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14-1202_BEN'S ASPHALT, INC._Personal Services Agreement PERSONAL SERVICES AGREEMENT Ifv THIS AGREEMENT is made, entered into, and shall become effective this z,, day of 2014, by and between the City of City of San Juan Capistrano (hereinafter referred to as the "City") and Ben's Asphalt, 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 ss 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. Terra_ 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. .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 CitV shall issue purchase orders equal to the anticipated Contractor fees on a project basis, which shall constitute the Contractor's authorization to proceed. 1 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 5. Limitations Upon Subcontracting and Assignment. 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 Mork. 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. Familiarity 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. [RESERVED]. Section 12. LRESERVE®1. 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 Pest'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 16. 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 92675 Attn: Keith Van Der Maaten To Contractor: Ben's Asphalt, Inc. 2200 S. Yale Street Santa Ana, CA 92704 Attn: John Skeffington 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 1781, 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 maybe transmitted by facsimile, email, or other electronic means and has the same force and effect as if they were original signatures. 6 u IN WITNESS WHEREOF, the parties hereto have executed this Agreement. CITY OF SAN JUAN CAPISTRA Derek Reeve, Mavor CONTRACTOR f y: F ATTIC C s MriM tri: Ci ierfr' AP's? OVIED AS TO FORM aphs Wa.; igten; City Attamey i E a 9 z P { E i 7 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 during 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 FXHIRIT normal work rates, not emergency or night work rates); Statement of Experience, Statement of Equipment, List of Sub-ContractorsNendors 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. (f) 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 (1) 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 ELECTRONIC MAIL AND EMERGENCY 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 7:30 A.M. to 5.30 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 seal/seal 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. Billing 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'ie length of time necessary to prevent defacing of the asphalt. The Contractor sh:~il 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 Re Mations 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 Existinq 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 Property 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 week, on the following Monday. Withholding of Payment If, 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. Meetings Contractors shall 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 fours 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. STANDAR® PLAN DRAWINGS i 'r P SLAC ENTPAVENM4T A.C.OR P.C�C:�� oil WHEELcur OR SAWCUT EXISTING 0.35'MIN. PAVP.HIENT REPLACE1x IWr 0,1+ FAVI XE T o.65'MW.C"X.OR SEE NOTE I I SLURRY FOR LOCAL rTART P N -- STREET'S. A S' / SLURRY FOR DIG MR �� t �C I� TRAGIC DESIGN STREETS. UNDER 2' USO' yam/ EASE SFE No� OVER 2' d f BEDDING MATERIAL A.PER SUBSECTION MIN. ��� 306-1.2.1 OF THE STANDARD SPECIFICATION ! SATISFACTION OF T TO THE ENLiINF. L SEE NO'T'E 3. .so' a.so' OR D' SPRING + OR D' *WHICHEVER IS LESS BUT � LINE NOT LESS THAN.35 BEDDING MATT ALAI,B:D/10 BUTNOT FCOUNriA 0 \/ LESS THAN OS'SAND,CRUSHED ROCK �\ OR CONCRETE AG REGATE,MAX 5 drl �J!'� ATION NO.1 EMTING STREET TRENCH DETAIL a SEE SHEET 2 FOR NOTES �1 �A Al fin i City of San Jean Capistrano REVISIONS EXCAVATION AND ItESURFA -ING STANDARD f — __ — STANDARD PLA24 NO, 700 APPROVEt3 BY( IYf - 7f20195 GII ISER WB C TAAq M f± CPR R EC I385 t3ATB Slit I () 6 f NOTES: I. ALL EXCAVATION AND CONSTRUCIION OPERATIONS SHALL CDMPLY WITH THE REQU NTS OF THE CALIFORNIA DIVISION OF TNDUSTRTAL SAFETY AND THE WORK AREA'TRAFFIC CONTROL..HANDBOOK(LATEST EDITION). 2, ALL TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL TO EMTING OR FCfT4JRE STREETS (INCLUDING ALL.IN 17ERSEcTION CROSSINGS). ALL LONGITUDINAL TRENCHES IN THE STREET WITHIN 1.5 FEET OF THE EDGE OF THE GUTTER OR EDGE OF CURB IF THERE TS ND GL Ti R 3. WHERE SLURRY IS NOT REQUEUM FOR BACKFILL AND BEDDING"A",CRUSHED MISCELLANEOUS BASE PER THE STANDARD SPECIFICATTONS SECTION 200-2.4 CLASS 2 AGGREGATE BASE AND UNTREATED BASE PER SECTION 200-2 OR 400-2 SHALL BE USED, ALL SOIL MATlaRAI S FOR BACKFILL,13EDDTNG,AND FILL SHALL BE GRADED PER.SECTION 200L2 OR 404.2 TREE OF I)CLAY;2)GREATER THAN 2 INCH ROCK OR GRAVEL;3)DEBRIS;4)WASTE;5) VEGETABLE AND DELETERIOUS MAT F-RE SA'T'ISFACTORY SOIL MATERIAL THAT MAY BE APPROVED SHALL,BE THOSE DEFINED BY ASTM D 2467 AS GW,SP,GM,SM,SW,AND SP. UNSATISFACTORY SOUS ARI?GC,SC,ML,MTS CL,CII,OL,OH,AND PT. 4. 'ACKFILL AND COMPACTION METHODS SHALL,CONFORM TO SUBSECTION 306- 1.3 OF STANDARD SPECMCATTONS FOR PUBLIC WORKS CONSTRUCTION(CURRENT EDITION),EXCEPT THAT 95%MRqMUM RELATIVE COMPACTION SHALL BE REQUIRED WITHIN THE STRUCTURAL SECTION AND 0,5 FEET BELOW iT AND gOc ZONE. COMPACTION IN THE REMAINDER OF THE BACKFILL 5. ALL REFERENCES TO SLURRY SHALL MEAN CLASS 100-E-100 SAND/CEM]WT SLURRY. 6. ALL A_C.REPLACL?hIF REQUIRES TACK COAT ON FASTING EDGES AND A SEAL GOAT ON THE SURFACE, 7. PRIOR.TO PLACING BACKFILL,CALL CITY ENGINEERING:'ERiNG DMSTON FOR BEDDING INSPECTION, S. THE WHEEL,OR SAWCUT OF A.C.SHALL BE A STRAIGHT CLEAN LINT?ACCEPTABLE TC)THE CITY ENGINEER. F 9. WHERE EXISTING A.C_EXCEEDS 0.5 FEET IN THICKNESS,ALTERNATE PAVEMENT REPLACE THAN REQUIRED THEREON WILL BE SPFXMD BY THE CITY ENGINEER. g IM PRIOR TO PERFORMING ANY WORK IN THE PUBLIC RIGHT-OF-WAY A PERMIT MUST BE OBTAINED FROM CITY ENGMMUNG DIVISION. € I L ON ALL HIGHWAYS SHOWN ON THE MASTER,PLAN OF HIGHWAYS THE A+B+B SHALL BE OF WIDTH SUF'FICIEN'T'ENOUGH TO ACCOMMODATE A SEL.P•PROPELLED STEEL ROI.LFR. 12. ALL RK SHALL CONFORM TO THE"GUIDELINES FOR TRAVEL EXCAVATION;"ATTACHED lilt h, of San Juan a isti an REVISIONS EXCAVATION EXCAVATION ASVD RESURFACING STANDARD FPLANN0. STANDARD ' 700 F7/2(W5i A€��Rav�D�Y CrrY�GTavE�R,wiLI,rAM M.Hj.1BFR je.c.i:.3 T7&,4 nATI� sxT 2 OF 6 E 3 s t GUMELINE.S FOR TRENCH EXCAVA'T'ION E I. ATN THE IS TITAN THE DEFINED AS AN EXCAVATION IN WHICH THE DEPTH IS GREATER WIDTH OF THE BOTTOM OF THE EXCAVATION, ALL TRENCH EXCAVATION AND RI LATED WORK SHALL CONFORM TO SUBSECTION 305-1 OF THE CURRENT'EDITION OF THE"STANDA M SPEC3F'ICAMNS FOR PUBLIC WORKS CONSTRUCTION"(STANDARD SPECIFICATIONS)AND AS FURTHER SPEf:IIITED BELOW,- -A- MAX AUM LENGTH OP OPEN TRENCH SHALL BE 200 FEET'OR THE DISTANCE NECESSARY TO ACCO)VMC)DATE TIM AMOUNT OF PIPE ABLE TO BE INSTA,LIE.BD IN A SINGLE LaAY, IUCHEcc7ER IS GREA Ep F B. BEFORE EXCAVATING ANY TRENCH FIVE FEET OR MORE IN DEPTH,THE CONTRACTORi(PERIffrIlM SHALL SUMMIT TO THE CITY A DETAILED PLAN SHOWING THE DESIGN OF SHORINO,BRACING,SLOPING OR OTHER PROVISIONS TO BE MADE FOR TM WORKERS'PRO'T'ECTION. THIS PLAN MUST COMPLY WITH THE REQUIREMEiNT'S OF TIM STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS, ARTICLE 5,SECTION 1590. IF TMS PLAN VARIES FROM SHORING SYSTEM STANDARDS,IT SHALL BE PREPARED BY A RLGIST CIVIL ENj a NEER., TIM E PLAN WILL BE RUVIEWED BY THE CTT'Y PRIOR To THE COMMENCI'mmNT OF EXCAVATION BY THE CONTItACTOR/PERMITIM. C. PRIOR TO COMMENCING WORK ON THIS PROJECT;THE CwONTRACTORIPBRMITTEE SHALL SUBMIT TO THE CITY FOR APPROVAL A PLAN AND SCHEDULE OF f CONSTRUCTION WHICH WILL ALLOW TBE LEAST INCONVENIENCE TO THE PUBLIC ( AND/OR RESIDENTS. UTILITY TRENCHES MUST BE BACKEIII.ED AND COMPACTED OR COVERED WITH STEEL PLATES SO THAT ALL RI3SIDEM WILL HAVE ACCESS TO THEIR DRIVT;WAYS PRIORI O CONTRACTOR/P rERmrr L&AV1NG TOB SITE EACH E DAY. ALL TRENCHES DEEPER THAN 0.15 FOOT IN ROADWAY MLW BE COVERED WITH STEEL PLATES OR FENCED,AS DETERNUNED By TIM CI'T Y,WiM LEFT OVERNIGHT.ALL PLATES SHALL EE PLACED AND SECURED AGAINST DISPLACEMENT IN CONFORMANCE WITH Tfm PROVISIONS OF Tfm'WORK AREA TRAFFTC EDITION N THHBREOR ALL PBLA ES PLLACED ON ARUBLISHED BYTERIAL HIGHWAYUILDING NMVS,S SHALL.BE SECURED ALSO BY SPIN. 2 BEDDING MATERIAL WHICH SUPPORTS THE Comm SHALL EXTEND A MINIMUM OF ILO FOOT'ABOVE THE CONDUIT AF"IER DENSIFICATION. 3. PRIOR TO FSA CKFII,LING OF THE TRENCH BY THE CON RA=R/?ERMIITEE•THE PROPOSED BAC:KFZL MATERIAL MUST 13E APPROVED B YTTIE CITY WHEN REQUESTED THE CONTRACTOR/PERMITTEE SHALT,PROVIDE THE CITY WITH A CEPTIFIC�-eIT'Y.A��T�E�OF COMPLIANCE FROM A SOILS TI3ST G LABOR=RY.APPROVED C` BY THE IM C' of San Juan Capistrano REVISIONS . D 5 Tl�NI)A EXCAVATION AND RESURFACING PLAN A STANDARD _ 700 APPROVED BY CTI"Y ETiC➢TNEBR.WLLLL I M-HUBE&R.CE.317M DAT$-- SPIT 3 C)F 6 P rE FMIJENT., EQUIRED 13Y THE CITY,TESTS SHALL BE PERF ORMMT ON ALL PROPOSED BACKSTLL BtIALTO ENSURE UNIFORM COMPLIANCE WITH CITY HQUIItEMENTS. ANY MATERIAL T HAT ON-SITETFSTING IS STJBIEL`T TO REMOVAL A€�`D DISPOSAL AT THE EXPENSE OF'THE RAC MR/PER-MITTlE. ATEDINTHETRENCIIING OETAIL NOTES,BACKFILL AND BEDDING}MATERIALS SHALL HAVE A SAND IT��TO AMFINSIl f Jl tSRELA�plWACTION OF 94 PERCENT(95D By TEST METHOD NO, P IR7AND SHALL BE CENl'TN THE CASE OF RAGRAPH 4.13 BELOW )BY THE USE OF MECHANICAL TAMPERS,ROLLERS,OR VIBRMRS VED BYTHEC=- "STAMPING"TYPEEQU€PMIWI SHALL NOT BE USED FOKI)ENSIFYTNG H BACKFILL WITHOUT PRIOR GTTy APPROVAL1YZIENTTiECONDUITOR PIPE IS OTHER TITAN RENFO COQ F R MEC1iANICA LLY COO OR AS OTHERWISE ACTED BBAD By ACPICPHL SHALL BE PLACED IN LIFTS XCEEDINGTlUCKNESSES AS SPBCIFIL;D IN SUBSECTION 306-1.3.2 OF THE STANDARD ICATIONS FOR THE TYPE OF EQUIPMENT,'USED, CLASS106•E-100SAND-(�1 UNT'SLURRX, ANICALLY MIXED(HAND MIXING IS NOT APPROVED)AND PLACED IN CONFORMANCE WITHMIJENTS,MAY I3T?USED WHEN APPROVED BY T13B CI"T"Y. g' A. TF„STWG OF BACKFILL MATERIAL SHALL BE PERFORMED BY THE CONTRACT'ORMERMITTEE,AS # REQUIRED BY THE CTIYY TO ENSURE UNIFORM DENSLFICA7ION, APPROVAL OF THE TEST RESULTS s POR BACKPILL BE �DALEPCP PRIOR AOERMBASEO ffALL TESTS SHALL PERFORMED T THE FJ�E F THE CONTRACTOR. $. W FT RE TRENCH EXCAVATION OCCURS WITIILN OM TLNG PAVEMENT,THE FOLLOWING CONDITIONS SHALL APPLY I. THE UPPER 0.5 FEET OF SUBGRADE AND THE STRUCTUR..AI,SEC'T'ION SHALL BE DENSIFTED TO A MWDAUM RELA'TNE COMPACTION OF 95 PERCENT.THE REMAINING BACKFRL SHALL BE DENSIFIED TO A MIN`IWJM RELA'[fVE CompAC ITON OF 96 PERCENT; 2. ALL TRENCH17S WHICH ARE TRANSVERSE OR DIAGONAL TO EJGLS TYING STpy=S OR ARE WITH N AN Ita ERSF.CTION SHALL BE BACKI'ILLED WITH CLASS 100-E-100 SAND-CEMENT SLURRY. WHEN LONGITUDINAL TRENCHING IS PROPOSED NEAR C 1RBS AND GU'T`rBRS,THE WALLS OF THE TRENCH SHALL NOT BE WM11N 1.5 FEET OF THE EDGE OF GUTTBR(OR EDGE OF CURB IF THERE IS NO GUTTER)IF TRE TRENCH IS IN TIME STREET,NOR WTTII N 1.5 FRET OF THE BACK OF THE CURB IF THE TMWCH IS IN T-lE PARKW.RY;UNLESS.PRIOR APPROVAL IS OBTAINED FROM THE C n-4 I WIE4 TRENCH WALLS 1-5 FEET OR CLOSER TO THE EDGE OF GUTTER(OR EDGE OF CURB IF TIME IS NO GUTTER)ARE APPROVED BY THE CITY THEN THE TRENCH SHALL BE BACKFII LED WITTI CLASS 100-E-100 SANT)-CEMENT SLURRY. f 3- TRE E3CIS"ITNG PAVEMENT"SHALL BE CUT ON ALL SIDES 0.5 TO 1.0 FEET WIDER THA:'V TEE TRENCH WIDTH. WHEN THE EDGE OF EXISTING PAVEMENT IS So CUT,ALL EXISTING PAV NI T BETWEEN THE EDGE OF THE CUT AND THE GLITTER SIIAEL BE REmovED IF IT TS LESS THAN 2.0 FEET IN UNM)RMWIDTH ALJ-EDGES OF TRAIGHT AND UNIFORM' THE CONTRACTORIPERMIT IM CHOOSES TO UTRUCTED SE A"PLAN $F.ALLMENT BREAKER"FOR J MARKING TEE T MAL LWI TS OF TRENCH EKCAVATION,THE AREA SO MARKED MUST BE CONTINUOUSLY BARRICADED TO PREVENT TRAFFIC FROM PASSING OVER THE lXDENTATTONS IN THE PAVEMM-Tr,AS WELL AS THE AREA ZqMEDLATELy ADIACENT To ANY EXCAVATION.SUCH BARRICAD'NG OR TRAFFIC CLOSURE,HOWEVER,SHALL COMPLY'WITH CONTRAGTPF.F1ly r PAVEMENT TRAFFIC ��DEBRIS SS.AND �E IMIi�IT'D AaEL.YNSMuTE ONAL REMOVED,URB PRIORTo LOOSE SURFACCNG OF THE TRENCH,THE E3US7TNG PAVEldEN I SFIAI I BE CUT AS SPECIFIED ABOVE, ANY BARRICADING SHALL CONFORM TO CITY TRAFFIC !� REQVIRElMENTS AND PROVISIONS OF TIE"WORK AREA TRAFFIC CONTROL HANDBOOK". I tnc City of San Juan Capisurano REVISIONS EXCAVATION AND RESURFACING STANDARD p '�'�-� p PLAN NO. STANDARD Utl..l D ,c/1" 7(10195 APPROVED BY CITY ENGINEER Vi[[[IRbf M.KUSER R.CX,31785 DATE SHT 4 OF-6 4 I s 4. TRENCH RESURFACING SHALL MATCH THE EXISTING STREET SURNACE(A.C.OR 1 C.C.)AND SHALT, BE 0.1 FOOT TTHICI THAN EXISTING PAVEMENT, THE MINIMI T��fCKNSSSES QP TRENCH RTiSURFACING MA'T'ERIALS SHALL,CONFORM TO THE FOLLOWNG TABLE. LOCAL STREETS AND ALLEYS CQ OR,PRIMARY SECONDARY AND THE�MASS TER PPLAN OF HIGHWAYS) 0.35 FOOT A,C.OR P.C.C.OVER asa FOOT A C.QR P.C.C.OVERa.GS FOOT Cl 2 AB OR CMB I.00 FOOTC12 AB OR CMB OR OR 0.35 FOOT A C OR P.C.C.OVER 0.35 FOOT A.C.OR P.C.C.OVER CLASS CLASS 100-E-100 SAND CEMENT 100-E-100 SAND-CEMENT SLURRY SLURRY 5. IFTEMPORARY ASPHALT CONCRETE PAVEMENT IS PLACED REMOVED AND MA€NTAINED FREE OF HOL1S,RUTS OR OTHER AND FAILURES. IN TT�EMEN CED_�C SHALL TEN W RICAI DAYS OR ROOT OTHERWISEAPPROVED FOR IP'UCBOLICRETE Iy COMPANIES,A PERIOD OF FOLLOWING THE PLAN OF TIIE TEMPORARY PAVEMENT, AFTER REMOVAL OF TEMPORARY PAVEMENT ARID j PRIOR TO PLACEMENT OF PERMANENT ASPHALT THE SURFACE OF THE SUBGRADE BACKFILL OR BASE,AND EDGES OF ADJACENT PAVEMENT SHALL BE APPROVED BY TIM M y T, SURFACE SHALL EE TFSTEL)lINSPBCTED FOR CONIPACMN,ELEVATION,SURFACE UNIFORMITY,AND IT SHALL BE FIRM,HARD ANIS UNY DING_ THE EDGES OF PAVEbffiyT'SHALL.BE INSPEC T'ED FOR WIDTH, STRAIGHTNESS,AND]PROPER TACK COAT; 6. IF THE CONIRAC QR/PEPjv9 TEE PROPOSES TO OPEN A STREET TO'I"ItA1 TRAFFIC AFTER PERMANENT (BASE COURSE)HAS BEEN INSTALLED IN TTTE �BUT PRIOR TO ASPHALT CON 1NSTALLATTON OF THE FINAL pAVEMVNT COURSpTHE PAVEMENTSHALL L BE MAINTAM IN SUCH A MANNER THAT HOLES,RUTS,FAILURES.AND ABRUPT CHANGES IN ELEVA71ON WILL NOT OCCUR. TIM CONTRACTOR/PF�2MTI'IEg SHALL OBTAIN'AP STPROVAL FROM THE CITY PRIOR TO OPENING THE AT T O TRAF!iC WITTiiN Tiff LIMITS OF THEIR PEPM1'FTED WORK. 7. THE FINAL PAVEMENT COURSE SHALL BE MADE IN SUCH A MANNER THAT IT WILL BE FLUSH AND CONFORM WTTFI THE ERTSTING STREET SURFACE, THE CONTRACIY)R/PERMITTTE SHALL OBTAIN APPROVAL FORM THE CITY PRIOR TO PLACING THE FINAL PAVEMENT COURSE. P lgri q�� { } '4' City of Sari .duan Capistrano REVISIONS EXCAVATION AND RESURFACING STANDARD PLAN L AIV NO. j AP aV�aa c� mri:Ncs�"' 7rzu�s 1N�E1.�'E.1-IAM(�'I 1i[IBEIt tLC.E.31785 S�5 OF S i F i S F GLTMPI D, ES POR TESTING BACKFILL MATERIAL ARE AS FOLLOWS; TO TRENCHEXCAVATION,THB GRADING SAND BQUIVALENCE(S.E.),AND RELATIVE CTION CURVE OF THE PROPOSED BACKFILL MATERIAL SHALL BE DMIsMMINED AND I7ICATE OF COMPLIANCE FROM A CITY APPROVED SOIIS TESTING LABORATORY BE S UBMPI-IED TO TIM CTI'YTHE CITY MAY REQUIRE ADDITIONAL.TESTING AT THE E OF THE CONTRACTORMERMITIEE TO ENSURE UNIFORM COMPLIANCE AND MAY OR REJECT THE MATERIAL BASED UPON SUCH TESTING. UNSUITABLE MATERIAL AS DI;"IBRNfUiED By THE CITY SHALL BE REMOVED FROM THE SITE AT THE EXPENSE OF THE CONTRACTOR/PFIZMi'TTEE. B. RELATIVE CONTPACTION TESTS SHALL BE PERFORMED AT OVALS NOT EXCEEDING 2W FEET IN LENGTH AND 2.0 FEET IN DISI)TEL ANY MATERIAL THC FAILS A COMPACTION TEST SHALL BE RECONTACTED OR REMOVED TO LIIvM DETERMWP.D BY THE CITY. 9. BARRICADES AND TRAFFIC CONTROL SHALL BE PERFORMED PER TILE"WORK AREA TRAFFIC CONTROL HANDBOOK,PUBLISHM BY BUILDING NEWS,INC.,LATEST EDITION THEREOF. 10.ANY PAVENII;T7 TRAFFIC SI'RMING REMOVED OR OBLI"IP,RATED DUE TO CONTRACTOR/PERMITTEE OPERATIONS SHALL BE REPLACED BY THE C CONTRACTOR/PERMITTEE IMMEDIATELY FOLLOWING FINAL PAVINGRPATCHING,TO TIV SATISFACTION OF THE CITY. THE CONTRACTOR/PERM7BE SHALL ALSO PROVIDE TEMPORARY PAVEMENT MARKINGS DURING CONSTRUCITON WHIN REQUIRED H'I"THE CITY. ON CITY CONTRACTS THE CONTRACTOR SHALL RESTRIPE AS REQUIRED BY THE > SPECIFICATION. i E f I 1 � I j IN 1417 City of San Juan Capistrano i REVISIONS STANDARD EXCAVATION AND RESURFACING SPLAN NO. - TANDARD 700 7125 A' PFi 6VliD Bx CITY ENGINEM,WII CLAM K HCBNRIP--t�E 31785 SATE-- SHT b of 6 J 1 I i f f I I j1 f i IF LESS THAN REPLACE T7i, EXPANSION;OZNT _ F/8"x2"SAWCUS' ,, '•t� 3•�'_ - ';a•'w ulLESS TFFAN31 REPLACETO .�.:1;' CONSMUCI70N $A UZS THAN 1'_ LF O$t SAWEa3 RM>L1ACB'f0 NTgA=ON C NEAREST 10.NT 30m. i ua.. ';: G _ TION 0A 0 err F Q ` SAW CUf a 6"MEN. 4 O i a fid . u OBLIQUE:AINGLE CUTS 3'MIN. SHAL€,SESQUARLTs OFF BY SAW Ct!"P5 N4FtMAI.TQ TF1'E 7 p O� W E7 Q Z FO z EXCAVA'�TflN ' jI r - —AREA OF CONCRETE PMT—M@NT is To 13E SAWCUT AND REPLACED 1/8'°x2°°SAWCUT =SAWCUT 2"BEEP roar W F City of Sari Juan Capistrano j EVTSTONS CONCRETE PA`-Emwr STANDARD i' — _ REPLACEMENT Pr..AN No. 715 !. APWD-pVBD BY CSTY ENGIIIEE$2,WIz.I.IAbi M. 8 R.0 3I7$5 DATE SHT E EaF 2 SAW(Uf 2-DEPT1i 3'MIN AREA OF CONC.REMOVAL ! 6'.MIN,- 61,kfw. EXCAVATION fy4 AGGBASE f EXIST.BASE EXIST.CONCRETE a f TYPICAL EXCAVATION SEMON SEE NOTE 2 NOTES; I, CONCRETE PAV&UE NT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL FROM TITS CITY�TGINEER. 2. EXCAVAI ION SHALL ALSO CONPORM TO THE REQUIREMENTS OF STD.PLAN NO.M. 3. THE EXTENT OF REPAIR OF CONCRETE CUTS NOT SHOWN ON'nas STANDARD OR OF CUTS MADB WITHIN ITUU E FEHI'OF E.X ISTINO PATCHESCRACKS , P DLrl7pjoRATED SLABS SHALL BE DLT TIjtM2jED By UM GTTTl 4, ALL CONCRETE WORK SHALL CONFORM To THE CJRRENT EDI'T'ION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND My OF SAN JUAN CAPISTRANO STANDARD PLANS. E 5, ALL T'RANSVER.SE AND LONGTTL'DINAT.IOWIS AND OUIBR EDGES OF PAVEMENT WHICH ARE PART OF THE REPLACED CONCRETE SITAE.L BE EDGED WITH AN EDGING TOOL HAVING A RADIUS OF 114"AND IN ACCORDANCE WITH CITY S('ANDARD PLANS. 6. REPLACED CONCRETE rfIAT 101INS A SAWED EDGE OF THE E;QS TEYG PAVF.MF,NI'SHALL BE TOOLED 7. REPLACED CONCRETE SHALL BE FTNEFIED Ito TAE SAME SLWACE TEXTC.TR AS THAT OF ADJACENT EX STING CONCRETE. F LIMITS OF REMOVAL AND REPLACEMENT S. BE DETERMINED BY TY ENCiINE1 IN THE TRAVELED WAX SILILZ TS CIT 9. DOWELING 4IAY BE REQUIRED AS DIRECTED By THE CITY ENGINEER. 10.ALL REMOVALS IN CROSS GUTTERS S HALL BE ALOIvCs EXPANSION OR WEAKENED PLANE IONTS PER STD.PLAN NO.305. nig vTa City of San Juan Capistrano ' REVISIONS CONCRETE PAVEMENT STANDARD ( PLAN NO. JlI7120195 5 AP PRO VEA BY CITY ENGINES wR //�iILF1iM�//M ETC79��317$5 DATE SIT'T 2 OF 2 PROPOSAL ASPHALTfCRACK SEAUSEAL COAT MAINTENANCE AND REPAIR SERVICES { f. From: CONTRACTOR To the Honorabie City Council City of San Juan Capistrano Gentlemen.- The entlemen: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 the firm: President, Secretary, Treasurer, and Manager thereof.) Date l ,J SIGNAT CONTRACT OR Name- ``� c� ,� ,, Title: 1, Company: 1 l 1 Business Address, � �: State Contractor's License #: C ! E-mail-, Telephone # EXHIRIT M PROPOSAL — ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR SERVICES FROM: CONTRACTOR 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 amount 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 repair. This is a valid and binding proposal to do all work herein proposed for the prices s; forth forth above. Date �i; +' ; SIG U F C,0NTRACTOR Nam 10: t1 ,�, ,� Title: J1, Company- Business om an Business Address: State Contractor's License ('11 C1 Telephone # Further, the undersigned Proposer certifies that he/she has thoroughly checked the figures set forth in this proposal, that they are correct to the b t of his/her knowledge and that they constitute his/her proposal for the work callQd out h' ein. Date SIG NTRACTOR Namew �' Title: Company Business Address: )0- . � State Contractor's License Telephone # ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR PRICING- 2494 PROPOSER BI® SHEET Asphalt Work_M1lormal Work HoursO AM Td 5:30 PM) S.F. eas 1. I S S.F, ear 3jS.F.�ear 3 Remove and Replace Asphalt (4"tldrk)Less than 100 S.F. "- Remove and Replace Asphalt (4-th ick) Wl S.F.-2a0S.F. Remove and Replace Asphalt (4"1 hick) 2515.F.-40E}S.F. Remove and Replace Asphalt (4"thick)Over 400 S.F. .� Total As halt Wark-Nl ht Work S.F.year 1 S.F. earl $LSS,Aear3 Remove and Replace Asphalt (4"thick)Less than 100S.F. Remove and Replace Asphalt (4"thick) 101 S.F.-250 S.F. C ,` L ; t C:V Remove and Replace Asphalt (4"thick) 251.S.F.-4005.F. -" L• .G°.s r Remove andReplace Asphalt (4"thick)Over 400 S.F. Total Other WFt Year l Ft Year 2 Ft Year 3 _ . rac weal L.F. Slurry Seal Coat S.F, REGULAR WORK-HOURLY RATE Hr In Words Hour ly rate,pe.r ma n, pe r hour NIGHT WORK-HOURLY RATE Hr In Words — Hourfy rate,per man,per hour,after regular work hours EMERGENCY WORK-HOURLY RATE SMr In Words Unit Price,per man,per hour For First ,vvo Flours Unit Price,per man,per hour For Each Hour Thereafter ! j COMPANY ©ATE SI TUR tj t� 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 , 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 best of his/her knowledge and that they constitute his/her proposal for the work called out heru in. Date ` SIGNAT O TRACTOR Name: Title;', Company: 1 � `r Business Address: h State Contractor's License #: ' Telephone # ` . W, 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 NAME CONTRACT PUBLIC I/SND PRONE ! CONTRACTm CONTRACT FROMITO AGENCYICOMPANY NUMBER ! TYPE AMOUNT 1 Date SIGMA O N TRACTOR Name: Title. L Company, Business Address.-r -:� State Contractor's License : Telephone # '{v`- i 'AdEa&�-f) ASPHALT, INC. LICENSE a'64843' City of Mission Viejo ?7204 Li Par Rd, Mission Viejo, CA 92692 Chris Robinson 949-470-3092 Annual Routine Maintenance in 2009-2010 for $262.000.00 Annual Routine Maintenance in 2010-2011 for$463,000.00 Annual Routine Maintenance in 2011-2012 for$198,700.00 Annual Routine Maintenance in 2012-2013 for$198,700.00 City of Brea Number One Civic Center Circle Bred, CA 92621-5758 Jerry Mestas 714-990-7691 Annual Maintenance in 2009-2010 for$200,000.00 Annual Maintenance in 2010-2011 for$250,400.00 Annual Maintenance in 2011-2012 for$200,000.00 City of Long Beach 925 Marl}or Plaza long Beach, CA 90802 Ron 562-590-4172 Port of Long Beach, Paving, Patching, Striping $1,900,360.00 work in progress 2200 S. Yale Street, Santa A.na, CA 92704 Phone 714-540-1700 fax 714-540-1709 LIST OF EQUIPMENT THIS PAGE TO BE COMPLETED BY PROPOSER AND 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 I t v, g SIGNAT TRACTOR Name: jai < . �r,�� � -- Title: t Company: Business Address-, ' 3� i State Contractor's License Telephone # ASSET DESCRIPTION LICENSE VIN 100 2008 PETERBILT 388 MOVE TRUCK BENS 100 1XPWDBOX79D771759 101 1998 PETERBILT 379 MOVE TRUCK 9B36879 1XPSDBOX6WD463246 102 1986 FORD 7L.77549 1FDXR80U2GVA59887 103 1988 FORD LN-8000 8P88675 1 FTXR82A8LVA24739 105 1988 FORD L-9000 BENS105 1 FDYY95X3JVA31765 108 1992 PETERBILT 378 MOVE TRUCK BENS108 1XPFDB9XOND313980 11 1995 FORD LN-8000 7U60966 1 FTXR82E4SVA60493 113 1995 FORD F-800 4Z51514 1FDNFSOC18VA36567 114 1990 FORD L-8000 5Y80010 1 FTYR82A1 LVA41743 115 1990 ISUZU BEARCAT SPREADER 4F92728 J8DM7A1S9L3400109 116 1990 FORD LN-8000 SERV TRK 5R74108 1 FTXR82A9LVA24717 121 1995 FORD LTA-9000 8R94390 1 FTYY95U5SVA79781 122 1995 FORD LA-9000 7V23430 1 FTYS95V2SVA71776 123 1995 FORD LA-9000 7L77954 1 FTYS95V1 SVA19250 124 1999 FORD STRLNG DUMP TRUCK -7L77953 2FZ6MJBAOXAA94945 125 1995 FORD LTA-9000 8A87287 1 FTYS95V2SVA71860 126 2000 STERLING L7501 SERVICE TRK 6M56073 2FZHAJBA5YAGO9649 127 1999 STERLING L8513 SX48133 2FZ6MJBAOXAA51397 128 1995 FORD LTA-9000 6M29588 11FTYY95U2SVA43126 129 1995 FORD LTA-9000 6M29587 1 FTYY95U1 SVA48625 130 1995 FORD LTA-9000 6M29589 1 FTYY95U3SVA49548 132 1996 FORD LN-8000 7L77743 1 FDXR82E 1 TVA23320 134 1988 PETERBUILT 357 7V23447 1 XPAHA7X3JD262965 135 1988 PETERBUILT 357 7596496 1XPAHA7X5JD262966 141 2006 PTRB 8D25647 1 NPALFOX56N642262 143 2006 PETERBILT 357 8D25645 1 NPALFOX96N642264 145 2006 PETERBILT 357 26922A1 1 NPALFOX26N642266 146 2006 PETERBILT 357 79729D1 1 NPALFOX46N642267 148 2006 PETERBILT 357 81522D1 1NPALFOX86N642269 149 2006 PETERBILT 357 79973D1 1 NPALFOX86N642272 150 2006 PETERBILT 357 93274B1 1NPALFOXX6N642273 151 2006 PETERBILT 357 8E69877 1NPALFOX16N642274 152 2006 PETERBILT 357 58594F1 1 NPALFOX56N642276 153 2006 PETERBILT 357 8Y61204 1 NPALFOX76N642277 155 2013 PETERBILT 388 9E73678 1XPWD40X2DD164981 156 2000 STERLING ACTERRA 8B62750 2FZHRJBA3YAF13754 157 2005 STERLING 9EO0263 2FWBA2CV05AN83304 158 2000 STERLING 9513 MODEL 9B39664 2FWYHWDB2YAF22402 159 2013 PETERBILT 388 6902OH1 1 NPWX70X9DDl64978 160 2013 PETERBILT 388 69021H1 1NPWX70XODD164979 161 2013 PETERBILT 388 69022H1 1NPWX7OX7DD164980 162 2003 PETERBILT 378 9E58404 1XPFDBOX93D595563 1001 1995 FORD LN-8000 8LO4066 1FDXR82E1SVA74928 10132 1988 FORD L-8000 5P99803 1 FTX R82A8JVA2581 0 1003 1995 FORD L-9000 6M86927 i FTYS95V3SVA19251 1004 1988 FORD L-8000 5874446 1 FTXR82AOJVA25834 1005 1988 FORD L-8000 5S57844 1 FTXR82A8JVA25838 1006 1995 FORD LN-8000 7L77799 1 FDXR82E6TVA10188 1007 1996 FORD LN-8000 8F79875 1 FDXR82EXTVA09464 1009 1995 FORD LA-9000 $Y25313 1 FTYS95V6SVA71859 1010 1990 FORD L-8000 5WO8933 1 FTXR82A3LVA37320 1024 1994 FORD LA-9000 7M95011 1 FDYS95R3RVA31277 200 1995 Ford BONE YARD MEDINA 17R94912 12FDKF37F7SCA62473 202 1991 FORD LTA 9000 TANKER BL61559 1FDYY95X7MVA20000 207 2003 STERLING 8Y25370 2I"VVJA3AS53AL77578 208 2000 STRUNG SEAL TANKER 26929A1 2F WWEWEB6YAA77452 209 2001 STERLING 9513 MODEL 93014B1 2FWJA3AS81AH38172 2001 FORD F 350 6UO4683 1 FDKF37F1 SEA57067 303 1986 FORD L-9000 SE481889 1 FTYR9OL4GVA57127 600 1999 FORD E-450 STRIPPING 6BO9465 1 FDW E47F2XHA20898 604 1998 FORD F-450 TRAFFIC TRK 5X51081 1 FDXF46F6XEB51322 605 1999 FORD F-550 5X53317 1FDAW56F4XEB33932 609 1994 FORD 5RO9597 1 FDL47K2REA15038 610 2001 FORD E-450 STRIPPING 6L46570 1 FDWE45F71 HA52837 613 2007 FORD F-550 SERVICE TRK 8F26623 1FDAF56P17EA28435 616 2001 FORD F-450 SD FLATBED 6Y96340 1 FDXF46F11 EA43097 617 2001 FORD F-450 8P88676 1 FDXF46F61 EA43094 618 2001 FORD F-450 TOOL TRUCK 8X38088 1 FDXF46F41 EB35997 620 2008 FORD F-550 TOOL TRUCK 8P88624 1 FDAW 56R68EB15248 621 1 1999 FORD F-450 SERVICE TRK 79712D1 1FDXF46F9XEB50472 622 2008 FORD F-550 TOOL TRUCK 8N86928 1 FDAW 56RO8EC52377 623 2006 FORD F-450 8B56343 1 FDXF46PO6EC34705 624 2008 FORD F-550 TOOL TRUCK 8N88062 1 FDAW56R48EB15250 625 2008 FORD F-550 TOOL TRUCK 8N88061 1FDAW56R88EB15249 626 2008 FORD F-550 STRIPPING 8P89867 1 FDAF56R28ED61908 627 2008 FORD F-550 STRIPPING 8P89$68 1 FDAF56R08ED61907 630 1999 FORD F-550 SA SERVICE 5U14135 1FDAF56F2XEA53545 632 1999 FORD F-550 CREW CAB 5X05128 1 FDAW56FOXEB00393 633 2007 FORD F-450 SD 8R27384 1 FDXW46PX7EB32247 651 2008 FORD F-450 SD 63662D1 1 FDXW46R58EA19888 652 2007 FORD F550XL 8V28202 1 FDAF56P67EA38734 653 2006 FORD F550XL 7Z87875 1 FADAF56P76EB81612 6001 2008 FORD F-450 TOOL TRUCK 8M85567 1 FDXW46R28EE23022 6002 2008 FORD F-450 SERVICE TRK 8M85568 1 FDXX46R78EB08150 6006 1999 FORD F450 6H19990 1 FDXF46F6XEB84983 6007 1999 FORD F-250 6C85859 1 FDNX2OF6XED13435 6022 2006 FORD F-450 8567833 1 FDXF46P76EA79618 700 1999 FORD F-350 BENSAC2 1 FTWW33F6XEC66646 701 1996 FORD F-250 5J11517 1FTHX25F6TEA82864 702 1999 FORD F-350 6D19088 1 FDWF36F6XEE23552 704 1999 FORD F-250 BENSAC4 1FTNW2OF9XEE78077 706 2000 FORD F-350 DUALLY 6H52437 1 FTWX32F6YED07390 710 2003 HUMMER BENSAC 5GRGN23U43H144066 719 2003 FORD F-150 7F13841 1 FTRW076X3KC62312 720 1979 VW 5WFZ690 1592028176 721 2007 FORD F-250 8H26681 1 FTSX20P37EA76855 722 2008 FORD F-250 8N24785 1 FTSW20R38EC58920 724 2007 FORD F-250 8H27551 1FTSX2OP77EB19433 725 2007 FORD F-350 8F38929 1 FTWW32P67EB00511 727 2004 FORD F-150 7R83030 1 FTPX12514KD87970 728 2007 FORD F-150 8M07459 1 FTRF12247KD32807 732 1997 FORD F-250 5567707 1 FTHX25F1 VEB31388 736 2007 FORD F-150 8L42475 1 FTRF12207KD32805 737 2007 FORD F-150 808162 1 FTRF12267KD32808 738 1999 FORD F-250 8W21353 1 FTNX20F3XEA53547 740 2002 MERCEDES-BENZ S 500V BENSACI WDBNG75JX2A224870 741 1965 CHEV *38792E1 136805K100001 742 2007 FORD F-150 8L43704 JIFTRF12227KD32806 766 2002 FORD F-250 8Y25208 1 FTNX201`32EC96803 768 2003 FORD F-250 _ 7X39201 1 FTNX20P23EC70090 769 1999 FORD F-250 5Z35866 1FTNF20FOXEB61482 774 2005 FORD EXCURSION 6KMR940 1 FMNU42PO5EA05989 775 2008 FORD F-450 8537007 1F DXF46R58EA58657 776 2005 FORD F-150 7T31030 1 FTRW 12W85KC37957 779 2005 FORD F-150 7T33124 1 FTPX12545NA16009 783 2005 FORD TRUCK F-150 SERIES 7U73954 1 FTPW 12555KB88571 786 2005 FORD F-150 SUPERCREW 7X32137 1 FTPW 1258KD21937 787 2006 FORD 4C 7Y23606 1 FTRX12W56KB27480 788 2006 FORD F-250 CREW CAB156 8834443 1 FTSW20P26ED01543 789 1999 FORD F-250 8N12677 1FTNF20F2XEB61483 792 2006 FORD F-150 SUPERCREW 81310671 1FTPW12536KC87813 793 2006 FORD F-250 8B10668 1 FTSW20P46ED01544 794 1968CHEVICAMERO 2ATJ299 1243781-313259 798 1966 CHEV 4DCK688 136176Z146052 7000 2007 FORD F-250 8F26601 1 FTSX20P27EA64339 7001 DIAMOND LIMO ACPARTY 4UZAACBW 11 CH68198 7004 2008 CADI TAXI 4 8 1 GYFK66818R219538 7005 2000 HUMMER 6AQW583 137ZA8331YE188358 7006 2011 CHEV TMSKEFF 1 GNSCKE08BR397936 7008 2008 FORD 8U77320 1 FTPW 12558FB80001 7009 1994 JAGUAR 3LGH239 SAJNX2740RC192295 7010 2009 FORD F-150 8W62218 1FTRW12879KC76997 7013 2008 FORD F-250 SD 8K98869 1 FTSX20R98EB16245 7014 2012 FORD F150 26615H1 1FTEWlCM5CKDO7326 7015 2006 FORD F-150 8E36370 1 FTPW 12506FB18759 7016 2000 FORD 8V90210 3FTNF2OL9YMA53251 7017 2008 JEEP WRANGLER 4BOOTSY IJ4GA59118L538649 7019 2011 FORD UT 6PIA635 2FMGK5CC8BBD21664 7021 2011 FORD F-150 0795081 IFTFWlCFXBFB77797 7022 2011 FORD FOCUS 6NTP918 1 FAHP3FNOBW 112807 7023 2007 FORD 8K26463 1 FTPW 12537KC55011 7024 2004 FORD F-150 `38872E1 1 FTRW12W54KC78299 7025 2012 NIS 4D 6VLF130 3N1AB6AP4CL626495 7026 2012 NISSAN SENTRA 6WHM948 3N1AB6AP7CL734707 7027 2012 FORD F550 41346J1 1 F D U FGT 3C E D08909 7028 2002 FORD F350 1 FDSF34LX2EA82639 7029 2012 FORD F 550 13967H1 1 FDUF5FTXCEC87914 7030 2007 FORD F550 8H96321 1 FDAF56P97EA49971 7031 2012 NISSAN SENTR . 6YNK720 3N1AB6APGCL695866 800 1997 ZIEMAN 271 OA TRAILER 1WC1886 1ZCE35A25VZP19831 801 1998 ZIEMAN 1155 TRAILER 1WC1885 1ZCT23B22WZP19798 802 1997 ZIEMAN 2710A TRAILER 1WC1884 1ZCE35A29VZP19833 803 1998 ZIEMAN 1155 4LW8077 1ZCT23B20WZP19797 804 1998 ,ZIEMAN 2725 TRAILER 1VX3785 1ZCE35A23WZP19800 805 1995 TRAILKING TK40 TRAILER 1VT2086 1TKCO2425SM109515 809 1995 BEN'S BUILT SPDR BAR TRAILEF 4DK8553 CA813263 810 1992 ZIEMAN 1155 TRAILER 1VT8540 1ZCT22E22NZP16629 811 1984 COZAD TRAILER 4DK8444 1C9A42209E1167003 812 1999 BEN'S BUILT SPDR BAR TRAILEF 1 HM6999 CA837155 813 1996 TRAILKING TK40 TRAILER 4DM7953 1TKCO2422TMO83201 814 1995 K.C. WELDING PETROMAT TRAI 1 WA5332 KCWMTRL0607951030 815 1996 LANDOLL 317A TRAILER 4DK8438 1 LHI7AUH7T1008163 817 1996 TRAILKING TK40 TRAILER 14DK8421 1 TKCO2622VM0971 01 818 1997 TRAILKING TK40 TRAILER 4KJ8738 1TKCO2620VM97100 819 1998 ZIEMAN 2725 TRAILER R 1VX3786 1ZCE35A20WZP1979�3 820 1997 ZIEMAN 2710 TRAILER 1VY6698 1ZCE35A20VZP19834 821 1998 ZIEMAN 1155 TRAILER 4GH5182 1ZCT23B29WZP19796 822 1997 ZIEMAN 2710 TRAILER 1 VY6699 1 ZCE35A27VZP19832 823 1998 LANDOL_L 660 TRAILER 1WD7605 1LH6601JFi8W1009216 824 1999 TRAILKING TK40LP TRAILER 1WK5190 ITKCO2727XM048607 825 1999 TRAILKING TK401_P TRAILER 4JS2225 1TKCO2729XM048608 826 1999 TRAILKING TK40LP TRAILER 1WF6235 1TKCO2720XM048609 827 1999 TRAILKING TK40LP TRAILER 4DC1714 1TKCO2726YM090400 828 1999 TRAILKING TK40LP TRAILER 4LK7782 1TKCO2728YM090401 828 2000 TRAIL FB 4LK7782 1TKC2728YM090401 829 1999 TRAILKING TK40LP TRAILER 4DC1713 1TKCO272XYM090402 830 2001 BENS BUILT SPDR BAR TRAILEF 4DC1916 CA908119 831 2000 TRAILKING TK40LP TRAILER 4DB2270 1 TKCO26271 M074455 832 2000 TRAILKING TK40LP TRAILER 4DB2854 1TKCO26291MO74456 833 2000 TRAILKING TK40LP TRAILER 4DK8390 1TKCO27261M094971 834 2001 TRAILKING TK40LP TRAILER 1 WX7846 1TKCO27261 M057354 835 2001 TRAILKING TK40LP TRAILER 4KE7822 1 TKCO27281 M057355 836 2001 TRAILKING TK40LP TRAILER 1WX7844 1TKCO272X1M057356 837 1998 BIG TEX TRAILER 4DK8452 16VHX2021 W 1800213 838 2001 TRAILKING TK40LP 4DK8401 1TKCO26201 Ml 15671 839 2001 TRAILKING TK40LP 4DK8382 1TKCO26221M115672 840 2001 BENS BUILT SPDR BAR TRAILEF 4FJ2916 CA908126 841 1996 BEN'S BUILT SPDR BAR TRAILEF 4DK8554 CA813248 842 2001 TRAIL KING TK40LP 4AR5138 1TKCO26291M084758 843 2001 TRAIL KING TK40LP 4AR5139 1 TKCO26231 M084769 844 2002 BENS BUILT SPDR BAR TRAILEf 4BV5156 CA895383 845 2002 BENS BUILT SPDR BAR TRAILEF 1EP8714 CA895384 (CA807224) 844 TRAILER 4BV5156 CA895383 846 2001 CARSON 18 HEAVY TRAILER 4DE9603 4HXHD18231CO33643 847 2005 PRO FB 4GZ2409 5BNDG30205WO00747 850 2009 LANDOLL 435B 4JU2518 1 LH435UH381 B 16533 851 2008 ZIEMAN 4EX8002 1ZCE26S274Z925510 Y 853 SPEICAL 4DB2471 CA725224 854 2000 TRAILER W/POWER WASHER SE588213 AZ262633 855 2007 CARRIER TRAILER 4JJ7828 1 S9G5162170420009 856 2005 SLABACH CABLE CARRIER 5E3SK18N251000191 857 1999 ASPE 4LS3193 2A9LB4543XS037003 858 2007 BIGTX 4LS8215 16VCX182271E47820 859 2000 CARSO 4DF1885 4HXLS102XYCO24850 8001 1995 TRAILKING TK40 TRAILER 1VT2085 1TKCO2427SM109516 8003 1996 TRAILKING TK40 TRAILER 4DM7954 1TKCO242OTMO83200 981 1994 K W 4Y83114 1 XKDDBOX3RS628655 862 2001 MURRY 4LF8806 1M9G442051A056130 943 HENSL 1 GJ3757 1 H9BT2831 U1186103 985 INGER SPCON SE79024 288580 986 INGER SPCON SE588170 288581 991 WATER TANK SE534992 3284801 997 1998 HIGHWAY SAFETY ARROW BOA SE534993 1 M9BA09193C570340 9003 2007 SPCNS TANK TRAILER 4JJ3957 CA1003109 9004 CRACKFILL MACHINE SE527294 69040073077799 9019 INGER SPCON SE855062 27480SUCH218 90 22 1980 US NAVY CHAMBEr FORKLIFT 125797 9023 ALLMAND ARROWBOARD SE5882 6 ICA1099685 9024 2008 MYERS & SONS A-BOARD SE588235 'IM9BA09148CS70947 9042 MACK SPMBL SE630022 1M2AY40Y6PM006166 9047 KW SPMBL SE630024 148733S 9048 MACK SPMBL SE630023 1 M2E178CXXM002699 9049 ISPEICAL SE630021 1 WE178COXM002789 LIST OF SUBCONTRACTORSIVENDORS THIS PAGE TO BE COMPETED BY PROPOSER AND SUBMITTED TO CITY AS PART OF QUOTATION. Name Address Phone ape of Work Date J , ' SIGNA r, OF CONTRACTOR Name. Title: �/ Company'___ Business Address: It State Contractor's License #: Telephone CERTIFICATION OF COMPLIANCE STATE OF CALIFORNIA PREVAILING MAGE LAW REQUIREMENTS 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 CONTRACTOR. r- � � � � `` 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 Section 1776 and with implementation of administrative regulations. Date �U t� SIGNAT.0 Off:° NTRAGTOR Name. Title. Company. ` �. r- ,-i : I Tr E Business Address: State Contractor's License #: ` l�l Telephone # r