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14-1202_SANDERS PAVING, INC._Personal Services Agreement PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this_L: day of 1,)U- , 2014, by and between the City of City of San Juan Capistrano (hereinafter referred to as the "City") and Sanders Paving, Inc., (hereinafter referred to as the Contractor"). RECITALS: WHEREAS, City desires to retain the services of Contractor regarding the City's proposal to provide asphalt, crack seal, and seal coat maintenance and repair services; and WHEREAS, Contractor is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Contractor mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by Contractor shall consist of those tasks as set forth in Exhibit'A," attached and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control- Section 2. Term. This Agreement shall commence on January 1, 2015 and continue for a three year period of time with the option of three (3)one-year extensions.Agreement extensions shall be based on staff review of the Contractor performance and at the discretion of the City Manager- The Agreement will terminate on December 31, 2017, unless extended as provided herein. Section 3. Compensation. 3.1 Amount. Total compensation for the services hereunder shall not exceed the total amount in the City's adopted fiscal year operating and capital improvement budget for asphalt maintenance and repair services, payable at the rates as set forth in Exhibit "B", attached and incorporated herein by reference. There is no guaranteed amount for this contract by the City to the Contractor, The Contractor may not, dependent upon availability of projects and/or funding, receive any work. The City-shall issue purchase orders equal to f J J the anticipated Contractor fees on a project basis, which shall constitute the Contractor's authorization to proceed. 3.2 Method of Payment. Subject to Section 3.1, Contractor shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay monthly progress payments based on approved invoices in accordance with this Section. Section 4. Independent Contractor. It is agreed that Contractor shall act and be an independent contractor and not an agent or employee of City, and shall obtain no rights to any benefits which accrue to City's employees. Section 6. Limitations Upon Subcontracting and Assi nment. The experience, knowledge, capability and reputation of Contractor, its principals and employees were a substantial inducement for City to enter into this Agreement. Contractor shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Contractor is permitted to subcontract any part of this Agreement by City, Contractor shall be responsible to City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Contractor. City will deal directly with and will make all payments to Contractor. Section 6. Changes to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Contractor undertaking any extra work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Contractor's fees. Section 7. Familiaritv with Work and/or Construction Site. By executing this Agreement, Contractor warrants that: (1) it has investigated the work to be performed, (2) it has investigated the work site(s), and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Contractor discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform the City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. 2 Section 8. Time of Essence. Time is of the essence in the performance of this Agreement_ Section 9. Compliance with Law. Contractor shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. Section 10. Conflicts of Interest. Contractor covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Contractor. Section 11. [RESERVE®1. Section 12. LRESERVE®]. Section 13. Indemnity. To the fullest extent permitted by law, Contractor agrees to protect, defend, and hold harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys" fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of Contractor, Contractor's agents, officers, employees, subcontractors, or independent contractors hired by Contractor in the performance of the Agreement. The only exception to Contractor's responsibility to protect, defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees. This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. Section 14. Insurance. On or before beginning any of the services or work called for by any term of this Agreement, Contractor, at its own cost and expense, shall carry, maintain for the duration of the agreement, and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to 3 the City. Contractor shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Contractor has also been obtained for the subcontractor. Insurance required herein shall be provided by Admitted Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A-Class VII or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Contractor shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks associated with the work contemplated by this agreement. If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Contractor shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non- owned vehicles in an amount not less than one million dollars per occurrence ($1,000,000:00). 14.3 Workers' Compensation_ If Contractor intends to employ employees to perform services under this Agreement, Contractor shall obtain and maintain, during the term of this Agreement, Workers' Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Contractor shall submit the insurance certificates, including the deductible or self-retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities performed by or on behalf of Contractor, including the insured's general supervision of Contractor; products and completed operations of Contractor; premises owned, occupied or used by Contractor; or automobiles owned, leased, hired, or borrowed by Contractor. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Notice of Cancellation/Termination of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor 4 the coverages reduced, until after thirty (30) days'written notice is given to City, except that ten (10) days` notice shall be given if there is a cancellation due to failure to pay a premium. 14.6 Terms of Compensation. Contractor.shall not receive any compensation until all insurance provisions have been satisfied. 14.7 Notice to Proceed. Contractor shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed"verifying that Contractor has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to Contractor. In addition, this Agreement may be terminated by any party for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 9.2675 Attn: Keith Van Der Maaten To Contractor: Sanders Paving, Inc. 10645 Stanford Avenue Garden Grove, CA 92840 Attn: Patrick Sanders 5 Section 17. Prevailing Wages. Contractor hereby expressly acknowledges and agrees that the City has not previously affirmatively represented to the Contractor in writing or otherwise, in a call for bids or otherwise, that the work to be covered by this Agreement is not a "public work," as defined in Section 1720 of the Labor Code. Contractor shall indemnify, protect, defend and hold harmless the City and its officers, employees, contractors and agents, with counsel reasonably acceptable to City, from and against any and all loss, liability, damage, claim, cost, expense and/or"increased costs" (including reasonable attorneys' fees, court and litigation costs, and fees of expert witnesses) which, in connection with the work contemplated by this Agreement, including, without limitation, any and all public works (as defined by applicable law), results or arises in any way from any of the following: (1) the noncompliance by Contractor of any applicable local, state and/or federal law, including, without limitation, any applicable federal and/or state labor laws (including, without limitation, if applicable, the requirement to pay state prevailing wages and hire apprentices), (2)the implementation of Section 1781 of the Labor Code, as the same may be amended from time to time, or any other similar law; and/or (3) failure by Contractor to provide any required disclosure or identification as required by Labor Code Section 1751, as the same may be amended from time to time, or any other similar law. It is agreed by the parties that, in connection with the work contemplated by this Agreement, including, without limitation, any and all public works (as defined by applicable law), Contractor shall bear all risks of payment or non-payment of prevailing wages under California law and/or the implementation of Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law. "Increased costs,,, as used in this paragraph, shall have the meaning ascribed to it in Labor Code Section 1781, as the same may be amended from time to time. The foregoing indemnity shall survive termination of this Agreement and shall continue after completion of the work by Contractor. Section 18. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. Section 20. Counterparts. This Agreement may be executed by the Parties in counterparts, which counterparts shall be construed together and have the same effect as if all the Parties had executed the same instrument. Counterpart signatures may be transmitted by facsimile, email, or other electronic means and has the same force and effect as if they were original signatures. 6 I`: .. R� �" t , .' . vs._ ,, Derek Reeve Mayan y r. E . Id _„'..: 1 § � �� i' A. . I',- -', s. x i' GENERAL PROVISIONS REQUIREMENTS PERSONNEL EQUIPMENT MATERIALS AND SUPERVISION REQUIREMENTS a) Work will ordinarily be performed between the hours of 7:30 AM and 5:30 PM, Monday through Friday. During emergencies, work may be required at other than normal hours. The Contractor must receive the approval of the Public Works and Utilities Director or authorized representative prior to commencing work daring hours outside those stated above. b) Contractor shall maintain an adequate crew of at least two experienced employees to perform the service required. c) Contractor will be required to supply a list of equipment owned and available for work. d) Contractor will be required to supply a list of references for similar work performed. e) Contractor will be required to supply list of sub-contractors, if applicable. f) Contractor may be required to supply additional experience references, if requested by City. g) Contractor shall provide City with required proof of liability insurance, workman's compensation insurance, vehicle insurance, and City Business License as noted in the contract documents. h) Contractor shall be responsible for Contractor's compliance in all respects with the prevailing wage rates to all the laborers involved, and with California Labor Code Section 1770 et seq., including the keeping of all records required by the provisions of Labor Code Section 1776 and the implementing administrative regulations. The City shall be a third party beneficiary of the forgoing covenant with rights to enforce the same as against the Contractor. i) Hourly rates and unit prices quoted shall include all safety equipment required. Traffic control may be required on some sites, and shall be included in quoted prices. j) Hourly rates for regular, night, and emergency work shall be for actual time spent on the job site. No travel time will be paid. k) The Proposal will be awarded based on an analysis of Proposal Prices (for EXHIBIT A normal work rates, not emergency or night work rates); Statement of Experience, Statement of Equipment, List of Sub-Contractors/Vendors and all provisions noted in the Instructions to Proposers and General Provisions and Specifications sections of the Specification Package. The City may award to one or more contractors as required to meet its needs. 1) At any time prior to Proposal date, Contractor may inspect City property for further information, if desired. City representatives will be available to answer questions. m) Contractor shall protect any and all private property adjacent to work areas, Any damage to private property resulting directly or indirectly from Contractor's actions shall be the responsibility of the Contractor. n) All employees of Contractor shall wear a uniform or shirt that clearly identifies the company. o) Contractor shall supply a list of employee's names, and hours worked on each date. p) Contract Termination - If at any time, in the opinion of the Public Works and Utilities Director, or authorized representative, the Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shall fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the contract, notice thereof in writing shall be served upon Contractor. Should Contractor neglect or refuse to provide means or satisfactory compliance with the contract, as directed by the Public Works and Utilities Director, or authorized representative, within the time specified in such notice, the City in any such case shall have the power to terminate all or any portion of the contract. PERSONNEL The Contractor shall use and furnish a workforce necessary for the satisfactory performance for the work set forth in this contract. (a) Contractor's Employees The Contractor agrees to require his/her employees to present a neat appearance at all times while engaged in the performance of their duties and maintain good bearing and deportment toward the public. Should for any reason an employee be unsatisfactory in the opinion of the Public Works and Utilities Director or authorized representative, the Contractor, when notified in writing, shall cause that employee to be removed from the job and replaced by a satisfactory employee. (b) Employee Attire The Contractor shall require each of his/her employees to adhere to basic standards of working attire. These are to include uniforms, with the Contractor's company name or insignia clearly visible, proper shoes and other gear required by State Safety Regulations, and proper wearing of clothing, which includes that shirts shall be worn at all times, buttoned and tucked in. (c) Typical Tasks Contractor shall supply employees with the skills to perform various semi-skilled duties in connection with asphalt forming, laying, and finishing and rolling, grading, operating a variety of hand and power tools for purposes of maintaining public property and operating equipment. (d) Experience Supervisors/foremen shall have a minimum of five (5) years of experience in the asphalt/crack seal/seal coat maintenance and repair field. (e) Licenses Laborers will be required to possess a valid and current California Driver License, including all insurances, as required by the City. (� Knowledge and Abilities The Contractor's representative shall have a general knowledge of the asphalt maintenance and repair industry, including suitable experience in the field to perform the required work in a safe and thoughtful manner. EQUIPMENT The contractor shall use and furnish all equipment necessary for the satisfactory performance of the work set forth in this contract. (a) Vehicles Contractor shall display the name of their firm on any/all vehicles used or otherwise by the Contractor's employees. The firm name shall be in letters large enough to be easily legible from a distance of fifty (50) feet during the course of their work. (b) Maintenance All equipment used by the Contractor shall be kept in a neat and clean appearance and maintained in top mechanical condition. All equipment shall be properly adjusted, from an operational safety standpoint. (c) Storage of Equipment The Contractor is required to supply storage for equipment that is used in the City. Equipment shall not be stored in the public right of way or on any other City property without written authorization from the Public Works and Utilities Director or authorized representative. MATERIALS The Contractor is required to supply storage for materials that are used in the City. Material shall not be stored in the public right of way or any other City property without written authorization from the Public Works and Utilities Director or authorized representative. The Contractor shall furnish all material, including, but not limited to, equipment, etc., necessary for the performance of the work set forth in this contract. SUPERVISION The Contractor shall provide such adequate supervision as to furnish ongoing supervision of workmanship and adherence to schedules by the employees performing the work under contract. The field supervisor or their representative shall check with the Public Works and Utilities Director or authorized representative weekly as to (t) schedule of work; (2) complaints, and (3) adequacy of performance. The Contractor shall submit such reports as the City may require ensuring compliance with scheduled work. The Contractor's field supervisor shall be onsite while work is in progress. TELEPHONE ELECTR®NIC MAIL AND EMERGENCE' SERVICE CONTACT INFORMATION The Contractor shall provide the City at all times throughout the duration of this contract emergency telephone numbers of at least two (2) qualified persons who can be called for emergency conditions at any time that Contractor's representatives are not immediately available at the job site. An alternate emergency number shall be provided in case no answer is received at the first number. The emergency number shall be used to contact the representative of the Contractor who can take the necessary action required to alleviate an emergency condition which threatens to cause damage to any City property. In addition, the Contractor shall employ person(s) to answer telephone and e-mail complaints, requests for service, etc. (an answering service will not be considered sufficient for this purpose) during normal City working hours. Normal City working hours are 730 A.M. to 530 P.M., Monday through Friday. Contractor is required to provide the City with a 24-hour emergency number for contact outside normal working hours. The response to an emergency call-out by the Contractor shall not be more than two (2) hours and shall be considered part of the normal contract except when delayed by problems caused by vehicle accidents or Acts of God. EMERGENCY MEDICAL FACILITY The successful proposer is required to provide the City with one (1) copy of an "Emergency Medical Facility Designation and Procedure Sheet" before a contract is awarded. On this sheet, the successful proposer must designate a twenty--four (24) hour emergency medical facility to provide emergency medical treatment/care in the event of injury to any of the Contractor's employees. It will be the responsibility of the Contractor's supervisor/lead worker to transport or make arrangements for. the transportation of any injured employee to and from the designated emergency medical facility or any similar medical facility. SPECIAL CONTRACT PROVISIONS SCOPE OF„WORK Work To Be Done Work to be done consists of furnishing all labor, supervision, methods of processes, implements, tools, machinery, safety equipment, traffic control, materials and proper licensing required to identify, remove, and repair asphalt/crack seaVseal coat maintenance and repair services in those areas designated by the Public Works and Utilities Director or authorized representative and to leave the grounds in a neat condition. This contract covers the scope of the Asphalt/Crack seal/Seal Coat Maintenance and Repair Services. improvement projects shall be bid out separately. The Contractor shall furnish and maintain records designating exact locations and areas of maintenance and repairs. Such reports shall be signed by the contractor and the Public Works and Utilities Director or authorized representative in charge of overseeing the work. All work for which a progress payment is made shall be reported on and certified according to the foregoing procedure, and in addition thereto, the Public Works and Utilities Director, or authorized representative shall certify that the work has been inspected and was completed to the satisfaction of the City prior to payment by the City. Authorization of Work Work will not be performed without prior approval and only as authorized by the Public Works and Utilities Director or authorized representative. . Progress of Work Work shall proceed in an orderly manner. Wherever possible, work shall be completely finished prior to workmen proceeding to the next location. Any exceptions shall be approved by the Public Works and Utilities Director or authorized representative. Alterations The City reserves the right to increase or decrease the quantity of any item or portion of the work or to omit portions of the work as may be deemed necessary or advisable by the City. The Public Works and Utilities Director or authorized representative may make such alterations or deviations, additions to, or omissions from these specifications, as may be determined during the progress of the work to be necessary and advisable for the proper completion thereof. Such alterations or deviations, additions or omissions. shall in no way affect or make void the contract. Upon written order of a Public Works and Utilities Director or authorized representative, Contractor shall proceed with the work as increased, decreased or altered. Acceptance of Work Done The Public Works and Utilities Director or authorized representative will make inspections and determine that the work has been completed in all respects in accordance with these specifications. Bii ga Form Contractor shall provide a billing form and progress payment form approved by the Public Works and Utilities Director or authorized representative, METHOD OF WORK All work shall be performed per the Standard Specifications for Public Works Construction (Green Book), Latest Edition. The Contractor shall perform maintenance and repair services as per the City of San Juan Capistrano Standard Plans as shown on Attachment 5. The Contractor shall be responsible and shall take necessary precautions to prevent public trespass into areas of work, until that time that the area is opened again to the public for their use. Rubbish and construction debris shall be disposed of to an approved dump site. After removal operations have been completed, the grounds shall be left in a neat and presentable condition, satisfactory to the Public Works and Utilities Director or authorized representative. The Contractor shall verify the location of all utilities prior to construction, repair or maintenance, and shall be held liable for all damages incurred due to his operations. Per City Council Policy 601, an Archeological Monitor is required to be onsite during all excavations in excess of 18 inches. The Contractor shall provide traffic control per the MUTCD subject to approval by the Public Works and Utilities Director or authorized representative. The Contractor shall monitor freshly placed asphalt for F ,e length of time necessary to prevent defacing of the asphalt. The Contractor shr.i{ be responsible for repairs or replacement of new asphalt which have been defaced. The Contractor shall be responsible for the replacement of any pavement markings that are removed or are no longer visible in the course of the work. The markings shall be replaced in-kind at the cost of the contractor. NPDES Regulations The Contractor shall comply with all City regulations regarding NPDES (National Pollution Discharge Elimination System) Requirements and the City's Best Management Practices. Contractor shall not discharge anything to the storm drain or creek. Contractor will contain any materials that may potentially reach a City storm drain. Contractor shall implement the attached Best Management Practices (BMP's) provided by the City. Contractor will conduct annual training regarding stormwater regulations and the appropriate BMP's for all employees working at City facilities Contractor shall provide to the City annually, by July 1, with certification of the required training on stormwater regulations and the BMP's, and acknowledgement of adherence to these standards while performing work at the City. When saw cutting, all water and residue shall be detained and vacuumed prior to entrance into the storm drain. Vacuumed construction water shall be properly disposed of. The Contractor is subject to severe fines and penalties should he/she allow construction water to enter the storm drain or creek system. During construction the Contractor shall provide street sweeping as necessary to meet the requirements of the City of San Juan Capistrano National Pollution Discharge Elimination System Program (NPDES). Protection of Existing Utilities The Contractor must take all due precautionary measures to protect all of the existing utilities. When necessary, the Contractor shall have all utilities located by contacting the responsible agency at least 48 hours prior to commencing any work. The Contractor's attention is directed to the one-call utility notification service provided by One Call Center. Member utilities will provide the Contractor with the locations of their substructures when given at least 48 hours notice. Such requests should be requested through One Call Center (1-800-227-2600). Contract Termination If at any time, in the opinion of the Public Works and Utilities Director or authorized representative, Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shall fail in any respect to perform any work with the diligence and force specified and intended in and by the terms of the contract, notice thereof in writing shall be served upon him. Should the Contractor neglect or refuse to provide means for satisfactory compliance with the contract, as directed by the Public Works and Utilities Director, within the time specified in such notice. the City in any such case shall have the power to terminate all or any portion of the contract. Extra Work 1. Extra work will not be performed without prior approval by the Public Works and Utilities Director or authorized representative unless a condition exists wherein it appears there is danger of injury to persons or damage to property. 2. Extra work may be required by the Public Works and Utilities Director or authorized representative as a result of acts of God, vandalism, theft, civil disturbances, accidents, or improvements. 3. Payment for extra work will be based on actual cost of labor; plus wholesale cost of materials, plus a markup. Extra services other than those listed shall be negotiated on a time and material basis with a "not to exceed" amount. 4. The Public Works and Utilities Director or authorized representative is authorized to approve extra work up to 25 percent (25%) of the annual cost of the agreement, or reduce the contract amount by up to 25 percent (25%) of the annual cost of this agreement. Flow and Acceptance of Water Surface or other waters may be encountered at various times. The Contractor, by submitting a proposal, acknowledges that he has investigated the risks arising from surface or other waters and has prepared his proposal accordingly. It shall be the sole responsibility of the Contractor to protect their work from danger due to any waters encountered, Should any damage occur to the work due to surface or other water, the Contractor shall repair such damage at their expense. Protection of Private Prope rt The Contractor must remain within the maintenance areas to the best of his ability. The Contractor must protect all existing private property. Protection of Maintenance Areas Contractor shall protect property and facilities adjacent to the maintenance areas and all property and facilities within the maintenance areas. After completion of project, the maintenance area shall be clean and in a presentable condition. All public or privately owned improvements and facilities shall be restored to their original condition and location. In the event improvements of the facilities are damaged, they shall be replaced with new materials equal or better to the original. Contractor shall repair such damage at their expense. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street; way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other agencies in such streets, ways or parking areas. Weekly Reporting Contractor shall make weekly contact with the Public Works and Utilities Director or authorized representative to determine work level and effort, as well as maintenance performance. Contractor shall provide the City with a weekly log sheet showing the names, dates, and hours worked of all employees for the previous weep, on the following Monday. Withholding of„Payment 1f, in the event that inadequacies/deficiencies are determined by the Public Works and Utilities Director or authorized representative, the Contractor will have 24 hours from the time such items have been determined to be corrected as necessary. If Contractor fails to correct within 24 hours, Contractor shall be fined the amount previously determined at the time of the initial inspection. Deductions from the monthly payment due, for work not performed, will be based upon the bid worksheets, which are to be submitted at the time of bid. Iyleetin.gs Contractors small provide the Public Works and Utilities Director or authorized representative with a contact person(s) and a phone number to reach the contract representative at all times, 24 hours per day. Contractor shall appoint and identify to Public Works and Utilities Director or authorized representative a "site supervisor.” This site supervisor shall meet with staff one (1) time per week at a time and place agreed upon by both parties for as long as the contract is in effect to discuss any problems/concerns which may arise and any goals for the day/week. STANDARD PLAN DRAWINGS i t I r f t g� r 1 REPLACEMEW PAV U MNT A.C.OR P.C.C. �I.CW OR SAWCITT } TING PAVE Rit R PLACHME NT PAM' 0.65'MIN.C.M.B.OR SIS NOTE!I SLURRY FOR LOCAL I.0'MIN.C.M.A.OR SLURRY FOR M13ETR A' B' � � BACKF'ff-L TRAFRC DESIGN STEIEB'I'S. UNDER 2' 0.50' sLn RY 010- OVER 2' BEDDING MATER[AL A PER SUBSECTION ttt MIN ��� 306•1.2.I OF THE STANDARD SpEC'Fi TCAnON UN.S.E.=30.COMPACTED TO THE SATTSFFAMON OF THE CI'T'Y i su ENGMER. SHE NOTE 3. 0.50' 0Sp• SIRING OR D' WHICHEVER IS LESS BUT LINE NOT LESS THAN.35 BEDDING MATERIAL B:.D/13 BUTNOT t UNDLST{IRBEL3 LESS THAN 05'SANI],CRUSHED ROCK FOUNDATION �� OR CONCRETE AGGREGATE.MAX NO,2. EXISTING STREET TRENCH DETAjL SEE SIMET 2 FOR NOTES City of San Juail Casao • -:7�� „W p REVlstoes EXCAVATION AND RESURFA',-ING STANDARD STANDARD P� No. 700 APPROVES BY CiZY EN - XATE GBFIsBR WILE IAh!M rr JH RC.E.32785 DAT- SHT i P s i — NOTES: I. ALL EXCAVATION AND CONSTRUCTION OT'ERATIONS SHALL COMPLY WTTH THE REQUIREMENTS OF THE CAL.IFORNL4 DIVISION OF INDUSIRI.AL SAFM AND TI3E WORK ARR (L CONTROL HANDBOOK ATEST EDITION). A TRAFFIC 2. ALT.`TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL To F_MTING OR FUTURE STREETS (INCLUDING ALL IIS TERSECnON CROSSINGS). ALL LONGTTUDWAL TRENCHES IN THE STREET BVI'MW 1.5 FELT OF THE EDGE OF THE GVITER OR EDGE OF CURB IF TIME IS NO GUTTER. 3. SOUS BNOT REQUIRED A FANDBA tIPECTFtCAANDTIONSDSBCIo�2�S2.4 cs z AGGREGATE BASE AND UNTREATED BASE PER SECTION 200-2 OR 400-2 SHALL BE USED. ALL SOIL.MATERAI..S FOR BACKFILL„BEDDING,AND FILL SHALL BE GRADED PER SECTION 200-2 OR 400-2 FREE OF I)CLAY;2)GREATER TI3'AN 2 LNC-I ROCK OR GRAVEL,;3)DEBRIS;4)WASTE;5) VEGETABLE AND DELETERIOUS MATTER. SATTSFACT QRY SOIL MATERIAL THAT APPROVED SHALL BE THOSE DEFINED BY ASTM D 2457 AS GW,SP,GM,SM,SAND Sp.MAY BE UNSATISFACTORY SOILS ARE GC,SC,ML,MH,CL CH OL OH,AND PT. 4. BACKFILL AND COMPACTION METHODS SHALL CONFORM TO SUBSECTION 306- 1.3 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(CURRENT EDITION),EXCEPT THAT 95%MINIMUM RELATIVE COMPACTION SHALL BE REQUIRED WITHIN THE STRUCTURAL SEC ON AND 0.5�fi BELOW IT AND 90%COMPACTION IN THE REMAINDER.OF THE BACKFTLI ZONE 5. ALL.REFERENCES TO SLURRY SHALL,MEAN CLASS 100-E-100 SANDICEMENT SLURRY. 6. ALL A.C.REPLACEmENL'REQUM TACK COAT ON EMTING El AND A SEAT,COAT ON THESURFACE. 7. PRIOR TO PLACING BACKFILL,CALL CITY ENGINEERING DIVISION FOR BEDDING INSPECTION. 8. THE WHEEL OR SAWCUT OF A.C.SHALL BE A STRAIGHT CLEAN LINE ACCEPTABLE TO THE CITY ENGINEER. F Q6 9. WHERE EXISTING A.C.EXCEEDS 0,5 FEET IN THICKNESS,ALTERNATE PAVEMENT REPLACEMENT THAN REQUIRM HEREON WILL BE SPF.CIFTm BY THE CITY ENGINEER. s 1O. PRIAINEOR TDO PERFORMING ANY WORK IN THE PUBLIC RIGHT_OF-WAY A PERMIT MUST 13E OBTFROM CITY ENGINEERING DIVISION. I I. ON ALL HIGHWAYS SHOWN ON THE MASTER PLAN OF HIGHWAYS THE A+B+B SHALT:.BE OF WIDTH SUF,FTCMW ENOUGH TO ACCOMMODATE A SELF_PROPF,I LED STEEL ROLLER 12. ALL WORK SHALL CONFORM TO THE"GUIDELINES FOR TRAVEL FXCAVATION;�ATT HERETO. iwwo City 0f San Juan a zstr REVISIONS EXCAVATION AND RESURFACING STANDARD I ——_ STANDARD PLAN N0. I 700 712g/?s PPRaV1rD BY CT1Y ENG A �R<WII.L1AIt+i M.HUBER RC,E.31785 I7ATB S1IT 2 OF b i GUIDELINES FOR,TRENCH EXCAVAITON z 1. A TRENCH IS DEFINED AS AN EXCAVATION IN WHICH 7111,DEPTH IS GREATER THAN THE WIDTH OF THE BO"T"TOM OI�THE EXCAVATION. ALL TMNCH EXCAVATION AND RELATED WORK SHALL CONFORM TO SUBSEC£ION 306-1 OF THE CURRPN"I'EDITION OI:THF,"STANDARD SPBC`IITCATIONS FOR PUBLIC f WORKS CONSTRUCTION"(STANDARD SPECIFICATIONS)AND AS FURTIM SPECIFIED BELOW: A. MAXIMUM LENGTH OIOPEN TRENCH SHALT.BE 200 Plif-7 OR THE DISTANCE NI CESSARY TO ACCOMMODATE THE AMOUNT LSF+PIPE ABLE TO HE INSTALLED TIS A SINGLE DAY WIIICFTEVEIt IS r RI?tsTER_ B. BEFORE EXCAVATING ANY TRENCH FIVE FEET OR MORE IN I MIM THE CONT'RACTOR'FERMTI`TEF?SHALL SUBMIT TO THE CITY TY A DETAILED PLAN SHOWING THE DESIGN OF SHORING,BRACING,SLOPING OR OTTEER PROVISIONS TO BE MADE FOR TEE WORXERS'PROTECTION. THIS PLAN MUST COMPLY WITH THE RE'QUIREMENT'S OP'I'HI3 STATE OF CALIFORNIA CONSTRUCTION SAFrfi'T'Y ORDERS, ARITCL,E 6,SECTION 154x, IF THIS PLAN VARES FROM SHORING SYSTEM STANDARDS,IT SHALL BE PREPARED BY A REGISTERED CIVIL LNGINEM TTEJ PLAN WILL BE REVIEWED BY TTIE CITY PRIOR TO THE COMMENCEMENT OF EXCAVATION BY THE CONTRACT`OR/PERMrl`TEE, C. PRIOR TO COMMENCLNG WORK ON TIM PROJECT,THE CONTRA.CTOPJPEELW= SHALL,SUBMIT TO TRE CITY FOR APPROVAL A PLAN AND SCHEDULE OF CONSTRUCTION WHICH WILL.ALLOW THE LEAST INCONVENIENCE TO THE PUBLIC AND/OR RESIDENTS. VnLTI'Y TRI'NCHES MUST BE BACKFaLED AND COMI'AC im OR COVERED WITH STEEL PLATES SO TRkT ALL RESIDENTS WILL HAVE ACCESS TO TIMM DRIVEWAYS PRIOR To CONTRAC'T'OR/T'FTCMTI IEE LEAVING JOB SII E FACIi DAY, ALL TRENCHES DEEPER T'RLAN(),IS FOOT IN ROADWAY MUST BE COVERM WITH STaIL PLATES OR FENCED,AS DETERMINED BY THE CITY WHEN LEFT OVER.NIGFRT:ALL PL.AI7<4 SHALT.BE PLACED AND SECURED AGAINST DISPLACEMENT IN CONPORMANC:E WITH THE PROVIWIONS OF THE'WORK AREA TRAFFIC CONTROL HANDBOOK PUBLISHED BY BUILDING NI»R'S,INC.,Lam IDI��THEQOFAP PLAN ON ARTERIAL HIGHWAYS SHALL BSE L a 1 BEDDING MATERIAL WATCH SUPPORTS THE CONDUIT STALL EXTEND A mwwu I OF 1.0 FOOT ABOVE THE CONDUIT Ar'-`TER DEIdSLKCATION. 3. PRIOR TO BACIFILLINO OF THE TRENCH BY THE CONTRACTOR/PERTaIT'IT'F.F,TjjE PROPOSED BACKFILL MATERIAL MUST BE APPROVED By THE CITY WIEsN REQUESTHp THE CONTRACTOR/PERMITI EE SHALL PROVIDE THE Ci'I"Y'VirrM A t CER17RCATE OF COMPLIANCE FROM A SOILS TEST]NG LABORATORY APPROVED BY TETE CITY, a City of San Juan Capistrano REVISIONS STANDARD EXCAVATION AND RESURFACING PLAN NO. STANDARD 700 INEHiz RSILF I.4M tvL Iii.SBFR k.EE 31795 DATE SFTi 3 C7F 6 } 1 f FN REQL3IRFD BY nIE Cll'Y,TESTS SHALL BE PERFORMED Old ALL PROPOSED BACKFILL. ERIAL TO ENSURE?TINIFDRM COMPLIANCE WI'T'H CI'T'Y REQUIRE?NIENTS. ANY MATERIAL,THAI'S Oh-SI E TESTING IS SUBJEC'1 TO REMOVAL AND DISPOSAT AT THE E�PEhiSE DF TIEF3 fRACTORJPERI,3ITTI-E.TAT73I)IN THE TRENCHING DETAIL NffTES,13ACYJ'ILL AND BEDDING MATERIALS SHALL HAVE A ])EQL'IVALENT(S.E.)AS DETERMINED By TEST METHOD NO.CALIF 217 AND SHALL BE PAt'AG TLP A MII UAUM RE-STEVE COMPACMON OF 90 PERCETNT(95 PERCENTL IN TIM CASE OF PARAGRAPH 4B BELOW)BY THE USE,OF MECHANICAL TAMPERS,ROLLERS,OR VIBRATORS OVIiD BY THE CITY. "STA1vff�II�a} TY EEpi , T SH ALL NOT BE USED FOR DI NSII$Y1NG CH 13ACI;I ILL VrTIIEOUT PRIOR CITY APPROVAL WHEN THE CONDUIT OR PIPE U OTHER TITAN FORCED CONCRI;M OR AS OTHERWISE SP$C IFIRD By TME PUBLIC LITII=COMPANY DARDS. MATERIAL FOR MEMANICALLY COMPACTE?D BACKFILL,SHALL BE PLAM)LN LIFTS EXCEEDING TTITCKIVI34SFS AS SPECIFIED IN SUBSECI ION 306-1.3.2 OF THE STANDARD LFICATIONS FOR TEE TYPE OF EQUIpMMgT LTSRD. C1_ASS10D-E»100SAND-CE SFtdrSLUItR.Y,ANICALLY MD7 ED(HAND MIXING IS NOT APPROVEI))AND PLACED IN CONFORMANCE WITHREQT.IIRE NIENTS,MAY BE USED WHEN APPROVpD BY THE A. TESTING OF 13ACKFU-L,"AT'P,RIIA L SHALL 13E PERFORMED By TT-B CONTRACTORTMUMTEp AS UR I FORT BY THE C TTY TO ENSURE UNIFORM DENSIFICATION. APPROVAL OF THE TEST RESULTS BACKFILL MATERIAL SHALL BE SECURED FORM TETE CITY PRIOR TO PLAMfE W OF PERMANENT BASE OF PAVEMENT ALL TESTS SHALL BE PERFORMBD AT THE EXPENSE OF THE C0NIRACT0RATAZMrI- . B• WEERE TRENCH EXCAVATION OCCURS WITHIN TWLSTTNCr COPAVEMENT,THE FOLLOWING CONDITIONS SHALL-APPLY.' !. T'IIE UPPER 0.5 IFI<"'I'OF SUBGItADE AND THE STRUC"I'UR.AL SECTION SHALL BE DENSIFIRD TO A DEt l E TID A C U�'M REL.ATNIVL COMPACTION 95 PEkCMW,P 90 PERCENT, BACKI�L SHALLBE 2. ALL TRENCEM WHICH ARE TRANSVFASE OR DIAGONAL TO EX7STEIdGr STREOR UN ARE WITHIN AN INTERS13MON SHALL BE BACKED WWI CLASS 100•E-I00 SAND(Ltv1T OR SLURRY. p LONGITUDINAL TR£NCCfUTG IS PROPOSED NEAR CURBS AND GUTTM3 S,THE WALLS OF THE J TRENCH SHALL NOT BE WLTFTEN L5 FEET OF THE EDGE OF Gt-nTBR f OR EDGE OF CURB IF'IT{EFtE L5 NO GUI 'ER)IF THE T RENC'IS IN TM STREET NOR Wl"L aN 1.5 FEFr OF THIl BACK OF THE CC.JRB LP THE TRENCH IS IN T'IIE PARKWAY,UNLESS PRIOR APPROVAL IS OBTAMED FROM THE CITY Y: WHEN TREN("E3 WAIT-S 1.S F'EL'T OR CLOSER TO THE EDGE OF GU 2 L'R(OR EDGE OF C[TRB IF TTiFRE7 3 IS NO GUTTER.)ARE APPROVED By THE CITY,THEA THE T-RENC I SHALL BE BACKFILLED WI'TfT CLASS 100-E-100 SAND.C�SLURRY, P 3. THF FMSTING PAVEMENT SHALL BE CU CON ALL SIDES 0.5 TO 1,0 FEET WIDER TI-LAN THE TRENCH WMTH. WHEN TETE EDGE OF EXISTING PAVLMENT TS SO CUT,ALT.EXISTING PAValENT BSL WEHN TREED OF THE CUT AND TIME GUTTER SHALL BE REMOVED IF IT'IS LESS THAN 2.0 FIST"IN TIL ALL EDGES OF IGHT AND UNIFORM, TiIE CONTRAC'IDRIP CF RNOa Ta CHOOSES`Y�U E A"PA'VFSHALL1 BE IAM'FOR MARKING THE INITIAL I.I,rrS OF TRENCH EXCAVATION,THE AREA SO A3ARKED MUST BE e C'(Ph"1`ENUOUSLY BARRICADED To PREVENT TRAFFIC FROM PASSING OVER THE Itis TDTATTONS IN THE PAVBBO? I;AS WELL AS THE AREA I2v1ME17IAT'ELY ADIACENT To ANY FXCAVA10I'1.SUCK BARRLCADLNG OR TRA RC CLOSURE,HOWEVER,SHALL COA2LY WrM CONTRACrI?E MIT S.AND NOT PAVEi� AND OTHER SHALL CONSTITUTEI DELYOREMOVED.PRIOR TO NAL CLOSURE, ALL LOOSE SURFACING OF THE TRENCET,THE WMTINC3 PAVENeNT SHALL BE CUT AS SPI'CIIlIE3}ABOVE. A_NY BARRICADING SHALL CONFORM TO CTTY TRAFFC t REQUIgEIVEIIVTS AND PROVISIONS OF THE"WORKARLA TRAFFIC CONTROLHANDBOOK". � 6— Ito FSR City of San ,duan Capistrano REVISIONS EXCAVATION ANIS RESURFACING STANDARD --_..---_. STANDARD PLAN NO. 700 7120195 aA1 PROVED BY C1TyPNGL�[Ef;R R II[L�aNi M.HUGER R.C.E.31785 DATE 5HT 4 01 6 __.;_ 4. TRENCH RI3SUIZFACLYC,SHALL M fiI CI t TFFH HIILSTINQ STRFsIsT SURFACE(A C.OR P.C.C.)AND SHALL BE 0_I FOOT TIi1CKER iiiAly FXISTING PAVEMENT T7�MINrR41,IM THICKNESSES DF TRENCH RESURFACING MAI HR.tAI S SHALL CONFORM TO THE FonOWING TABLE, SECONDARY AND LOCAL STREETS REVD ALLEYS COMMU IiTR EET {AS SHOWN ON THE CITY MASTER PLAN OF HIGHWAYS) 0.35 FOOT A.C.OR P.C.C.OVER 054 FOOT A.C.OR P.C.C.OVER 0.65 FOOT Cl 2 AB OR C:&B 1.40 FOOT 0 2 AB OR CMB OR OR 0.35 FC1fYT A C.OR I?C.C.OVER 4.35 FOOTA.C.OR EC.C.OVER CLASS SLURRY 100-E-100 SAND CEMENT 140-E.100 SANT)-CHMFENT SLURRY SLURRY ' S. IF TEMPORARY ASPHALT CONCRFTE PAVEMENT LS PLACED IN ANY PAYMENT CUT,IT SHALL BE MAI MUNE D FADE OF HODS.RUTS OR OTTER FAILURES.THIS TEMPORARY PAVEMENT SHALL BE REMOVER AND DISPOSED OI AND PERMANENT ASPHALT CONCR17M PLACED WITHIN A PHRIOD OF THE RN WORKING DAYS OR AS(71HHFRWTSE APPROVED FOR PUBLIC UTILITY COMPANIES,FOLLOWING PRIOR A CEMEP rl�OF THE TEMI'ORARY PAVEMENT AFTER REMOVAL OF TEMPORARY PAVEMENT ANIS OF OF PERMANENT ASPHALT THE SURFACE OF THE SUBGRADE,BACKFILL OR BASE,AND EDGES OF ADJACENT T PAVEMENT SHALL BE APPROVED BY THE CITY. THIS SURFACE SHALL BE TBSTEDflNSPF.C=FOR COMPACTION,IISVATTOid,SURFACE UNIFORMFT Y AND IT SHALL BE FIRM,HARD AND UNYIELDING. THE EWES OF PAVENIEN T SHALL BE INSPECTED FOR WID'T'H. [ STRAIGII NESS,AND PROPER TACK COAT, &. IF'THE CONTRACTOR/PFRIsM7TEE PROPOSES TO OPEN A STREET TO TRAFFIC AFTER PERMANENT t ASPHALT CONCRETE(BASE COURSE)HAS BEEN FNSVILED IN THE TRENCH,IIUT PRIOR TO TNSTALLATIQN OF THE FINAL PAVEME�CQURSE,TIMPAVEIIENT SIIALL BE MAINTAINED IN SUCH A MANNER THAT HOLES,RUTS,FAILURES,ANIS ABRUPT CHANGES IN FLEVATION WILL NOT OCCUR THR CONTRACTORIPERMIT'I SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO OPENING THE SMEEr TO TRAFKC WITHIN THE I.uym OF TnEm PERK n7m WORK. 7. THE FINAL PAVEMENT COURSE SHALL BE MADE IN SUCH A MANNER THAT IT WILL BE FLUSH AND CONFORM WITH THE EXISTING STREET SURFACE. THE CON1'RACTORIPER2vIITTEE SHALL OBTAIN APPROVAL FORM TIM CITY PRIOR TO PLACING THE FINAL PAVEMENT COURSE. City of San Juan Capistrano REVISIONS EXCAVATION AND RESURFACING STANDARD PL A�NO. STANDARD 1 700 4, 7120!95 BVI C7 BY CIT Y O R'11d SAM M IIUBHR RCE 31785 ATE SF1T 5 pr 6 E i r.- HE CI"T"Y GUIDELR`IES FOR TT-STING BACK=MATERIAL ARE AS FOLLOWS: A. PRIOR TO TRENCH EXCANATION,THE GRADING SAND EQUIVALENCE(SX.),AND RELATIVE g CO-WACITON CURVE OF nfE PROPOSED AACI=WX R.€AL,SHALL BE DETF'RMlMEI)AND A CERTIFICATE OF COMPLIANCH FROM A CTrY APPROVU)SOILS TESTING LABORATORY SHALL BE SUBMIT ,D TO T73E CITY. THE CITY MAY REQUIRE ATJDMONAL TESTING AT THE EXPENSE OF THE CONTRACTORIPERNffrrEE To ENSURE UNUORM COMT'I IANCE AND MAY ACCEPT OR REJECT THE hL TERIAL BASED UPON SUCH TESTING. UNSUITABLn MATERIAL AS DE'TERtvMq D BY TIE CITY SHALL BE REMOVED FROM THE SITS AT 7M LYSE OF TITS CONTRA(-TOR/PHRNflT£EI? B. RET ATTVE COMPAC'.TION TESTS SHALL BE PT3RI~YaRMED AT IN-IERVALS NOT EXCTEDING 200 FELT IN LFNOTH AND 2.0 IST IN DEFM ANY MAI EKAL TEAT FAILS A COMPACTTON TEST SHALL BE RECOMPACTF.D OR REMOVED TO LjMITS DEII ERMINED BY TBE C=. 4. BARRICADES AND TRAFFIC CONTROL SHALL BE PERFORMED PER THE"WORK AREA TRAFFIC CONTROL HANDBOOK"PUEI.IS THEREOF IED BY BUILDING NEWS.INC,,LAT&STEDII fON 1CI.ANY PAVENfEN f'TRAITIC STRIPING REMOVED OR O13I 3'ERATED DISE TO CONTRACrOR/PERMIT"M OPEZATTONS SHALT.BE REPLACED BY THE CONTRACTORMERNiTTTEE MMEDLATELY FOL,L,pWING,SAL PAVTN&PATCHING,TOTHE HE SATISFACTION OF THE CTI'Y. THE CONTRACTOR/PERMITTEE SHALL ALSO PROVIDE TEWORARY PAVET,SENT MAR [NGS DURING CONSTRUCTION WkiEN REQUIRED BY THE CITY, ON CPI'Y CONTRACTS TETE CONTRACTOR SHALT.RESTRIPE AS REQUIRED BY THE SPE(JRC'.ATION. E FE I I t � E toil j vii k City of Say Juan Capistrano � REVISIONS STANDARD EXCAVATION AND RESURFACING PLAN NO. STANDARD ®a f kAPFRDVEI)EY CET Y ENGIL WII T IAlvi M HUBHR RC 31785 DAER SHT fi OF 5 E f 'i Y I i 6! { 1' i $!E 7 t Lf LESS THAN 3' - REPLACE 7L7 - EXPANSION JOINT 718"x2"SAWCUT WEkKENED PLANE fl IUTA7T CCYi'.?♦ ' .r -"-st •c..w W I..ESS THAN 3' REPLACE TO CONSTRUCTION OR SA f REPACE TO IFLESSTRAN3— N R.AMON L < NEARESTLOLN•T IOIN"T. VZ TM R 9A SAW CUT S x 6"MAN, 0 6 jos r 6.. R CUS 015 QUE 3'ATII`i. BZ QUA tlFF BY SAW NORMAL C�TE:RF,.tldp_ p� w o a r rrs•¢ b..ETCH. I E MLT. O z 0 4 �o t. EXCAVA'1T N _ _f ! =AREA OF CONC:RJ rE PAVE\JENT fs TO BE SAWCL'I'&ND REPLACED � _�-- =I/8"x2"SAWCUT �SAWCLrC 2'•DFEP � ...,. III nsr pi4 City of San Juan. Capistrano REVISIONSSTAND RD CONCRETE PAVEMEN�' FLAN N0. REPLACEMENT 715 APPROVE BY C fY � '`� 7120/95 LVEER,LVILI.IAiv�3vL HL�BER R.C.E.31; 5 AATa= SHT 1 QF 2 E E SAW CUT 2- DEPTH 3'MIN AREA OP CONC.REMOVAL 6<'MIN. 6 vw s EXCAVA'IiON AGG BASE EXIST.BASE S EXIST.CONCRETE TYPICAL EXCAVATIQN SECTIf)N SEE NOTE 2 NOTES: L CONCRETE PAVEMENT SHALL N THE CITY IWGTNTER OT BE CUT WTITTOUT PRIOR APPROVAL FROM 2. EXCAVATION SHALL ALSO CONFORM TO TIM REQUIR EMEbI'CS OF STD.PLAN Na.-ljw. 3, THE EXTENT OF REPAIR OFCON.:RETE CUTS NOT SHOWN O?q"!'ITIS STANDARD OR OF CUTS MADE WIrHW THREE FEET OF E�CF.STMG PATCHES, � �SOF DMFMORATEI3 SLABS SIiA.LL BE DEFEnillNED BY THE CITY 4. ALL CONCRETE WORK.SILAI..L CONFORM!TO THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS C ONSTRUCTTON AND CITY i OF SAN JUAN CAPISTRA.NO STANDARD PLANS, 5, ALL TRAMS VERSE AND LONGITUDINAL JOINTS AND OUTER EDGES OF PAV&�NT'WHICH ARE PART OF THP REPLACED CONCRETE SHAT S OF EDGED WITH AN BE EDGING TOOL HAVING A RADIUS OF 714"AND IN ACCORDANCE VVFM CITY STANDARD PLANS. 6, R PLACID CONCRETE"!'HAT JOINS A SAWM EDGE OF THE EXISTThG PAVEMENT SHALL BE TOOLED. T. RAS EPS CEDF ONCREN HALLEX[STBE CO CRED To L, THE SAME SURFACE TE3t"I"URE c 8. BE DETERMINED �D REMOVAL T (TTY A I IN TfIE TRAVTB ED WAY SIIAI.C 9. DOWI I INCF VtAY BE REQUIRED AS DIRECTED BY TTTI CITY ENGINEER i 10.ALL REMOVALS IN CROSS GUTIT.RS SHALL BE ALONG EXPANSION OR WEAKENED PLANE JOINTS PER STD.PLAN NO,305, City of San Juan Capistrano „n REVISIONS CONCRETE PAVEMENT STANDARD REPLACEMENT FLAN NO. 715 _— APPKGED B Y CTTY ENGllJ E� 7120/45 YSLI€AM hfTIUB `� 3 T 7$5 DATE SHT 2 OF 2 PROPOSAL ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND.REPAIR SERVICES From: CONTRACTOR To the Honorable City Council City of San Juan Capistrano Gentlemen: The undersigned, as Proposer, declares that he/she has carefully examined the location of the proposed work as described, examined the Specifications and General Provisions, read the Instructions to Proposers, and is familiar with all proposal requirements, and hereby proposes and agrees, if the proposal is accepted, to complete said contract in accordance with the Contract Documents for the following: Said amounts are to include and cover all taxes, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, materials and other means of maintenance and repair; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications for the.work. Contractor will be required to pay for permits on City projects (i.e. encroachment permits). Contractor may invoice City for reimbursement of actual permit fee(s) only. All prices quoted shall include removal and disposal of all material, such as, but not limited to, sludge, grease, water, mud, roots, trash, etc., from the project sites. All prices quoted shall include traffic control as required by the City. Unit pricing amounts shall remain in place for the three (3) year term of the agreement. It is anticipated that the chosen Proposer shall commence work on January 1, 2015 (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing thefirm: Preside Secretary Treasurer, and Manager thereof.) Date / `"�.S 2U` _ SI E OF CONTRACTOR Name: �ctr Title: Company- Business Address: ) i tea' e. State Contractor's License E-mail: _r� � { avrt C.' Telephone # EXHIBIT B PROPOSAL - ASPHALT/CRACK SEAUSEAL COAT MAINTENAI ICE AND REPAIR-SERVICES FROM: :Soodefs io C -- - _ . - CON RATOR The undersigned, as Contractor, declares that she/he has carefully examined the location of the proposed work as described, examined the Specifications therefore, read the Proposal Instructions, and is familiar with all proposal requirements, and hereby proposes and agrees, if the proposal is accepted, to complete the said maintenance and repair in accordance with the Contract Documents, for the unit price or lump sum as follows: Work to include, but not limited to, services listed above in or on City owned property and right of way (i.e. parks, parkways, medians, facilities, parking lots, streets, sidewalks and open space,. Said -mount shall include and cover all taxes, overhead and sub-contract expenses, the furnishing of all materials, the performing of all the labor required, and the providing of all necessary machinery, tools, apparatus, and other means of asphalt/crack seal/seal coat maintenance and rep' ' This is a valid and binding proposal to do all work herein proposed for the ri set f ove. Date X "= ci d SI N E OF CONTRACTOR Name: 4r, n-qt Title: Company: �Sq C'z(_5 o'1� n Business Address: State Contractor's License #:3j_LaY�'j Telephone # 0 Further, the undersigned Proposer certifies that he/she has t oughly checked the figures set forth in this proposal, that they are correct to t est f h' her knowledge- and that they constitute his/her proposal for the work c ut: Date ) SIG E OF CONT CTOR Name: erg Title: ;de.r74, Company: ;' �Yd-ef-5 W��� � .. Business Address: State Contractor's License #: - 7/ 16 Telephone # %SPH�ILT/CRAr-K sEAUSEAL COAT MAINTENANCE ANIS REPAIf� PRI 'rI!!( _ .2p14 PROPQSER BID SHEET As haft Work-IVarmal Work Hours 7:30 AM_T0_5--_30 PIVDS.F. ear 1 — 1U5ear2 S.F. ear3 Remove and Replace Asphalt (4"thick)Less than 1005-F. Remove and Replace Asphalt (4"thick) 1t31 S.F.-250 S.F. Remove and Replace Asphalt {4"thick) ?S1S.F.-400 S.F. CG• L10rJ 7 �5 Remove and Replace Asphaft (4"thick)Over 400 S.F. — Total As haft Work-Ni ht Work S.F. ear 1 ( —�.— S-F--S:!ear25,F. ear3 Remove and Replace Asphalt (4"t. ick)less than 100 S.F. �! /5. 5 ! a✓� i Remove and Replace Asphalt (4"thick} 101 S.F.-2.50 S.F. 10-�� /(�. -1/6 /0- 7 Remove and Replace Asphalt {4"thick) 751 S.F.-400S.F, -7. qO '3 Remove and Replace Asphalt (4"thick)Over 400 S . CU' 2� -7.a 55 Total Other �Ft Year 1 eft Year2 Ft Year 3 Crack Seal L.F. — , — r Slurry Seal Coat S.F_ —.,___ W - _ !•G�d2 T REGULAR WORK-Hol WILY RAE — �-/H1n ds r t1 Worcf Hourly rate,per man,per hour / NIGHT WORK-HOURLY RATE Hr In Words Hourly Hourly rate,per man,per hour,after regular work hours �Y��`�— ane 'O�L V7 EMERGENCY WORK-HO<1RLY RATE ---- �[Hrin Words Unit Price,per man,per hour For First Two Hours Unit Price,per man,per hour For Each Hour Thereafter 1 V f n COMPANY - _.. Y BATE SI Said amounts are to include and cover all taxes, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, materials and other means of maintenance and repair services; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications for the work. Contractor will not be required to pay for permits on City,projects. It is anticipated that the chosen Proposer shall commence work. on January 1, 2015. (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) Further, the undersigned proposer certifies that he/she has thoroughly checked the figures set forth in this proposal, that they are correct to the be of his/her knowledge and that they constitute his/her proposal for the work calle her in. Date S F CON RA Name- Title: Re_sLdee- Company. 0 x'10 Business Address: L6 0 State Contractor's License Telephone # _LO/�f STATEMENT OF EXPERIENCE THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS PART OF QUOTATION. 1. List contracts of a similar type - either currently held or held within the past ten (10) years. PERIOD OF CONTACT N-AME CONTRACTEUBLIC 1 AND PHONE CONTRACT � CONTRACT LROWTO) AGENCYC0M PANY NUMBER TYPE AMOUNT:5<vv0 . T JA 7 q5 - 0 D ke -7 -F /7 7!5. fcj ut�j t9 '7 SS Date S TUK OF CONTRA TOR Namef1� SYS - Title'. Company pit/i :Bu L;jnerss Address: State Contractor's License #-,_aiL Telephone LIST OF EQUIPMENT THIS PAGE TO BE COMPLETED BY PROPOSER ANIS SUBMITTED TO CITY AS PART OF QUOTATION. List equipment owned by the quoting firm or sub--contractors that is available for use on this contract. Provide type, make and model year. Use additional sheets if necessary. Date r_ S OF CONT R Name: i Title: Company: jTnC.. Business Address: : State Contractor's License Telephone Sander's ,equipment List E t#prne6f dame [: Cerise Win.# yiase Dump 7827785 lMlAA13YOVW075195 1997 Mack CH613 Dump 5J12674 1FDXR82A4JVA29543 1988 Ford L8000 7 Dump 7H45940 1M1AA13Y5VW075189 1997 Mack CH613 48 Seal Trk 6G31745 1 FTYY95Y3TVA25397 1996 Ford L9000 9 Dump 6X49988 1 FDXR82A9LVA02146 1990 Ford L8000 10 Water Truck 5N64846 1 HSLRUXN5GHA5110 1986 Intl S1900 11 Durtt 70578G 1 1 NPAL59X95NB77145 2005 Peterbilt 357— #12 Dump 70579G1 1NPAL59X75N877144 2005 Peterbilt 357 T05 Tool Truck 7N15200 sA LB4B1K9S7003965 t 1995 Isuzu NPR T07 Tool Truck 8N65688 1GDE4C1216F407239 2006 GMC4500 �i T08 Too[Truck 8R32138 1GDE4C12X6F407207 2006 GM04500 5th Roller 5009597 Wacker rss8OOa 6th roller 60112224 1999 Dna ac CC 122 {" 7th roller 60323 2003 Hamm HD12 8th roller 174168 2003 1R DD28 -Tex UT. Trailer 4LK6269 4ZBSU20062F000604 2002 Aztex Big Tex Trailer 4GT3582 16VHX242X42810207 2004 BIGTEX Biq Tex Trailer#2 4J H6409 16VEX162261330262 2007 BIGTEX Carson Trailer 4JR9785 4HXRC20298C133734 2007 Carson Trailboss Trailer 4HK4331 4S©DP302661002402 2005 Trailboss Anderson Trailer 4KH9307 4YNBN20238CO51650 2008 Anderson 2nd Compressor SE519600 159835U8795 In sl Rand 185 2nd Li ht Board 1 W91 S1014T1249108 1996 Wanca Tack Rig H2O069 1991 Atlantic W2ddinyW..k 3rd li htboard 561053 1 W91 S1018Y1249409 2000 WANCO 2nd Seal Tractor 2001 Kubota B7400 SkidO1 KV0270F271123 2000 John Deere 270 Skid02 T0033217117152 2006 John Deere 332 Skid03 N5M414872 2005 Case 440 Skid04 NBM432533 2€311 NewhollandL230 Skiploader M-DD5PW2 A4309401D6274316F17 1992 Newholland545D Paving Machine 44815 2006 LeeBd 8500 - SAN01 (sales) 6W96517 2GCEC19V721318920 2002~ Che.. 1500 SAN02 (svc) 6H42302 1GBKC34J2YF400918 2€300 __2Levy HD3500 SAN03 (sales) 5XPV099 5GRGN23U27H103568 2007 Hummer H2 SAN04 sales) 8A27647 1GCHK23D86F154680 2006 ___Chevy 250OHD SAN05 (sales) 8DO0655 1GCEC19ZO6E250242 2006 Chevy 150OHD SAN06 7D23340 1GCHC29U83E218738 2003 Che 250OHD SAN07 (foreman) BU12169 1GCEC19C38Z316550 2008 Ghea 1500 SAN08 (service) 6236461 1GBJC34DO7E147270 2007 Che 350OHD 1/10/2013 LIST OF SUBCONTRACTORSIOENDORS THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS PART OF QUOTATION. Name Address Phone Ty pe_ f Work Date N OF CONTRAC Name: rf("L ma=r - �5 Title: c f'f Company: ' Business Address: �4 ?r )Toe - State Contractor's License * � 7 Telephone # CERTIFICATION OF COMPLIANCE STATE OF CALIFORNIA PREVAILING WAGE LAVs! REQl11REMENTS The CITY has been advised that the Prevailing Wages Law applies to the work. CONTRACTOR shall be responsible for CONTRACTOR's compliance in all respects with the prevailing wage rates to all the laborers involved, and with California Labor Code Section 1770 et seq., including the keeping of all records required by the provisions of Labor Code Section 1776 and the implementing administrative regulations. The CITY shall be a third party beneficiary of the forgoing covenant with rights to enforce the same as against the CONTR,;CTO R. Sq YS _ understand _, that I shall be responsible for compliance in all respects with the prevailing wage rates to all the laborers involved, and with California Labor Code Section 1770 et seq., including the keeping of records required by the provisions of Labor Code tion 1776 and with implementation of administrative regulations. Date_ !Z _ � Gam .... W..._ U QF CONTRACTOR Name: i Title: Company: LY4 e 5 X41/ . Business Address: , fc�� State Contractor's License #: —7 7/3,L1,5 Telephone # .1JbI -1Ca J0—/Y