective sheeting other than the splices produced during the manufacture of the retroreflective sheeting. Unless the retroreflective sheeting manufacturer's instructions require a different method, splices in the retroreflective sheeting must overlap by at least 1 inch. The retroreflective sheeting on either side of a splice must not exhibit a color difference under incident and reflected light. 2.02D Process Colors and Film The type of material recommended by the retroreflective sheeting manufacturer must be used for: 1. Screened-process colors 2. Nonreflective, opaque, black film 3. Protective-overlay film The fabricator must perform all patterns, layouts, and set-ups necessary for the screening process. The fabricated surface of the applied screened-process color must be flat and smooth. Colored retroreflective sheeting must be used for the background except signs with green, red, blue, or brown backgrounds may use reverse-screened-process color on white retroreflective sheeting for the background color. The coefficient of retroreflection for reverse-screened-process colors used on white retroreflective sheeting must be at least 70 percent of the coefficient of retroreflection specified in ASTM D4956 for the corresponding colored retroreflective sheeting. The legend must be a black, screened-process color or nonreflective, opaque, black film. Screened-process colors and nonreflective, opaque, black film must have outdoor weatherability characteristics equivalent to those specified for retroreflective sheeting in ASTM D4956. Nonreflective, opaque, black film must be a vinyl or acrylic material. Cured, screened-process colors must not peel off if transparent cellophane tape with a tensile breaking strength of at least 14 Ib/in width measured under ASTM D3759/D3759M is applied over the color and removed in a single, quick motion at a 90 degree angle to the sign's face. 2.02E Single-Sheet Aluminum Panels The aluminum sheeting for framed and unframed panels must be aluminum alloy 6061-T6 or 5052-H38. SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA A single-sheet aluminum panel must not have a vertical splice in the aluminum sheeting.A panel with a depth greater than 48 inches may have 1 horizontal splice in the sheeting. For a framed panel,the framing members must be aluminum channel or rectangular aluminum tubing. The lengths of the framing members must be within±1/8 inch of the lengths shown. Aluminum channels or rectangular aluminum tubing must be welded together using the inert gas-shielded arc welding process and E4043 aluminum-electrode filler wires. The filler diameter must be equal to the wall thickness of the smallest welded channel or tubing. The aluminum sheeting must be attached to the frame with 3/16-inch-diameter rivets.The rivets must be placed at least 1/2 inch from the web channel edges. The rivets must be made of aluminum alloy 5052 and be anodized or treated with a conversion coating to prevent corrosion. A fabricated single-sheet, aluminum panel must be within±1/8 inch of the dimensions shown.The panel must be flat to within±1/32 in/ft of the panel dimensions as measured by a straightedge placed in any direction across the plane of the panel. 2.02F Fiberglass-Reinforced Plastic Panels A fiberglass-reinforced plastic panel must: 1. Be on the Authorized Material List for signing and delineation materials 2. Comply with ASTM D3841 3. Be weather-resistant, Grade II,thermoset polyester laminate The plastic must: 1. Be acrylic modified and UV stabilized for outdoor weatherability. 2. Contain additives designed to suppress fire ignition and flame propagation. When tested under ASTM D635,the extent of burning must not exceed 1 inch. 3. Be stabilized to prevent the release of solvents and monomers.The front and back surfaces of the laminate must be clean and free from contaminates and releasing agents that could interfere with the bonding of the retroreflective sheeting. The color of the panel must be uniform gray, Munsell color notation N7.5 to N8.5 as specified in ASTM D1535. The panel must be cut from a single piece of laminate. Mounting bolt holes must be predrilled. Predrilled bolt holes, panel edges, and the front and back surfaces of the panel must be true and smooth. The panel surface must not have visible cracks, pinholes,foreign inclusions,warping, and wrinkles that might affect performance. The panel must be: 1. At least 0.135 inch thick 2. Flat to within±1/32 in/ft of the panel dimensions as measured by a straightedge placed in any direction across the plane of the panel 3. Within±1/8 inch of the dimensions shown 2.02G Laminated Panels 2.02G(1) General A laminated panel must have a honeycomb core and extruded aluminum frame laminated between 2 sheets of aluminum to produce a flat, rigid panel. The face sheet must be a single contiguous sheet of 0.063-inch-thick aluminum sheeting, alloy 6061-T6 or 5052-H32. The back sheet must be a single, contiguous sheet of 0.040-inch-thick aluminum sheeting, alloy 3003-H14. The core material must be 0.26 Ib/sq ft phenolic-impregnated kraft paper that: 1. Is impregnated with 18 percent phenolic resin 2. Has 1/2-inch honeycomb cell size 3. Is fungus resistant under MIL-STD-401 B The adhesive used to laminate the face and back sheets to the honeycomb core and extruded aluminum frame must produce a bond that is strong, permanent, and resistant to oil and water. The panel must withstand a wind load of 33 Ib/sq ft with a bending safety factor of 1.25 when tested for the simple span lengths shown in the following table: SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA Panel t pe I Nominal panel thickness I Simple span length A 1 inch 9'-0" B 1 inch 9'-0" 2-1/2 inches 14'-6" H 2-1/2 inches 14'-6" The tensile strength of the panel must be at least 40 Ib/sq in when tested under ASTM C297 and C481, Cycle B, after aging. Instead of spraying with hot water,the specimen must be immersed in water at 160 degrees F. An individual laminated panel must not exceed 24 feet in length and 5 feet in depth.An individual panel must be fabricated as a single unit without horizontal and vertical joints, splices, or seams. Use 2 panels for signs exceeding 5 feet in depth.You may use 3 panels to avoid placing the legend over a horizontal joint if authorized. Welds are not required on the side of the framing members where the face and back sheets will be placed. After lamination, 3/16-inch-diameter rivets must be placed at each corner of the perimeter frame through the face and back sheets.The rivets must be made of aluminum alloy 5052 and be anodized or treated with a conversion coating. Sealant must be placed at the corners of the perimeter frame to prevent water intrusion. The face of a fabricated panel must be flat to within±3/32 in/ft of the panel dimensions as measured by a straightedge placed in any direction across the plane of the panel. Wherever the panels adjoin,the gap between the adjoining edges must not deviate by more than 1/32 inch from a straightedge placed from corner to corner. Nonadjoining edges must not deviate by more than 1/8 inch from a straightedge placed from corner to corner. The face and back sheets must be flush with the perimeter frame.All panel edges must be smooth. A panel must be from—1/2 to+1/8 inch of the dimensions shown.The difference in the length between adjoining panels of multiple-panel signs must not be greater than 1/2 inch. 2.02G(2) Roadside Laminated Panels A laminated panel for a roadside sign must be Type B or Type H. For a Type B panel: 1. Channel edges must be welded together to form the perimeter frame 2. Vertical tube spacers must be welded to the frame For a Type H panel: 1. Channel edges must be screwed to the tube channel edges with self-tapping hex head stainless steel screws to form the perimeter frame. 2. Centerline panel tube must be welded to the perimeter frame along the horizontal centerline of the panel.The centerline panel tube must be a single, contiguous extrusion without joints. 3. Vertical tube spacers must be welded to the perimeter frame and to the centerline panel tube. 2.02G(3) Overhead Laminated Panels A laminated panel for an overhead sign must be Type A. An individual panel must not exceed 24 feet in length or 5 feet in depth. If a panel length is not shown for a sign exceeding 24 feet in length, the Engineer determines the length. The channel edges must be screwed to the modified H sections with self-tapping hex head stainless steel screws to form the perimeter frame. Aluminum mounting clamps for A-1 hardware must be cast aluminum alloy with a tensile strength of at least 25 kips/sq in.The installed bolt torque must not exceed 100 in-Ib. 2.02H Formed Panels A formed panel must be fabricated from a single, contiguous sheet of 0.063-inch-thick aluminum sheeting, alloy 5052- H32. Aluminum sheeting must be attached to struts with 3/16-inch-diameter anodized aluminum rivets.The rivets must be placed through the sign face at the spacing shown after applying the background material and legend. SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA The formed edges must be square.The drilled mounting holes must be straight and perpendicular to the front and back surfaces of the formed edges. A fabricated formed-panel sign must be within±1/16 inch of the dimensions shown and flat to within±1/8 in/ft of the panel dimensions in any direction as measured by a straightedge placed in any direction across the plane of the panel. 2.03 CONSTRUCTION 2.03A General Deliver sign panels to the job site with the background and legend permanently affixed to the panels. Do not chip or bend sign panels. Immediately replace sign panels exhibiting damage or flaws, including a significant color difference between daytime and nighttime. Obtain authorization before repairing sign panels at the job site. Use the following hardware to mount the type of sign panel shown: 1. Lag screws, nuts, bolts, and washers for roadside signs 2. Braces and wood block spacers for roadside signs 3. Type A-1 and Type A-2 mounting hardware for overhead laminated-panel signs 4. Type A-3 mounting hardware for overhead formed-panel signs 2.036 Laminated Panels For laminated multiple-panel signs, place an H-section closure extrusion in the top channel of the lower panel before mounting the upper panel.When mounted,the bottom channel of the adjoining upper panel must fit together to enclose the H-section closure extrusion for the full length of the panel without gaps. 2.04 PAYMENT The payment quantity for furnishing any type of sign panel is the area determined from the dimensions shown. PART 3 ROADSIDE SIGNS 3.01 GENERAL 3.01A Summary Part 3 includes specifications for constructing roadside signs. Roadside signs include Type N (CA),Type P (CA), and Type R(CA)marker panels. 3.01113 Definitions roadside sign: Traffic sign with 1 or more sign panels attached to a supporting structure consisting of 1 or 2 posts, a signal standard, or a lighting standard. 3.01C Submittals Reserved 3.01D Quality Assurance When delivered to the job site, treated posts must comply with the specified grading requirements and have a moisture content of not more than 25 percent when tested under ASTM D4444 with an authorized moisture meter. 3.02 MATERIALS 3.02A General A roadside sign includes sign panels,fastening hardware, back braces, straps and saddle brackets, and frame assemblies for multiple sign panels. 3.028 Metal Posts A mounting for a roadside sign to be installed on a barrier or railing must be fabricated from (1)welded or seamless steel pipe complying with ASTM A53/A53M, Grade B, and (2)structural steel complying with ASTM A36/A36M. Bolted connections must comply with section 56-2.02D. Concrete anchorage devices must comply with section 75-3. After fabrication, all metal parts for mounting a roadside sign must be galvanized under section 75-1.028. SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 3.02C Wood Posts A wood post must be the allowable grade and species for the sizes shown in the following table: Nominal post size Allowable grades andspecies Select heart redwood No. 1 heart structural redwood, 1050f 4 by 4 inches No. 2 heart structural redwood, 900f No. 1 structural light framing Douglas fir,free of heart center No. 1 structural light framing Hem-Fir,free of heart center No. 1 structural light framing Southern yellow pine,free of heart center Select heart grade redwood Select heart structural grade redwood, 1100f 4 by 6 inches No. 1 heart structural redwood, 950f No. 2 structural joists and planks, Douglas fir,free of heart center No. 1 structural joists and planks Hem-Fir,free of heart center No. 2 structural joists and planks Southern yellow pine Select heart redwood No. 1 heart structural redwood, 950f Greater than 4 by 6 inches No. 1 posts and timbers, also known as no. 1 structural, Douglas fir,free of heart center Select structural posts and timbers Hem-Fir,free of heart center; and no. 1 timbers Southern yellow pine,free of heart center 'Sizes shown are minimum dressed dry sizes The posts must be graded under section 57-2.01 B(2). The sweep must not exceed 0.08 foot in 10 feet. When tested under ASTM D4444 with an authorized moisture meter,the moisture content of Douglas fir, Hem-Fir, and Southern yellow pine posts must be not more than 25 percent in the outer 1 inch at the post's midpoint before preservative treatment. Douglas fir and Hem-Fir posts must be treated under section 57-2.01 B(3)and under AWPA U1, Use Category UC4A, Commodity Specification A. Posts must be incised, and the minimum retention of preservative must comply with AWPA requirements. 3.02D Laminated Wood Box Posts The Department furnishes a laminated wood box post with an attached metal cap at the top of each post. 3.02E Sign Panel Fastening and Mounting Hardware Frame assemblies for multiple sign installations must be fabricated from an aluminum alloy or structural steel complying with ASTM A36/A36M. Frames fabricated from structural steel must be hot-dip galvanized after fabrication. Back braces for a sign must be made of commercial-quality, mild steel and hot-dip galvanized after fabrication. Straps and saddle brackets for mounting sign panels on lighting standards, sign structure posts, and traffic signal standards must be stainless steel complying with ASTM A167,Type 3028.Theft-proof bolts must be stainless steel with a chromium content of at least 17 percent and a nickel content of at least 8 percent. Bolts, except theft-proof bolts, lag screws, metal washers, and nuts must be made of commercial-quality steel and hot-dip galvanized after fabrication. Fiber washers must be commercial quality. Galvanizing must comply with section 75-1.028. 3.03 CONSTRUCTION 3.03A General You may cut the ends of wood posts at the job site. If cutting or boring is performed after treating posts with preservative, manually apply preservative to the cuts and holes under section 57-2.01 B(3). Treat wood block spacers inserted between the post and sign panel on single-post installations with wood preservative under section 57-2.01 B(3). If you do not immediately use laminated wood box posts, neatly stack them on dunnage. Do not paint wood posts and block spacers unless described otherwise. SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA Drill 2 holes in each wood post to provide the breakaway feature shown. Make breakaway saw cuts and holes for the saw cuts in laminated wood box posts after installation of the posts. Do not splice the posts.You may make 1 trim cut at the bottom of the post. The line between the center of the top of a post and the center of the post at ground level must not deviate from a plumb line by more than 0.02 foot in 10 feet. Backfill the space around wood posts with earth or sand that is free of rocks or other deleterious material. Backfill around laminated wood box posts with granular material. Place the backfill material in layers approximately 1/3 foot thick. Moisten and thoroughly compact each layer. Backfill the space around metal posts with minor concrete that contains at least 470 pounds of cementitious material per cubic yard. Unless surplus excavated material is hazardous, uniformly spread it along the adjacent roadway where designated by the Engineer. 3.03113 Sign Panel Installation Install lag screws by turning the lag screw into pilot holes using a wrench. Bore the pilot holes with a bit diameter equal to the root diameter of the lag screw thread. Apply PVC tape, polyethylene tape, or other authorized corrosion-resistant barrier to the areas on metal sign surfaces or hardware that will be in contact with treated wood. Before inserting bolts,fill the bolt holes with the hardware manufacturer's recommended corrosion-protection grease that will not melt or run at a temperature of 150 degrees F. The corrosion-resistant barrier and grease is not required if wood posts and blocks are treated with pentachlorophenol in hydrocarbon solvent. 3.04 PAYMENT An installed roadside sign consisting of one or more sign panels attached to: 1. 1 post is 1 measurement unit of roadside sign-one post 2. 2 posts is 1 measurement unit of roadside sign-two post 3. 1 or 2 laminated wood box posts is 1 measurement unit of install roadside sign (laminated wood box post) The payment quantity for metal (rail mounted sign)and metal (barrier mounted sign) is determined by the scale weight of the pipe posts, base plates, anchorage assemblies, and other metal parts used to mount a roadside sign on a barrier or railing. The payment quantity for roadside signs installed by the strap and saddle bracket method on electroliers, sign structure posts, and traffic signal standards and by the mast arm hanger method on traffic signal mast arms is the quantity of the sign panels on these elements. Payment for furnishing sign panels is not included in the payment for roadside signs. PART 4 SIGN OVERLAYS 4.01 GENERAL Section 82-4 includes specifications for installing sign overlays. 4.02 MATERIALS Sign overlay materials must comply with section 82-2.02. A self-plugging blind rivet for installing a sign overlay must have a 3/16-by-5/8-inch shank. 4.03 CONSTRUCTION Drill the rivet holes with a no. 10 drill bit. If the overlay is not prepunched, the maximum rivet spacing is 16 inches. If the existing sign panel is porcelain-enameled steel, drill the rivet holes with a diamond bit. Cover the exposed metal around the hole with a thin coat of silicone adhesive. 4.04 PAYMENT Not Used SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA PART 5 MARKERS 5.01 GENERAL 5.01A Summary Part 5 includes specifications for fabricating and installing markers, including highway post markers. 5.01B Definitions Reserved 5.01C Submittals Submit a certificate of compliance for: 1. Metal target plates 2. Enamel coating 3. Retroreflective sheeting 5.01D Quality Assurance When tested under California Test 671,the enamel coating on metal target plates must have satisfactory resistance to weathering, humidity, salt spray, and chemicals.The enamel coating must have: 1. Satisfactory adherence and impact resistance 2. Pencil lead hardness of HB minimum 3. 60-degree specular gloss of 80 percent minimum 4. Excitation purity of 3 percent maximum: 4.1 As received 4.2 After 1,000 hours in an artificial weathering device as specified in ASTM G155, Table X3.1, Cycle 1 5. Daylight luminous directional reflectance,Y value, of 70 minimum The Department may sample metal target plates for testing at the production stages for the lot and sample sizes shown in the following table: Metal Target Plate Sampling Production stage Lot size Sample size Finished target plates Less than 5,000 5 target plates 5,000-10,000 10 target plates Flat sheet stock 10,000 sq ft or less' Five 12-by-24-inch specimens Coil stock 5,000 Ib or less Two 12-by-12-inch specimens or one 12-by-24-inch specimen 'Flat sheet stock must be identifiable with parent coil stock. The Department rejects the entire lot if either of the following occurs: 1. Any sample does not comply with section 82 2. Zinc-coated steel sheets show any evidence of damage to or removal of the zinc coating If the Department chooses to resample,the sample size may be twice the number shown in the table titled"Metal Target Plate Sampling." 5.02 MATERIALS 5.02A General A marker must be on the Authorized Material List for signing and delineation materials. 5.02B Wood Posts A wood post must comply with section 82-3.02C. 5.02C Metal Posts Steel for a metal post must comply with ASTM A36/A36M. A metal post must be galvanized under section 75-1.02B. 5.02D Flexible Posts A flexible post must be white except where shown as yellow. SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA The flexible post must be free from burns, discoloration, contamination, and other objectionable marks or defects that affect appearance or serviceability. 5.02E Target Plates A target plate for a Type K-1 (CA)or a Type K-2 (CA)object marker must be the same color and material as the flexible post. A target plate for highway post marker or Type L-1 (CA)or Type L-2 (CA)object marker installed on a metal post must be manufactured from an aluminum sheet or zinc-coated steel sheet. Galvanize steel sheets under section 75-1.02B.Zinc-coated steel sheets must comply with ASTM A653/A653M, Commercial Steel, Types A, B, and C. The nominal thickness of a zinc-coated steel sheet must be at least 0.038 inch. Prepare zinc-coated surfaces to produce optimum adherence of the enamel coating without damaging or removing the zinc coating. An aluminum target plate must be aluminum alloy 3003-1-114.You may use other alloys having equivalent properties if authorized. The nominal thickness of an aluminum sheet must be at least 0.050 inch. Prepare the aluminum sheets for the enamel coating by a suitable cleaning method to remove contaminants and by uniformly applying an acid-chromate-fluoride, acid-chromate-fluoride phosphate, or equivalent chemical anticorrosion conversion coating. Cut the target plate to size and shape and punch the mounting bolt holes.The surfaces and edges of the plate must be free from fabrication defects. Coat the pretreated metal target plate with an opaque white coating on both sides using a 1-coat or 2-coat system. When tested under California Test 671,the dry film for the: 1. 1-coat system must be uniform and have an average thickness of at least 0.75 mil with no individual measurement less than 0.65 mil 2. 2-coat system must consist of 0.10-to 0.20-mil-thick primer and have an average thickness of at least 0.75 mil, including primer and top coat, with no individual measurement less than 0.65 mil If using a 1-coat painting system,fabricate a zinc-coated steel target plate, including shearing, cutting, and punching, before starting the enameling process. The enamel coating on a metal target plate must be the product of a commercial manufacturer.Apply the enamel coating by spray, dip, roller, or continuous roller coating.You may use other methods if authorized. The coating must be smooth and substantially free from flow lines, paint washout, streaks, blisters, and other defects that might impair serviceability or detract from the general appearance. A finished metal target plate must not have dents or defects.The maximum edge-to-edge surface deviation from a horizontal plane must not exceed 1/8 inch. 5.02F Reflectors A reflector for a marker must be made of a Type III or higher grade retroreflective sign sheeting shown on the Authorized Material List for signing and delineation materials. 5.02G Hardware Use(1) 1/4-inch galvanized steel or aluminum nuts and bolts or(2)3/16-inch blind aluminum rivets and washers to attach a target plate to a post. Use 5/16-inch galvanized steel bolts, nuts, and washers to attach a marker panel to a post. 5.02H Highway Post Markers A highway post marker is shown in the Bid Item List as a milepost marker. Letters and numerals on a highway post marker must be made with opaque black paint or film.The paint and film must have an equivalent outdoor weatherability as the retroreflective sheeting specified in ASTM D4956. Nonreflective, opaque, black film must be vinyl or acrylic material. Film for letters and numerals must be computer cut and have pressure-sensitive adhesive. SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 5.021-5.02L Reserved 5.03 CONSTRUCTION Drive posts in place where soil conditions allow the driving without damage to the posts. Drill pilot holes if the ground conditions are such that the posts cannot be driven without being damaged. Install target plates and marker panels after the posts are set in place. After setting the posts,fill the space around them with rock-free earth. During placement, thoroughly tamp and water the fill material such that the post is held securely in position. Unless surplus excavated material is hazardous, uniformly spread it along the adjacent roadway where designated by the Engineer. Use stencils to paint letters and numerals on highway post markers. Before Contract acceptance, spot paint all exposed areas where the paint is damaged and clean all exposed areas that are soiled. 5.04 PAYMENT Not Used PART 6—PART 8 RESERVED PART 9 EXISTING ROADSIDE SIGNS AND MARKERS 9.01 GENERAL Part 9 includes specifications for performing work on existing roadside signs and markers. Work performed on existing roadside signs and markers must comply with section 15. 9.02 MATERIALS Not Used 9.03 CONSTRUCTION 9.03A General Remove roadside signs only when replacement signs are installed or when the existing signs are no longer required for traffic. Reset or relocate each roadside sign the same day it is removed. Single sheet aluminum signs to be salvaged must be banded on a pallet with a total weight of not more than 500 Ib/pallet. Reset or relocate roadside signs using existing posts. If an existing post is deteriorated or broken, notify the Engineer. If ordered, use a new post. Any new post and its installation, ordered for reasons other than damage you cause is change order work. 9.038 Installation of Sign Panels on Existing Frames Install sign panels on existing frames with fastening hardware under section 82-2.03A. 9.03C Installation of Removable Sign Panel Frames Install sign panels on removable sign panel frames with fastening hardware under section 82-3.02E. 9.03D Relocate Markers Reserved 9.03E Reset Markers Reserved 9.04 PAYMENT Payment for furnishing sign panels of any type is not included in the payment for install sign panel on existing frame. Remove sign panel and remove sign panel frame consisting of a single removable sign panel frame with attached sign panels is 1 measurement unit. SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA Payment for furnishing sign panels is not included in the payment for furnish removable sign panel frame with sign panels attached and install removable sign panel frame. Each sign installation is 1 measurement unit, regardless of the number of posts or sign panels involved. SIGNS AND MARKERS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 8700 MARKINGS PART 1 GENERAL 1.01 GENERAL Part 1 includes general specifications for applying and constructing markings. Markings must comply with the CA MUTCD. 1.02 MATERIALS Not Used 1.03 CONSTRUCTION Not Used 1.04 PAYMENT Not Used PART 2 TRAFFIC STRIPES AND PAVEMENT MARKINGS 2.01 GENERAL 2.01A Summary Part 2 includes specifications for applying traffic stripes and pavement markings. 2.01113 Definitions pavement marking:Transverse marking such as (1)a limit line, (2)a stop line, or(3)a word, symbol, shoulder, parking stall, or railroad-grade-crossing marking. traffic stripe: Longitudinal centerline or lane line used for separating traffic lanes in the same direction of travel or in the opposing direction of travel or a longitudinal edge line marking the edge of the traveled way or the edge of a lane at a gore area separating traffic at an exit or entrance ramp.A traffic stripe is shown as a traffic line. 2.01C Submittals For each lot or batch of thermoplastic, paint, and glass beads, submit: 1. Certificate of compliance, including the product name, lot or batch number, and manufacture date 2. METS notification letter stating that the material is authorized for use 3. SDS For glass beads used in drop-on applications and in thermoplastic formulations, submit a certificate of compliance and test results for each lot of beads specifying the EPA test methods used and tracing the lot to the specific test sample.The testing for lead and arsenic content must be performed by an independent testing laboratory. Submit retroreflectivity readings for traffic stripes and pavement markings at locations with deficient retroreflectivity determined by the Engineer. 2.01 D Quality Assurance Before starting permanent application of two-component painted traffic stripes or markings, apply a test stripe of the paint on roofing felt or other suitable material in the presence of the Engineer. The test section must be at least 50 feet in length. Test each lot of glass beads for arsenic and lead under EPA Test Method 3052 and 6010B or 6010C. The Engineer will perform a nighttime, drive-through, visual inspection of the retroreflectivity of the traffic stripes and pavement markings and notify you of any locations with deficient retroreflectivity. Measure the retroreflectivity of the deficient areas using a retroreflectometer under ASTM E1710 and the sampling protocol specified in ASTM D7585. 2.02 MATERIALS 2.02A General Traffic stripes and pavement markings must be retroreflective.Within 30 days of applying traffic stripes and pavement markings,the retroreflectivity of the stripes and markings must be a minimum of 250 mcd m 2•Ix' for white and 125 mcd•m- •Iz' for yellow when measured under ASTM E1710. 2.0213 Thermoplastic NOT USED San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 2.02C Paint The paint for traffic stripes and pavement markings must comply with the specifications for the paint type and color shown in following table: Paint Specifications Paint type Color Specification Waterborne traffic line White,yellow, and black State Specification PTWB-01 R2 Acetone-based White, yellow, and black State Specification PT-150VOC A Waterborne traffic line for the Blue, red, and green Federal Specification TT-P-1952E international symbol of accessibility and other curb markings The color of painted traffic stripes and pavement markings must comply with ASTM D6628. 2.02D Glass Beads NOT USED 2.02E Thermoplastic Traffic Stripes and Pavement Markings with Enhanced Wet-Night Visibility NOT USED 2.02F Two-Component Painted Traffic Stripes and Pavement Markings NOT USED 2.02G Recessed Two-Component Painted Traffic Stripes and Pavement Markings Reserved 2.02H Traffic Stripe and Pavement Marking Tape Reserved 2.021-2.02M Reserved 2.03 CONSTRUCTION 2.03A General Establish the alignment for traffic stripes and the layouts for pavement markings with a device or method that will not conflict with other traffic control devices. Protect existing retroreflective pavement markers during work activities. Remove existing pavement markers that are coated or damaged by work activities and replace each with an equivalent marker on the Authorized Material List for signing and delineation materials. A completed traffic stripe must: 1. Have clean, well-defined edges without running or deformation 2. Be uniform 3. Be straight on a tangent alignment and on a true arc on a curved alignment The width of a completed traffic stripe must not deviate from the width shown by more than 1/4 inch on a tangent alignment and 1/2 inch on a curved alignment. The length of the gaps and individual stripes that form a broken traffic stripe must not deviate by more than 2 inches from the lengths shown. The gaps and stripes must be uniform throughout the entire length of each section of broken traffic stripe so that a normal striping machine can repeat the pattern and superimpose successive coats on the applied traffic stripe. A completed pavement marking must have well-defined edges without running or deformation. Protect newly placed traffic stripes and pavement markings from traffic and other deleterious activities until the paint is thoroughly dry. 2.0313 Surface Preparation Use mechanical wire brushing to remove dirt, contaminants, and loose material from the pavement surface that is to receive the traffic stripe or pavement marking. MARKINGS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA Use abrasive blast cleaning to remove laitance and curing compound from the surface of new concrete pavement that is to receive the traffic stripe or pavement marking. 2.03C Application of Stripes and Markings 2.03C(1) General Apply paint for a pavement marking by hand with a stencil and spray equipment. You may use permanent tape for a traffic stripe or a pavement marking instead of paint or thermoplastic. The permanent tape must be on the Authorized Material List for signing and delineation materials.Apply the tape under the manufacturer's instructions. Immediately remove drips, overspray, improper markings, paint, and thermoplastic tracked by traffic with an authorized method. Apply a traffic stripe or a pavement marking only to a dry surface during a period of favorable weather when the pavement surface is above 50 degrees F. Where a new broken traffic stripe joins an existing broken traffic stripe, allow enough overlap distance between the new and existing striping patterns to ensure continuity at the beginning and end of the transition. 2.03C(2) Thermoplastic Traffic Stripes and Pavement Markings NOT USED 2.03C(3) Painted Traffic Stripes and Pavement Markings 2.03C(3)(a) General Do not thin paint for traffic stripes and pavement markings. Mix the paint by mechanical means until it is homogeneous. Thoroughly agitate the paint during its application. Use mechanical means to paint traffic stripes and pavement markings and to apply glass beads for traffic stripes. The striping machine must be capable of superimposing successive coats of paint on the 1st coat and on existing stripes at a speed of at least 5 mph. The striping machine must: 1. Have rubber tires 2. Be maneuverable enough to produce straight lines and normal curves in true arcs 3. Be capable of applying traffic paint and glass beads at the specified rates 4. Be equipped with: 4.1. Pointer or sighting device at least 5 feet long extending from the front of the machine 4.2. Pointer or sighting device extending from the side of the machine to determine the distance from the centerline for painting shoulder stripes 4.3. Positive acting cutoff device to prevent depositing paint in gaps of broken stripes 4.4. Shields or an adjustable air curtain for line control 4.5. Pressure regulators and gauges that are in full view of the operator for a pneumatically operated machine 4.6. Paint strainer in the paint supply line 4.7. Paint storage tank with a mechanical agitator that operates continuously during painting activities 4.8. Glass bead dispenser located behind the paint applicator nozzle that is controlled simultaneously with the paint applicator nozzle 4.9. Calibrated rods for measuring the volumes of paint and glass beads in the paint and glass bead tanks Air-atomized spray equipment must: 1. Be equipped with oil and water extractors and pressure regulators 2. Have adequate air volume and compressor recovery capacity 3. Have properly sized orifices and needle assemblies for the spray gun tip Where the configuration or location of a traffic stripe is such that the use of a striping machine is not practicable, you may apply the traffic paint and glass beads by other methods and equipment if authorized.The Engineer determines if the striping machine is not practicable for a particular use. For an existing surface, apply traffic stripes and pavement markings in 1 coat. For a new surface, except for the black stripe between the 2 yellow stripes of a double traffic stripe, apply traffic stripes and pavement markings in 2 coats.The 1st coat of paint must be dry before applying the 2nd coat. MARKINGS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA Paint a 1-coat, 3-inch-wide black stripe between the two 4-inch-wide yellow stripes of a double traffic stripe. If the two 4-inch-wide yellow stripes are applied in 2 coats, apply the black stripe concurrently with the 2nd coat of the yellow stripes. Apply each coat of paint for any traffic stripe in 1 pass of the striping machine, including the glass beads, regardless of the number,width, and pattern of the individual stripes. Do not paint traffic stripes and pavement markings if: 1. Freshly painted surfaces could become damaged by rain,fog, or condensation 2. Atmospheric temperature could drop below 40 degrees F for acetone-based paint and 50 degrees F for waterborne paint during the drying period On 2-lane highways: 1. If the 1 st coat of the centerline stripe is applied in the same direction as increasing post miles, use the right-hand spray gun of the 3 spray guns used to apply the double yellow stripe to apply a single yellow stripe. 2. If the 1 st coat of the centerline stripe is applied in the same direction as decreasing post miles, use the left-hand spray gun of the 3 spray guns used to apply the double yellow stripe to apply a single yellow stripe. 3. Apply the 2nd coat of centerline striping in the opposite direction of the 1 st coat. Apply 1-coat paint at an approximate rate of 107 sq ft/gal. Apply 2-coat paint at the approximate rate shown in the following table: Two-Coat Paint Application Rates Coverage sq ft/gal Paint type 1 st coat 2nd coat Waterborne paint 215 215 Acetone-based paint 360 150 Apply glass beads at an approximate rate of 5 Ib of beads per gallon of paint. The Engineer determines the exact application rate of the paint and glass beads. Verify the application rate of paint by stabbing the paint tank with a calibrated rod. If the striping machine has paint gauges,the Engineer may measure the volume of paint using the gauges instead of stabbing the paint tank with a calibrated rod. 2.03C(3)(b) Two-Component Painted Traffic Stripes and Pavement Markings Do not apply paint for two-component painted traffic stripes and pavement markings until authorized. Apply the paint only to clean, completely dry surfaces when the pavement surface temperature is above 39 degrees F and the ambient temperature is above 36 degrees F. Comply with the paint manufacturer's instructions for the temperature of the paint during its application. The striping machine must not travel faster than 10 mph when applying the paint and glass beads. Apply the paint and glass beads in 1 pass in the following order: 1. Paint 2. Large-gradation glass beads 3. Small-gradation glass beads Apply the glass beads with 2 separate applicator guns. Uniformly distribute the glass beads on traffic stripes and pavement markings. You may apply the glass beads by hand methods on pavement markings. Apply the large-gradation glass beads at a minimum rate of 11.7 Ib of beads per gallon of paint. Apply the small-gradation glass beads at a minimum rate of 8.3 Ib of beads per gallon of paint. 2.03C(3)(c) Recessed Two-Component Painted Traffic Stripes and Pavement Markings Reserved MARKINGS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 2.03C(4) Reserved Reserved 2.03C(5)-84-2.03C(10) Reserved 2.04 PAYMENT The payment quantity for a traffic stripe is the length measured along the line of the traffic stripe without deductions for gaps in the broken traffic stripe. The payment quantity for a pavement marking is the area covered. A double extruded thermoplastic traffic stripe consisting of two 4-inch-wide yellow stripes is measured as 2 traffic stripes. A double sprayable thermoplastic traffic stripe consisting of two 4-inch-wide yellow stripes is measured as 1 traffic stripe. A double traffic stripe consisting of two 4-inch-wide yellow stripes separated by a 3-inch-wide black stripe is measured as a single traffic stripe. PART 3 CONTRAST TREATMENT 3.01-3.10 RESERVED PART 4—PART 7 RESERVED PART 8 RUMBLE STRIPS NOT USED PART 9 EXISTING MARKINGS 9.01 GENERAL Part 9 includes specifications for removing existing markings. Work performed on existing markings must comply with section 15. 9.02 MATERIALS Not Used 9.03 CONSTRUCTION 9.03A General Reserved 9.0313 Remove Traffic Stripes and Pavement Markings Remove traffic stripes before making any change to the traffic pattern. Completely remove traffic stripes and pavement markings, including any paint in the gaps, by methods that do not remove pavement to a depth of more than 1/8 inch. Submit your proposed method for removing traffic stripes and pavement markings at least 7 days before starting the removal work.Allow 2 business days for the review. Remove pavement marking such that the old message cannot be identified. Make any area removed by grinding rectangular.Water must not puddle in the ground areas. Fog seal ground areas on asphalt concrete pavement. Sweep up or vacuum any residue before it can (1)be blown by traffic or wind, (2)migrate across lanes or shoulders, or(3)enter a drainage facility. 9.03C Remove Traffic Stripes and Pavement Markings Containing Lead Reserved 9.03D Remove Contrast Treatment If contrast treatment is shown to be removed, remove it by a method that does not damage the pavement. MARKINGS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA Sweep up or vacuum any residue before it can (1)be blown by traffic or wind, (2)migrate across lanes or shoulders, or(3)enter a drainage facility. 9.03E-9.03J Reserved 9.04 PAYMENT The payment quantity for remove traffic stripe is the measured length multiplied by: 1 1.5 for a single 6-inch-wide traffic stripe 2. 2 for a single 8-inch-wide traffic stripe 3. 2 for a double traffic stripe 4. 3 for a triple traffic stripe The payment quantity for remove traffic stripe does not include the gaps in broken traffic stripes. Payment for removal of paint evident in a gap is included in the payment for remove traffic stripe of the type involved. If no bid item is shown on the Bid Item List for remove pavement marking, remove pavement marking is paid for as remove traffic stripe of the types shown in the Bid Item List and the payment quantity for 1 square foot of pavement marking is 3 linear feet. PART 10—PART 15 RESERVED MARKINGS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 01 8800 PAINT PART 1 GENERAL 1.01 GENERAL 1.01A Summary Part 1 includes general specifications for furnishing paint used for highway construction. 1.0113 Definitions Reserved 1.01C Submittals Reserved 1.01D Quality Assurance The Department tests samples of paint taken from the source. Do not use paint until authorized. 1.02 MATERIALS Paint containers must be: 1. New 2. Round 3. No more than 6 gallons in capacity 4. Standard full open head with bails 5. Nonreactive with contents 6. Equipped with compatible gaskets 7. Free of bungholes in the lids 8. Labeled with: 8.1. State Specification number if described 8.2. Manufacturer's name, product number, and batch number 8.3. Date of manufacture 8.4. Precautions required by 8 CA Code of Regs§§ 1501-1756 and§§3200-3206 concerning the handling and application of paint Paint must: 1. Be manufactured ready for application. Do not add materials such as thinners after manufacture. 2. Be homogenous and free of contaminants. 3. Be smooth. Settled pigment must be soft and easily dispersed before using. 4. Retain the properties that affect its application, adhesion, and curing for at least 1 year after the date of manufacture. 1.03 CONSTRUCTION Not Used 1.04 PAYMENT Not Used PART 2 PAINT FOR METAL NOT USED PART 3 PAINT FOR TIMBER NOT USED PART 4 MISCELLANEOUS PAINT 4.01 GENERAL Part 4 includes specifications for furnishing paint for materials other than metal or timber. 4.02 MATERIALS 4.02A General Reserved 4.0213 Acrylic Emulsion Paint for Exterior Masonry Not Used San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 4.02C-4.02F Reserved 4.03 CONSTRUCTION Not Used 4.04 PAYMENT Not Used PAINT San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA SECTION 02 4100 DEMOLITION PART 1 GENERAL 1.01 GENERAL A. Selective demolition of built site elements. B. Selective demolition of building elements for alteration purposes. 1.02 RELATED REQUIREMENTS A. Section 00 3100- Available Project Information: Existing building survey conducted by City of San Juan Capistrano; information about known hazardous materials. B. Section 01 1000- Summary: Limitations on Contractor's use of site and premises. C. Section 01 1000- Summary: Sequencing and staging requirements. D. Section 01 1000-Summary: Description of items to be removed by City of San Juan Capistrano. E. Section 01 1000-Summary: Description of items to be salvaged or removed for re-use by Contractor. F. Section 01 5000- Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. G. Section 01 5713- Temporary Erosion and Sediment Control. H. Section 01 6000-Product Requirements: Handling and storage of items removed for salvage and relocation. I. Section 01 7000- Execution and Closeout Requirements: Project conditions;protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products;temporary bracing and shoring. J. Section 01 7419- Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling. K. Section 07 0150.19- Preparation for Re-Roofing: Removal of existing roofing, roof insulation,flashing, trim, and accessories. L. Section 31 2323- Fill: Fill material for filling holes, pits, and excavations generated as a result of removal operations. 1.03 REFERENCE STANDARDS A. 29 CFR 1926- U.S. Occupational Safety and Health Standards; current edition. B. NFPA 241 -Standard for Safeguarding Construction,Alteration, and Demolition Operations; 2013. 1.04 SUBMITTALS A. See Section 01 3000-Administrative Requirements,for submittal procedures. B. Site Plan: Showing: 1. Vegetation to be protected. 2. Areas for temporary construction and field offices. 3. Areas for temporary and permanent placement of removed materials. C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. 1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences. 2. Identify demolition firm and submit qualifications. 3. Include a summary of safety procedures. D. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction. 1.05 QUALITY ASSURANCE A. Demolition Firm Qualifications: Company specializing in the type of work required. 1. Minimum of 3 years of documented experience. PART 2 PRODUCTS 2.01 MATERIALS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA A. Fill Material: As specified in Section 31 2323- Fill. PART 3 EXECUTION 3.01 SCOPE A. Remove portions of existing buildings in the following sequence: B. Remove other items indicated, for salvage, relocation, and recycling. C. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill; compact fill as specified in Section 31 2200. 3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with other requirements specified in Section 01 7000. B. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits_ 2. Comply with applicable requirements of NFPA 241. 3. Use of explosives is not permitted. 4. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 5. Provide, erect, and maintain temporary barriers and security devices. 6. Use physical barriers to prevent access to areas that could be hazardous to workers or the public. 7. Conduct operations to minimize effects on and interference with adjacent structures and occupants. B. Do not close or obstruct roadways or sidewalks without permit. 9. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 10. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. C. Do not begin removal until receipt of notification to proceed from City of San Juan Capistrano. D. Do not begin removal until built elements to be salvaged or relocated have been removed. E. Do not begin removal until vegetation to be relocated has been removed and specified measures have been taken to protect vegetation to remain. F. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. G. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. H. If hazardous materials are discovered during removal operations, stop work and notify City of San Juan Capistrano and City of San Juan Capistrano; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. I. Perform demolition in a manner that maximizes salvage and recycling of materials. 1. Comply with requirements of Section 01 7419 - Waste Management. 2. Dismantle existing construction and separate materials. 3. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse. J. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface. 3.03 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. DEMOLITION San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to City of San Juan Capistrano. E. Do not close, shut off,or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to City of San Juan Capistrano. F. Locate and mark utilities to remain; mark using highly visible tags or flags,with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping,valves,meters, equipment, supports, and foundations of disconnected and abandoned utilities. H. Prepare building demolition areas by disconnecting and capping utilities outside the demolition zone; identify and mark utilities to be subsequently reconnected,in same manner as other utilities to remain. 3.04 SELECTIVE DEMOLITION FOR ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to City of San Juan Capistrano before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition. B. Separate areas in which demolition is being conducted from other areas that are still occupied. 1. Provide, erect, and maintain temporary dustproof partitions of construction specified in Section 01 5000 in locations indicated on drawings. 2. Provide sound retardant partitions of construction indicated on drawings in locations indicated on drawings. C. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage. D. Remove existing work as indicated and as required to accomplish new work. 1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with new construction specified. 2. Remove items indicated on drawings. E. Services (Including but not limited to HVAC, Plumbing, Fire Protection,Electrical,and Telecommunications): Remove existing systems and equipment as indicated. 1. Maintain existing active systems that are to remain in operation;maintain access to equipment and operational components. 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. See Section 01 1000 for other limitations on outages and required notifications. 4. Verify that abandoned services serve only abandoned facilities before removal. 5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification. F. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work. DEMOLITION San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA 3.05 DEBRIS AND WASTE REMOVAL A. Remove debris,junk, and trash from site. B. Remove from site all materials not to be reused on site;comply with requirements of Section 01 7419-Waste Management. C. Leave site in clean condition, ready for subsequent work. D. Clean up spillage and wind-blown debris from public and private lands. END OF SECTION DEMOLITION San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA ATTACHMENT A GUIDE SPECIFICATIONS FOR THE DERO FIXIT These specifications were current at the time of publication but are subject to change at any time without notice. Please confirm the accuracy of these specifications with the manufacturer and/or distributor prior to installation. PART 1 GENERAL 1.1 Summary A. This section includes specifications for the Fixit. 1.2 Quality Assurance A. Installer Qualifications:An experienced installer who has completed installation of bicycle repair stands similar in material, design, and extent to that indicated for this project and whose work has resulted in construction with a record of successful in-service performance. B. Manufacturer Qualifications:A firm experienced in manufacturing bicycle repair stands similar to those required for this project and with a record of successful in-service performance. C. Source Limitations: Obtain each color,finish, shape and type of bicycle repair stand from a single source with resources to provide components of consistent quality in appearance and physical properties. D. Product Options: Drawings indicate size, shape and dimensional requirements of bicycle repair stands and are based on the specific system indicated. 1.3 Submittals A. Product Data: Include physical characteristics such as shape, dimensions, bicycle parking capacity and finish for each bicycle repair stand. B. Shop Drawings: Show installation details for each bicycle repair stand. C. Samples for Verification: Submit finish samples for review and verification. D. Maintenance Data: For each bicycle repair stand. 1. Include recommended methods for repairing damage to the finish. 1.4 Delivery, Storage and Handling A. Upon delivery, before signing for shipment, inspect for any damages and notate on the B.O.L. B. Store bicycle repair stands in original undamaged packages and containers until ready for installation C. Handle bicycle repair stands with sufficient care to prevent any scratches or damage to the finish. 5. Warranty A. Bicycle racks carry a one year manufacturer's limited warranty against defects in materials and workmanship. The one year warranty period begins the date the product is shipped from the manufacturer. B. The air pump for the Dero Air Kit and Dero Fixit Rack have limited operating temperatures ranges. 1. Air Kit 2 and 3: -30F to 120F. PART 2 PRODUCTS 2.1 Acceptable Manufacturers A. Provide bicycle repair stands manufactured by DERO BIKE RACK CO., 504 Malcolm Avenue SE, Suite 100, Minneapolis, MN 55414, 1-888-337-6729. Fax: 612-331-2731 Website: www.dero.com 2.2 Materials A. Main body: 6 x 3/16"tube. B. Bike Hanger: 1.5"sch.40 pipe, '/4"plate. C. Foot: 10"dia.x.25"plate. D. Tool tethers: 5/32"stainless steel cable. E. Manual air pump. ATTACHMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA F. Hand tools: 1. Philips and flat head screwdrivers 2. 2.5, 3,4, 5, 6, 8mm Allen wrenches 3. Headset wrench 4. Pedal wrench 5. 8, 9, 10, 11 mm box wrenches 6. Tire levers 2.3 Finishes A hot-dipped galvanized finish performed after fabrication is standard. Over 250 high quality TGIC powder-coated colors are available from Dero Bike Rack Co. A TGIC powdercoat finish is available. For powder coated/painted racks,the following specifications are required: Part is prepared for painting with hard sandblasting.An epoxy primer is electrostatically applied. A final TGIC, UV resistant polyester powder coat is applied. Final coating mil thickness shall be no less than 6 mils. Thermoplastic coatings may be added over hot-dipped galvanized finishes. In addition to an increased thickness(8-10mils),the thermoplastic finish offers superior impact resistance over powder coating. 2.4 Fixit A. Space Use 1. The Fixit can accommodate one bake at a time and will use approximately the amount of space listed in the installation diagrams. 2. To ensure that the Fixit is convenient and safe for bicyclists, use these minimum space use configurations when installing the Fixit next to a wall or street. B. Setbacks 1. Wall Setback:The back of the Fixit should be at least 12"from a wall. Both sides of the Fixit should be 36"from either wall. 2. No part of the Fixit should protrude onto a walkway, bike lane, or common area. 3. Street Setback: For Fixits running parallel to the street, a 96"setback is recommended. For Fixits installed perpendicular to the street, a 60"setback is the minimum. 4. The foot-mounted Fixit has one 10"dia.x.25"plate that is installed onto a concrete base with 4 masonry anchors. 3/8"anchors are the standard anchor shipped with this rack. PART 3 EXECUTION 3.1 Installation A. It is the responsibility of the installer to ensure that all base materials into which the rack will be installed can support the rack and will not be damaged by any required installation procedures. 3.2 Ordering Information A. When ordering or specifying this rack, make sure the product type, pump type,finish and fastener type (if applicable)are included. Contact your Dero representative for a current price list or to place an order. 3.3 Included with every Bike Rack A. Included in the price is a hot-dipped galvanized finish. The foot-mounted Fixit includes 4 wedge anchors or concrete spikes. 3.4 Freight Call 1-888-337-6729 for freight quotes. ATTACHMENT B ATTACHMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA • • 211 North Lindbergh Blvd. r • i • si • St.Louis,MO 63141 • • • • 800.231.1327 tel 1 314.754.0835 tax ANOVA. saeclfv@anovafurnishinPs.com anovafu rn ishi ng s.co m ■ • ■ LBR9PSLIRF Metro 7-Loop Bike Rack with 19-Bike Capacity, Powder Coated Finish and Surface Mount Seven-loop steel tubular bike rack with nine-bike capacity,powder coated finish and surface mount Material The bike rack is 88.13"wide and can accommodate nine bicycles.A bicycle can be parked within each of the upper and lower loops plus on the outside of each leg.The rack is made from 2.38'0.D.x 11-gauge wall steel tubing.Each leg features a 5"diameter mounting plate with predrilled holes for easy surface mounting.Mounting hardware is not included. Finlih Fade-resistant,powder coated steel tubing features state-of-the-art primer proven to prevent rusting. Treated components exceed the industry by 34%in testing by independent sources. Calor See website or sales representative for color choices. Asimmbly Bike rack requires no assembly except for the surface mounting. Maintenance The product is virtually maintenance-free and requires only periodic cleaning with a sponge and a solution of mild detergent and water to remove surface dirt.Do not clean with solvent or petroleum base products. Warranty 20-year limited structural warranty with 7-year finish warranty against fading from the date of purchase. See full detalIs on multi-year warranties for components at www.anovalurnislrines.com/warranty.aspx. 88.13- 14.92' .69-� 35.110' 90.75" SHIPPING INFORMATION Unit Shipping wt. Unit Weigh Unit Shipping Wt. Truck Unit Ship size Max Units Pallet Sin/Wt. Total No.Pkgs. Shipping Class UPS (1+Units) W/Pallet Perpallet (96-x52-) 781bs. NIA 91 lbs./unit 31.05eu.ft. 8 1001bs. 1 125 11/25/2015 Copyrlgh12015ANOVA` Made inU.S.A ATTACHMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA ATTACHMENT C alk-Thru Table TOPSpecifications 2 1 eY ( y o n W ______________-0- ------------- -b __ '[7 6 Qa b O 0 p P a o D 4 (2]16 GAUGE X 1.25'OD 72.00 6FT Table DIAGONAL BRACE 3 FINISH:POWDER COAT BLACK 96.00 8FT Table SIDE v �77 rn N ao CV ir? (6) 2x2 ANGLE BRACKETS FINISH: POWDER COAT BLACK rn 50.00 6F1 Table 74.00 8FT Table ALL DIMENSIONS ARE SHOW N IN INCHES ATTACHMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA (Valk-Thru Table `\ Specifications 9.12 -o o c 0.25 28.94 0.31 2 sEA�ETAILs 1 TABLE TOP DETAILS % ANGLE SUPPORTS INSTALLED ON INSIDE Of LEG 3 ASSEMBLY DETAIL ALL DIMENSIONS ARE SHOWN IN INCHES HARDWARE:ZINC PLATED CONSTRUCTION MATERIALS:POWDER COATED METAL, PLASTIC ATTACHMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA ATTACHMENT D , ® Elkay Outdoor EZH20 Battle Filling Station Tri-Level Pedestal SPECIFICATIONS Nan-Filtered Non-Refrigerated Model LK443OBFl U PRODUCT SPECIFICATIONS Elkay Outdoor EZH20 Bottle Filling Station Tri-Level Pedestal,Non- Filtered Non-Refrigerated.Features shall include E-Goat,Heavy Duty Vandal-Resistant,Laminar Flow.Fumished with Vandal- Resistant bubbler.Frond Bubbler Button activation.Product shall be Floor Mount/Freestanding,for Outdoor applications,serying 3 station(s). Unit shall be lead-free design which is certified to NSFIANSI 61&372(lead free)and meets Federal and State low- lead requirements. �F Special Features: E-Coat,Heavy Duty Vandal- Resistant,Laminar Flow Finish: Beige(BGE),Black(BILK). Blue(BLU),Brown(BRN), Evergreen(EVG),Gray(GRY), Orange(ORN),Purple(PUR), Red lRED),l erracoftaRequiired(TER), White T,Yellow L Power: No Electrical Required Bubbler Style: Vandal-Resistant E ew. an a.a Ta. N Activation by: Front Bubbler Buttoner° saurr Rp Reor rear or Mounting Type: Floor MountiFreestandin Chilling Option: Non-Refri erated Full Load Amps 10 1* Dimensions L x W x H 14"x 48"x 64" Y.11— aw�k aw.n �, ae venae A rox.Shipping Weight: 2801bs. VYLWr re LK} (Damn [oerl iecr rWHTI Installation'Location: I Outdoor No.of Stations Served: 13 AMERICAN PRIDE. A LIFETIME TRADITION. Special Note:Bottle Filler Stations 1(Upper),Bubbler Stations 2 Like your family.rhe Elkay family has values and traditions that endure.For almost a century,Ekay has been a family-owned and (Mid-Low), Choose from 12 color options operated company,providing thousands of join thatsupport our • Heavy Duly Vandal-Resistant: families and communities. Tamper resistant screws Resists stains and corrosion Included with Product: Outdoor Bottle Filler Heavy-gauge construction • Vandal-resistant,bubblers are one-piece,chrome plated PRODUCT COMPLIANCE with integral hood guard design to prevent contaminatior from other users,airborne deposits and tampering. ADA • Laminar flow provides clean fill with minimal splash. Buy American Act • Unique E-Coat immersion process coats the inside and GreenSped�' outside of the fountain for ultimate corrosion protection. NSFIANSI 61&372(lead free) LISTED Installation Instructions(PDF) Water Systems are warranted for 12 months from date of installation. Warranty pertains to drinking water applications only. Non-drinking water applications are not covered under warranty. PART: QTY Warranty(PDFS PROJECT: CONTACT: DATE: NOTES: APPROVAL: In keeping with our policy of continuing product improvement Elkay reserves the right to change product specrficalions without notice.Please visit elkay,com for the most current version of Elkay product specification sheets. This specfta lion describes an Elkay product with design,quality,and functional benefits to the user.When,making a corrtaarison of other producers'offerings,be certain these matures are not overlooked. Elkay REV 01192017 2222 Camden Court 02017 LK44306F1U Oak Brook,IL 60523 LK4430BF1U_spec.pdf ATTACHMENTS San Juan Capistrano City-Wide Bikeway Gap Closure CIP 14502 San Juan Capistrano, CA Elkay Outdoor EZH2O Bottle Filling Station Tri-Level Pedestal SPECIFICATIONS Non-Filtered Non-Refrigerated Model LK4430BF1 U OPTIONAL ACCESSORIES LK4471LHIB-Locking Hose Bib 97890C-Acoesso -Oirect Bury Adaptor LK4470NLHE-Hose Bib MOUNTING INSTRUCTIONS and PLUMBING CONNECTIONS Provide solid,well-drained wface to mount pedestal lounlain[con cto pad me rnmcndt, mthadequate OPERATING PRESSURES: suppa 1(30f1 b load nin m,ml.(Gl 'minimum Supply,wafer 20–105 psi maximum Tasleners(no[included)shwld be attached lirmlylo mounting sudaca in ordertosecure unit_(Refer to rough-in diaYam) TOP VIEW Locate and install plumbing(hrnugh ground as required NOTE:Lnil is not famished with l serves valve. I ]&C. lH0�4M Poston pedestal over plumb ng and sccwc base to tasleners Remove access panels and connect suupppplly /- and war lines Tum on water supply and check fen leaks Reassembile access panels lo pedestal. Trap and service stop not included. 0147 (355mmi 4a' 11219mmt FRONT VIEW SIDE VIEWS BACK VIEW T 010, r A7Gm�) W� 14.a1s' (3r1mn) dd• (111Bmmj� (1.r•• i 34.1ti16' a D r 19 C 2E-9316` `Srmm} HEWT Oakwil) fY ORIFICE C HEIGHT M) 1.1 r3'pRAIN p4aamrn 11 ;162mmt I m {38mmj 2&riB a A mMI •2T' 22-1x8' 1686mmi (562mmI TS 1b' le'Q3mnt (1[!?rmni Aa 318"0.0.Uf7lated copper lube connect.Shut off vahfe by athefs. B=ADa@ss panCl{l3"X 10'f. 'ADA Requaenerr C=Remouable tlottc'n cover. Note Near Inslallatiorls k1ust Use G•ound Fault Circuit Interrupter IGFCII. In keeping with our policy of continuing product improvement Eskay reserves the right to change product specifications wifhaut notice.Please visit elkaycom for the most current version of Etkay product specification sheets. This specification describes an Efkay product with design,quafity,and functional benefits to the user.When making a congsanson of other producers'oberings,be certain these features are not overfooked. Ekkay REV 01192017 2222 Camden Court 0 2017 LK4430BF1 U Oak Brook,IL 60523 LK4430BF1 U_spec.pdf ATTACHMENTS