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14-1202_BRIAN DEVRIES CONSTRUCTION_Personal Services Agreement PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this Aay of , 2014, by and between the City of City of San Juan Capistrano (hereinafter referred to as the "City") and Brian Devries Construction, Inc. DBA Devries Construction, (hereinafter referred to as the "Contractor"). RECITALS: WHEREAS, City desires to retain the services of Contractor regarding the City's proposal to provide concrete, sidewalk, curb and gutter 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 concrete, sidewalk, and curb and gutter 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 the anticipated Contractor fees on a project basis, which shall constitute the Contractor's authorization to proceed. 1 PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this day of , 2014, by and between the City of City of San Juan Capistrano (hereinafter referred to as the "City") and Brian Devries Construction, Inc. DBA Devries Construction, (hereinafter referred to as the "Contractor"). RECITALS: WHEREAS, City desires to retain the services of Contractor regarding the City's proposal to provide concrete, sidewalk, curb and gutter 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, 2097. 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 concrete, sidewalk, and curb and gutter 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 the anticipated Contractor fees on a project basis, which shall constitute the Contractor's authorization to proceed. 9 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 park 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. 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. fRESERVEDI Section 1.2. (RESERVED]. 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 Cancel lationlTermi nation 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 92675 Attn: Keith Van Der Maaten To Contractor: Brian Devries Construction, Inc. DBA Devries Construction 27992 Camino Capistrano #E Laguna Niguel, CA 92677 Attn: Brian Devries 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 may be transmitted by facsimile, email, or other electronic means and has the same force and effect as if they were original signatures. 6 IN WITNESS WHEREOF, the parties hereto have exerted this Agreement, CITY OF SAN JUAN CAPISTRANO /f." Derek Reeve, Mavor CONTRACTOR F. Contractor ATT �s Mari ris 0te A PRO TO F0 n 1vanofne� 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. 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. l) 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 concrete forming, laying, and finishing; 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 concrete 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 concrete 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 v,°iso 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 fours. 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) Dour 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 concrete, sidewalk, curb and gutter maintenance repair and services in those areas designated by the Public Works and Utilities Director or authorized representative and to leave the grounds in a neat condition. The scope of the concrete, sidewalk, and curb and gutter services and repair work may vary according to need. This contract covers Concrete, Sidewalk, Curb and Gutter Maintenance Repair and Services. Improvement projects shall be bid out separately. The Contractor shall furnish and maintain records designating exact locations and areas of repairs and maintenance. 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, repair 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 construct concrete 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, during and following construction, 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 concrete for the length of time necessary to prevent defacing of the concrete. The Contractor shall be responsible for repairs or replacement of new concrete which have been defaced. The Contractor shall be responsible for the replacement of any pavement markings that are removed 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 by 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 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 1 {gf Y 6 F € REPLACEMENT PAVMV[ENT A.C.OR P.C.C. FI{FSTlNf3 0.35':NRR WILURLCUT OR SAWCiTl` PAVEMHNI REPLACEMENT YA'VJw`Tv MW 0.65-MIN.C.M.B.OR SLURRY FOR SEE NOTE 11 STREETS. LOCAL OCAL N 10'NIN.C.M.B.OR I SLURRY FOR HICK �\ RACY OR I INMzIATI p TRAFFIC DESIGN STR�iS. UNDER 2' 0.50' BAS�SEE NOTE 3, OVER 2' 1.0' PG BEDDING MATERIAL,A:PER SUBSECTION MIN. ��` 306-1.23 OFTHE STANDARD SPECIFICATION e ` MJN.S$.=30.COMPACTED TO TEE SATL4FAG'I'ION OF THE CITY ENGINIMR. SEB NOTE 3. 0.50' 0.50' i SPRING ARA' ORD' WHICHEVER IS LESS BUT LINA NOT LESS TITAN,35 1.0' BEDDING MATERIAL B.D110 BUT NOT LESS THAN 0.5'SAND.CRUSHED ROCK FO D OND �� OR CONCREM AGGREGATE,MAX RA1'IATI{3N NO.z. FMSTtNG STREET TRENCH DETAM SEE SHEET 2 FOR NOTES 10 9 `irrs t City 0f .San Juan Capistrano REVISIONS EXCAVATION AND RESURFACnv STANDARD PLA NO. STANDARD } 700 AFPEtoV�n ax cixY `�' '/' — -'�// ,�! 71rzo/gs B3EFRLLiAMMfiUSBRRCE.31785 DATfi Si3L J OF 6 k e — E I f i t k y _ . NOTES: L ALL EXCAVATION AND CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE REQUfREMENTS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND THE WORK AREA TRAFFIC CONTROL HANDBOOK(LATEST EDITION). 2. ALL TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL TO EffSTING OR FUTURE STREETS (INCLUDING ALL TNIT SECTION CROSSINGS). ALL LONGMMINAL TRENCHFS'IN TETE STREET WITHIN 1.5 FEET OF THE EDGE OF THE GUI"TER OR EDGE OF CURB IF THERE IS NO GUTTER. 3. WHERE SLURRY IS NOT REQUIRED FOR BACKFILL AND BEDDING"A",CRUSHED MISCELLANEOUS BASE PER THE STANDARD SPECIFICATIONS SECTION 200-2.4 CLASS 2 AGGREGATE BASE AND UNTREATED BASE PER SECTION 200-2 OR 400-2 SHALT.BE USED. ALL SOIL MATERALS FOR BACKFILL,BEDDING,AND FILL SHALL BE GRADEDPER SECTION 200-20P, 400-2 FREE OF 1}CLAY;2)GREATER THAN 2 INCH ROCK OR GRAVEL;3)DEBRIS;T}WASTE;5l VEGETABLE AND DELETERIOUS MATTER, SATISFACTORY SOIL MATERIAL THAT MAY BE APPROVED SHALL BE THOSE DEFINED BY ASTM D 2457 AS GW,SP,GM,SM,SW,AND Slp 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 EDMON),EXCEPT THAT 95%MINIMUM RELATIVE COMPACTION SHALT,BE REQUIRED WITHIN THE STRUCTURAL SECTIZONE .ON AND 0.5 FEET BELOW TT AND 905b ZONIrCOMPACTION IN THE REMAINDER OF THE BACKFILL 5. ALL REFERENCES TO SLURRY SHALL MEAN CLASS 100-E-100 SAND/CEMENT SLURRY. 6. ALT,A.C.REPLACEMENT REQUIRES TACK COAT ON EXISTING EDGE SURFACE. S AND A SEAL COAT ON THE 7. PRIOR TO PLACING BACKFILL,CALL CITY ENGINEERING DIVISION FOR BEDDING INSPECTION. 8. THE WHEEL OR SAWCUT OF A.C.SHAD.BE A STRAIGHT,CLEAN LINE ACC:`E"ABLE TO THE CITY e ENGINEER. f 9, WHERE EXISTING A.C.EXCEEDS 0.5 FEET IN THICKNESS,ALTERNATE PAVEMENT REPLACEMENT THAN REQUIRED HEREON WILL BE SPECIFIED BY THE CITY'ENGINEER. a 10. PRIOR TO PERFORMING ANY WORK IN THE PUBLIC RIGHT OF-WAY A PERMIT MUST BE ` OBTAINED FROM CITY ENGINEERING DIVISION. i 11. ON ALL HIGHWAYS SHOWN ON THE MASTER PLAN OF HIGHWAYS THE A+B+B SHALL BE OF WIDTH SUFFICIENT ENOUGH TO ACCOMMODATE A-SELF-PROPELLED STEEL ROLR. LEE /Y��9^ 12. ALL WORK SHALL CONFORM TO THE"GUIDELINES FOR TRAVEL EXCAVATION,-ATTACHED ('6{,.H D HERETO. J r� 1961 17TLl 3 City ®f Sari rug.n Cais"u o ` 3 REVISIONS NS EXCAVATTQN AND RESURFACING STANDARD STANDARD PLAN 1V0. 700 I d'S 7/20195 AFPROVEI7 HY CITY ENCrTNE$A,WIILL4,M M.HUBER R.C.H.317'85 DATE Sill 2 OF 6 ........ .i t R t I t GUIDELINES FOR TRENCH EXCAVAUON T. A TRENCH IS DEFINED AS AN EXCAVATION IN WHICH THE DEPTH TS GREATER [[ THAN THE WIDTH OF TM BOTTOM OF THE EXCAVATION: f ALL TRENCH EXCAVATION AND RELATED WORK SHALL CONFORM TO SUBSECTION 30&1 OF THE CURRENT EDITION OF THE -STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"(STANDARD SPECIFICATIONS)AND AS FURTIMER SPECTTIED BELOW: A. bLAXwUM LENGTH OF OPEN TREIQCEI SHALL BB.200 PEEL`OR THE DISTANCE NECESSARY TO ACCOMMODATE THE AMOUNT OF PIPE ABLE To B8 INSTALUM IN A SINGLE DAY,WHICHEVER IS rREATEp, B. BEFORE E7CCAVATTNG ANY TRENCH FIVE FEET OR MORE IN DEPTH,TIIE CONTRACTDR/Pmuffr I EE SHALL SUBMIT TO THE CITY A DMILED PIAN SHOWING THE DESIGN OF SHORING,BRACING,SLOPING OR OTHER PROVISIONS TO BE MADE FOR THE WORTG m*PROTECTION. THIS PLAN MUST COMPLY WITH THE. R REQUMEWENTS OF TI-18 STATE OF CALIFORNIA,CONSTRUCTION SAFETY ORDERS, ARTUME 5,SECTION 1540, IF THIS PLAN VARIES FROM SHORING SYSTEM STANDARDS,IT SHALT,BE PREPARED BY A REGISTERED CIVIL ENGINEEL THE PLAN WILL BE REVTBWED BY TIM CITY PRIOR TO TETE COXna NCEMENT OF EXCAVATION BY THE CONTRACTOR/PERMITTEE. C. PRIORTO COMMENCING WORK ON THIS PROJECT,THE CONTRACIORIPBRMITTEE SHALL SUBMIT TO TIDE CITY FOR APPROVAL A PLAN AND SCHE ULB OF CONSTRUCTION WHICH WILL ALLOW THE LEAST INCONVENTENCE TO THE PUBLIC AND/OR RESIDENTS. UTI XN TRENCHES MUST BE BACKFILLED AND COMPACTED OR COVERED WITH STEEL.PLATES SO THEE'ALL RESIDEM WILL HAVE ACCESS TO TI3EIR DRIVEWAYS PRIOR TO CONTRACTOR/PERABTTEE LEAVING JOB STT E EACH DAY. ALL TREIti'CE(ES DEEPER THAN 0.15 FOOT IN ROADWAY MUST BE COVERED WITH STEEL PLATES OR FENCED AS DETERMINED BY THE CITY,WHEN LEFT OVI3 MGIiT.ALL PLATES SHALT.,BE PLACED AND SECURED AGAINST DISPLACEMENT IN CONFORMANCE WITH THE PROVISIONS OF TIM'WORK AREA TRAFFIC CONTROL HANDBOOK PLDLJSFIED BY BUILDING NEWS,INC.,LA.'I73ST EDITION THEREOF ALL PLATES PLACED ON ARTERIAL HIGHWAYS SHALL BE SECURED ALSO BY SPIKES, 2. BEDDING MATERIAL WHICH SUPPORTS TFm CONDUIT SHALT,mmND A MINIMUM I OF I.O FOOT ABOVE TIME CONDUIT AFTER DENSIFICATION. B 3. PRIOR TO BACKFILLING OF THE TRENCH BY THE CONTRACTOR/PEpZAVITEE,THE PROPOSED BACKFILL Marna rat.MUST BE APPROVED BYTHE CITY. WHEN REQUESTED THE CONTRACTORIPERMTTTEE SHALL,PROVTDETHE CITY Wrffl A CERTIFICATEOF COMPLIANCE FROM A SOILS TESTING LABORATORY APPROVED BY TTTE CTTX. i � I Cit ®f San Jinn Capistrano ° REVISIONS EXCAVATION AND RESURFACING STANDARD PLAN NO. STANDARD 700 APPROVEDBYCITYENGIIdSIIIt 'Wli A141M:eft!RTi.C,E.317$5 E)ATE SHT 3 nF 6 r. F WHEN IltED BY THE CITY,TESTS SHALL BE PERFORMED ON ALS,PROPOSED BACKFAL TO ENSURE UNIFORM COMPLIANCE WITH CITY REQUIREMENTS. ANY MATERIAL THAT ITE TESTING IS SUBJECT TO R.T MOVAL AND DISPOSAL.AT THE EXPENSE OFTHE OR/PERMTTTEE.SA N THE TRENCEENC'DETAIL,NOTES,.6ACKFILL AND BEDDING MATERIALS SHALL HAVE A SANDDENSIk DD TOO ENT 5 ESS D�� ACn0N O PERC Eli I'( PERCENT IN THE BE OF SUBPARAGRAPH 4B BELOW)BY THE USE OF MECHANICAL TAMPERS,ROLLERS,OR VIBRATORS APPROVED By THE CITY: "STAMPIN("TYPE EQUIPMENT SHALL NOT BE USED FOR DTz�iSIFYINCi TRENCIi BACKFILL WTT.HOUT PRIOR CLTY APPROVAL WHEN THE CONDUIT OR PIPE IS OTHER THAN REINFColaANY S'LANDORCED CONCRETE OP-AS OTBERWISE ARDS: MATERIAL,FOR MECHANICALLSPECIFIED COQ DOTED THE PCKFILL.SUBLIC�13E PLACED IN LLFTS NOT EXCEEDING THICKNESSES AS SPECHM)IN SUBSECTION 306-1.3.2 OF THE STANDARD € SPECIFICATIONS FOR THE TYPE OF EQUIPMENT USED, CLASS 100-E-IM SAND4Mff 1T SLURRY, MECHAi'TICAI LY MDM(HAND M[XIIVG IS NOT APPROVED)AND PLACED IN CONFORMANCE WITH g CITY REQURREMENTS,MAY BE USED WHEN APPROVED BY THE CLTY: A. TESTING OF BACKFILL MATERIAL SHALL BE PERFORMED BY THE CONTRACTOR/MU&TTI;G,AS REQUIRED 13YTBE BE CITY TO ENSURE UNIFORM DENSIFICATION. APPROVAL,OF THE TZrSTRMULTS FOR BACKM L MATERIAL SHALL BE SECURED FORM THE CITY PRIOR TO PLACEMJ_NT OF PER� BAS PAVEM ENT ALL TESTS SHALL BE PERFORMED AT THE EXPENSE OF THE B. WHERE TRENCH F..7CCAVATION OCCURS WITH] EMSTLICr PAVEMENT THE FOLLOWING ? CONDITIONS SHALL.APPLY: I. THE UPPER 0.5 FEET OF SUBGRADE ARID THE STRUCTURAL SECTION SHALL BE DIRNSIFTED TO A MINIMUM RELATIVE COMPACTION OF 95 PERCTNI;THE REMAINING BACKFILL SHALL BE g DENSIFIED TO A MINIMUM RELATIVE COMPACTION OF 90 PERCENT. f 2. ALL TRENclR7S WHFC H ARE TRANSVERSE OR DIAGONAL TO Lxm TING STREETS OR ARE WI'TI•LIN AN RNTERSECTTON SHALL BE BACKFILLED WITH CRASS 100-13-100 SAND -CENUD(T'SLURRY WHEN TRENT CEN R5NEAR� �Da�s TIM FOF � o ULRI� CURB IF SH EW I NO GUTT7 jQ IF THE'TREN'01IS IN THE STREET,ICOR WITHIN 1.5 FEET OF THE BACK OF THE CURB �TRENCH IS IN TIM .UNLESS PRIOR APPROVAL LSD FROM THE CITY. TRENCH WALLS 1.5 Pk E OR CLOSER TO THE EDGE op GUTTER{TAORR EDGE F CURB IF THERE IS NO GUTTER)AR13 APPROVED BY THE CITY,THEN IPTG TRENCH SHALL BE BACKFILL S�VI"TRI CLASS 100-B-100 SAND-C'-EMEN'T SLURRY. s 3. THE EXL5TMG PAVEMENT SHALL BE CUT ON ALL SIDES 0.5 TO I.O FEET WIDFR THAN THE TRENCH WIDTH.WHEN THE EDGE OF EXISTING PAVEMENT IS SO CUT,ALL,MaSTTNG PAVE.ISEN'T BETWEEN THE EDGE OF THE CUL'AND THE GUTTER SHALL BE REMOVED IF IT IS LESS THAN 2.0 FEET IN UNIFORM WIDTR ALL EDGES OF EUCTED � LLL BE STRAIGHT AND UNIFORM' T"lECONTRACTOR/FERMTTTE CHOOSES TO "PAVEMENT BREAM"FOR MARKING THE RZIIAL LIMITS OF TRENCH EXCAVATION,THE AREA SO MARKED MUST BE CONTINUOUSLY BARRICADED TO PREVENT TRAFFIC FRONT PASSING OVER THE Lj\'DENTATLC3M W Y THE PAVEMENT,AS WELL.AS TETE AREA IMMEDIATELY AD7ACEI+i'T TO ANY EXCAVATION.SUCH BARRICADING OR TRAFFIC CLOSURE.HOWEVER,SHALL.COMPLY WRTFI CONTRACTIPERm STC REQUIREMENTS.AND NOT CONSTITUTE ADDITIONAL CLOSURE. ALL LOOSE PAVEMENT AND OTHM DEBRIS SHALL,BE IMMEDIATELY REMOVED.PRIOR TO � SURFACING OF THE TRENCH, EXISTING STING PAVEMENT SHALL BE CUT AS SPECIFIED ABOVE. ANY BARRICADING SHALL CONFORM TO CITY TRAFFIC �" F REQUIREMENTS©BOAND PROVISIONS OF THE"WORT[AREA TRAFFIC COTiTROL rill 'gym Cid of San Juan Capistrano E REVISIONS EXCAVATION AND RESURFACING STANDARD STANDARD PLAN NO. 7/20195 APPROVEC7 B CIIYEDIGIN #iR�Ji1 LSAM T .HLTBSR B C L�,3I785 DATE SiiT 4 Ol C j I t i k a 4. TRENCH OT THICKER T HALT,MATCH TH8 WMTING STREET`SURFACE(A.C.OR P.C.C.}ANIS 5FFs1LL HL+0.I FOOT THICKER THAN EKISTING PAVEMENT. TlW MINIMUM TEICICNESSES OF TRENCH RESURFACING MAT'GALS SHALL CONFORM TO THE FOLLOWING TABLE, F LOCAL STREETS AND ALLEYS MAIaR PRIMARY,SECONDARY AND COA7IvIUTFIt.STREETS(AS SHOWN ON THE CITY MASTER PLAN OF HIGHWAYS) 0.35 FOOT A.C.OR P.C.C.OVER 050 TOOT A.C.qR P.C.0 OVER 0.65 FOOT Cl 2 AB OR CMB 1.00 FOOT Cl 2 AB OR CMB OR OR 0.35 FOOT A.C.OR P.C.C.OVER 035 FOOT A.C.OR P.C.C.OVEFR CLASS CLASS 100-E-100 SAND CEMENT SLURRY 100-E.100 SAND-CEMENT SLURRY c s 5. IF T12AMRARY ASPHALT CONCRETE PAVEMENT IS PLACED RM OF HOLESIN ANy PAVEMENT CUT IT SHALL BE s REMOVEDMA' � POSED OZ AND' OP�NE1�tT'ASHER PHALT CO C:REiM PTHIS LARC' bPw SHALL PERIOD OF r TEN WORT FG DAYS OR AS OTHERVME APPROVED FOR PUBLIC UTa4TY COMPANIES.FOLLOWING THE PLACEMENT OF THE TEMPORARY PAVEMIENT; AFTER PJMOVAL OF TEMPORARY PAYZIP.NT AND PRIOR TO PLACEMENT OF PMUAANENT ASPHALT THE SURFACE OF THE SU.BGRADE,BACFCI�IEL OR F BASE,AND EDGES OF ADI'ACENT PAVEMENT SHALL BE APPROVED By THE CITY. THIS SURFACE SHALL BE TFSTEDANSPECTED FOR COMPACTION,ELEVATION,SURFACEUNIFORMITY,AND TT SFIALL ' B8 FIRM.HARD AND UNYUMDING. THE EDGES OFPAVEME NT'SHALL RLQ STRAIGHTNESS,AND PROPER TACK COAT INSPECTED FOR WIDTH t 6. IF TETE CONTRACTOR/PgRbMM r PROPOSES TO OPEN A STREET TO TRAFFIC AFTER PF12 UNENT j ASPHALT CONCRETE(BASE COURSE)HAS BEEN INSTALLED IN TIM TRENCH,BUT PRIOR TO € INSTALLATION OF THE FINAL PAi7EMFCd P COARSE THE PAVEMENT SHALL BE MAINTAINED IN SUCH A MANNER THAT BOLES,RUTS,FAILURES,AND ABRUPT CHANGES IN ET EVATLON WILT,NOT OCCUR,THE CONTRACTOWERMTL'TEE SHALL OBTAIN APPROVAL FROM TBE CITY PRIOR TO OPENING TRE STREET TO TRAMC WITHIN TETE T-fA=OF 1IIEFFt PERkKF'TBD 1YORK. 7. THE F PAVEMENT COURSE SHALL BE CONFORMRM MADE IN SUCH A MANNER THAT IT WU.L BE FLUSH AND WITH THE FISTING STREET SURFACE, THE CONTRACTOR/PMWTM SHALL OBTAIN APPROVAL FORM TIM CITY PRIOR TO PLACING THE FINAL PAVEMENT COURSE Citv of San Juan Capistrano REVISIONS EXCAVATION AND RESURFACING STANDARD STANDARD PLAN NO. . ... 7120/95 700 APPR , O By CITY E1dC} M HUBP.R RCE,31785 ATE ST3'C 5 OF 6 E r j€¢j1 S. THE CTI Y GUIDELINES FOR TM TING BACKFff L MATERIAL AM AS FOI I.OW& w A. PRIOR TO TRENCH EXCAVATION,TIM GRADING SAND EQUIVALENCE(SM.),AND REUA7TVFI COMPACTION CURVE OF THE PROPOSED BACKFILL MATERIAL SHALL BE DETERMINED AND + A CERTIFICATE OF COMPLIANCE FROM A CITY APPROVED SOILS TESTING LABORATORY SHALL BE SUBMIT mD TO THE CITY TBE CRY MAY REQUIRE ADDITIONAL TESTINGAT THE Ii7CMNSE OF THE CONTRACIORMERAMMM TO ENSURE UNIFORM COMPLIANCE AND MAY ACCEPT OR RE=TBE MATERIAL BASED UPON SUCH TESTING, UNSUITABLE MAT pjAL AS DE72RMNM BY TM CITY SHALL BE PMMOVED FROM THE STM AT THE EXPENSE OF THE CON RA.CTOR/ 15WT`TEE, B. RELATIVE COMPACTION TBSTS SHALT,BE PERF0RMffi3 AT INTERVALS NOT EXCIiT3DII IG 2D0 FEET IN LENGTH ANI?2.0 FEET IN DEPTH. ANY MATERIAL THAT FAILS A COMPACTION TEST a SHALL BE RECOMPACTED OR REMOVED TO LIMITS I)MMUdDIED BY TITS CITY: 9. BARRICADES AND TRAFFIC CONTROL SHALL BE PERFORMED PER THE"WORK AREA TRAFFIC CONTROL HANDBOOK"PUBLIST0 BY BUILDING NEWS,INC.,LAIIESTEDMON � TIiERI?OT? TD.ANY PAVEMENT TRAFI:IC STRIPING REMOVED OR OBIXrERATED DUE TO p CONTRACTORIFERMTTTEF,OPERATIONS SHALT.BE REPLACED BY THE [g CONT RACTOR/PERMT TEE]MME}DTATELY FOLLOWING FINAL PAVING/PATCHING,TO THE SATISFACTION OF THE CITY. THE CONTRACTOR/PERMIrM SHALL ALSOPROVIDE I TEMPORARY PAVEtVIBNT MARKINGS DURING CONSTRUCTION WHEN REQUIRED BY THE C SITY. ON CITY CONTRACT'S THE CONTRACTOR SHALT.RESTRIPE AS REQUIRM BY THE t i t i f f r 9 NAW City ®f San Juan Capistrano REVISIONS STANDARD T. EXCAVATION AND RESURFACING PLAN NO. -STANDARD - �J�+ 74® cr�crrz� 7120195 t]VBD BY CITY ENGTIr"EER,WILLCAM M Ht?BI R R C E 31785 DAn STiT 6 OP i ij I s r i F f z in t IF LESS THAN 3' RUTACETO F EXPANSION JOM7 Y M)N. of 1/8"x2"SAW= WEAL ENPD PLANE t 3'MW_ - 6 `Y i W LESS 771AN 3' ""r. •., RFPLACSTO CONS7RUCnON 3 IF i PSS't 3AM3' �':''L OR SA ED g RMq ACE TO ON7RACnON r NFARFSTJOIWr JOIN€. SAW CUT 6"MIN. t U OBLIQUE ANGLG L'Il'['S .. '�`�r •i 3'tr4i`J. SFfALL6ESQiJAREL) O CFC#JTS z „; n • NO F'BY SAWRMA€.TO THF, x`p CENTFRLINF o 7 w n 3 ``•' u�O3'MIN. .I 3'MIN. U .r ,. o 22 TICIZrT tete EXCAVA —' =AREA OF CONC LrM PAVEMENT fs TO BE SAWCUT AND REPLACED' ® Y =1/8"x2"SAWCTI SAWCG i•2"DEEP a gest 3f 1 ®f San Agan Capistrano REVISIONS CONCRETE PAVEMENTSTANDARD REPLACEMENT PLAN NO. 715 7l2f1145 APPROVED BYCTI'YENGBT:,RAM HUB &. .>r,9i785 U SST' t Oi:�• , i S SAW CUT 2"DEPTH 3'MII+I AREA OF CpNC.RBMOVAL f,MTM, g.:MIN . p. EXCAVATION T :irr wr'. AGGBASH 13XIST.BASE EXIST.CONCRETE TYPICAL EXCAVATION SECTION SEE NOTE 2 NOTES: L. CONCRETE FAVENIENT SHALL NOT BE C[TI WTtHOTTI"PRIOR Al'PRQVAL FROM THE CITY ENGINEB� 2. EXCAVATION SHALL ALSO CONFORM TO THE RF-QUIRBffi VTS OF STS].PLAN NO.M. 3. THE EXTENT OF REPAIR OF CONCRETE CUTS NOT SHOWN ON THIS STANDARD OR OF CUTS MADE VMH N THREE FEET OF EXISTING PATCHES, CRACKS OF DETERIORATED ST ABS SHAL I,BE DE TI RMINgD BY THE CITY g 4. ALL CONCRETE WORK SHALL CONFORM TO THE CURRENT EDTTLON OF THE 3 STANDARD SPECIFICATIONS FOIL PUBLIC WORKS CONSTRUCTION AND CITY OF SAN JUAN CAPISTRANO STANDARD PLANS. S. ALL TRAINS VERSE AND LONGI'T'UDINAL JOINTS AND OUTER EDGES OF PAVEMENT WHICH ARE PART OF THE REPLACED CONCRBTB SHALL BE EDGED WIT,LI AN EDGING TOOL,HAVING A RADIUS OF 114"AND LN ACCORDANCE WrM CITY STANDARD PLANS. 6. REPLACED CONCRETE TW JOINS A SAWED EDGE OF TAE EXISTING PAVEMENT SHALL BE TOOLED. 7. REPLACED CONCRETE SHALL BE FDMEED TO THE SAME SURFACE TEX'J[TRE AS THAT OF ADJACENT EXISTING CONCRETE, 8 B DETERERNLIMITSOF INED BY REMOVAL CITY ENGf REPLACEMENT AND ��TRAVELED WAY SHALL � VAM 4.DOWELING MAY BE REQUIRED AS DIRE=BY THEr CITY ENGINEM I M ALL REMOVALS IN CROSS GUTTTiRS SHALL BE ALONG EXPANSION OIL WLdAEENED PLANE JOINT'S PER SM,FLAN NO.305. � ail City of San Juan Capistrano - ;,r�' REVISIONS CONCRETE PAVEMENT STANDARD REPLACEMENT PLAN NO: 715 APPROVED BX CITY E?dCsLIR. ��� 7/20195 EIL R C E.3 Ty85 RATE STT7 2 OF 2 ti PROPOSAL CONCRETE SIDEWALK CURB AND GUTTER MAINTENANCE AND REPAIR SERVICES From. ff E• is P: ,"` "fig CONTRACTOR To the Honorable City Council City of Sart 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 the firm: President, Secretary, Treasurer, and Manager thereof.) Datef7 SIGNATURE OF CONTRACTOR Name. a .R' , k ✓ ,r , Title. � i. 'i � C l0°✓ 1 ._... Company: ,h, -V/,4 Business Address: State Contractor's License Email: . > rte Telephone # EXHIBIT B PROPOSAL — CONCRETE SIDEWALK CURB AND GUTTER 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 concrete, sidewalk, curb and gutter maintenance. This is a valid and binding proposal to do all work herein proposed for the prices,het forth above. Date 0.1. 1 .. � / — SIGNATURE bF CONTRACTOR Name: . / T i t I e Company: Business Address: .776 f State Contractor's License Telephone # 6( , 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 h in j) SIG ATURE OF CONTRACTOR Name: W� f,,J ;fldA<: Title: 1,64 10,-� .. Company- Business Address: f�fi� � `', f ` State Contractor's License #:.. f "a Telephone # Vy { CONCRETE SIDEWALKCURB AND GUTTER PRICING- 2014 PROPOSER BID SHEET PROPOSER YEAR ONE YEARTWO YEARTHREE Concrete Flat Work Remove and Replace Concrete f4"Mck)Less Than 100S.F. - F. Remove and Replace Concrete(4"Thick)101-2505.F. ;` t ,'? <` , '. :z? Remove and Replace Concrete(4"Thick)2515.1.-ZOS.F. Remove and Replace Concrete(4"Chick)Over400S.F. Concrete Work Curb&Gutter ,SJLF. LF. L.F. Remove 6"Curb and 18"Gutter y " Remove 8"Curb and 24"Gutter }_ ;'at. Al ',. t ' , Construct Type ACurb ✓ '.C.}1• a r,zr"a °,. '::r a�k.0ea :'. Construct Type 8 Curb =n.? g Construct 6"Curb and 18"Gutteri Construct 8"Curb and 24"Gutter s c"�` `a' c '�_ �' .. `;'W Vo ,g --"7 ill, Grinding fBased on 2.,,000 LF.) Asphait Grinding(>2ft.Wider Asphalt Grinding(<2ft.Wide) f' Concrete Grinding(>2ft.Wide) €" .��`_. .Z ` pa..rlq?Z_1 r7, 6 �^x Concrete Grinding(<2ft.Wide) 2 �.`� - � REGULAR WORK-HOURLY RATE 7:30 AM,TO 5.4Q P.M. $/per hour $/per hour $/per hour a .� Hourly rate,per man,per hour,regular hours .y f r NIGHT.WORK-HOURLY RATE $/perhour $/perhour $/perhour Hourlyrate,per man,per hour,atter regular hours P P 8 EMERGENCY WORK-HOURLY RATE $/per hour $/perhour $/per hour Unit Price,Per man,Per Hour Forthe First Two Hours 2 x Unit Price,Per Man,Per Hour For Each Hour Thereafter �g�'�� �7 t ° �s 'A� � ° COMPANY � _ �. �.. .. .. . . .. .. .._ _.... SIS TU RE TE 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; 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 Janus 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 best of his/her knowledge and that they constitute his/her proposal for the work called out herein. Date 10, /6" - 'SIGKIAT URE OF CONTRACTOR Name: Title: Company: � � Business Address: State Contractor's License #: M:? Li, 7 A Telephone # V 6, 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 AND PRONE CONTRACT � CONTRACT FROMITO AGENCY/COMPANY NUMBER TYPE _ AMOUNT -SIGNATURE OF CONTRACTOR 1 ff may. Name: Title: Company - Business Address: State Contractor's License #: ?,el Telephone # 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. w pate SIGNATURE OF CONTRACTOR Name: 4 G.f 4k Title: Company: I Business Address: 64 ;: _ '��' State Contractor's License Telephone # LIST OF SUBCONTRACTORSIVENDORS THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS PART OF QUOTATION. Name Address Phone Type of Work "A 1�4 7 e'',X, 20j- ...............Z v) - Z/A) IJ: ..................... A- 1,7 .. ........ . T Date SIGNATURE OF CONTRACTOR Name. Title: Company: ,/Z7 Business Address: State Contractor's License #. Telephone # CERTIFICATION OF COMPLIANCE STATE OF CALIFORNIA PREVAILING WAGE 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 1775 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. I11=1 _, . f_ _ R, J 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 ,r i = m� SI'G ATURE OF CONTRACTOR Name: Title: Company: Business Address: ¢� a State Contractor's License #: ;g ° Telephone Brian DeVries Construction Inc. Recently Completed Projects: 1. Corona Del Mar High School Entry Mod. -GC: Dalke & Sons Construction, INC./Contact: PM Ken McManaway -Project Address: 2101 Eastbluff Drive, Newport Beach CA 92660 -Description of Work: Site Work Improvments -Project Owner: Newport Mesa Unified School District -Project Architect: Dougherty/Dougherty Architects -Original Completion. Date: 0812014 -Date Completed: 081201.4 -Initial Contract Value: $205,181.00 -Final Contract Value: 0 -Project Super: Tony Mico (951)850-3312 -Project Include Const. or Mod of Earthquake Proof Bldg: Yes II. Costa Mesa Middle School Lunch Enclave -GC: Dake& Sons Construction, INC.IContact: PM Ken McManaway -Project Address. 2650 Fairview Rd. Costa Mesa, CA 92626 -Description of Work: Construction of New Lunch Shelter -Project Owner: Newport Mesa Unified School District -Project Architect: HMC .Architects -Original Completion Date: 0712014 -bate Completed: 0712014 -Initial Contract Value: $59,7616.00 -Final Contract Value: 4(,s 7 z�,.,� -Project Include Const. or Mod of Earthquake Proof Bldg: Yes III. Chaparral High School -GC: I'nterpipe Contracting(619)596-7733 -Project Address: 27215 Nicolas Road, Temecula CA 92590 -Description of Work: Site Work lmprovments -Project Owner: Temecula Valley Unified School District -Project Architect: N/A -Original Completion Date: 08/201.4 -Date Completed: 0812014 -Initial Contract Value: l(, . €) -Final Contract Value: � I--`I o eo. �' -Project Include Const. or Mod of Earthquake Proof Bldg: Yes IV. Torrance High School Building "B" -PM: Balfour Beatty -Project Address: 2200 West Carson St, Torrance CA 90501 -Description of Work: Structural Concrete Retrofit -Project Owner: Torrance Unified School District -Project Architect: Westburg and White, Inc. -Original Completion Date: 03/2014 -Date Completed- 06/2014 -Initial Contract Value: $245,300.00 -Final Contract Value: $276,885.61 -Project Include Coast. or Mod of Earthquake Proof Bldg: Yes V. San Gorgonio Memorial Hospital -Multi Prime Project with Prowest(contact-PM Kay Lang SGMHD) -Project Address: 600 N. Highland Springs Ave, Banning, CA 92220 -Description of Work: Loading Dock & Building Renovation. -Project Owner: San Gorgonio Memorial Healthcare District Project Architect: I1DR Architecture Inc. -Original Completion Date: 4/2014 -Date Completed: 4/2014 -Initial Contract Value: $237,000.00 -Final Contract Value: $241,120.00 -Project Include Const. or Mod of Earthquake Proof Bldg: Yes V1. West Grove Resort -GC: Consolidated Contracting Services Inc. -Project Address: 50 Furrow, Irvine CA 92614 -Description of Work: Site work Concrete -Project Owner: Irvine Community Development Co. LLC -Project Architect: David Sheegog Architecture 968 Ladan Lane, Anahiern CA 92808 -Original Completion Date: 3/2014 -Date Completed: 3/2014 -Initial Contract Value: $19,000.00 -Final Contract Value: $48,802.16 -Project Include Const. or Mod of Earthquake Proof Bldg: Yes VI1. University Nigh School -Project Address: 4771 Campos Drive, Irvine CA 92614 --Description of Work:.(BP 03-0 .) New Athletic Facilities & Concrete Site Work -Project Owner: Irvine Unified School District -Project Architect: Ruhnau Ruhnau.Clarke 3755 10th St. Riverside, CA 92501 (951)684-4664 -Original Completion Date: 1012013 -Project Start/End Dates: 1212012-1012013 -Initial Contract Value: $959,000.00 -Contract Value: ;$969,970.00 -Contact: Johnathan Keene/ CW Driver -Project Include Const. or Mod of Earthquake Proof Bldg: Yes VIII. Cerritos Community College -Project Address: 11190 Alondra Blvd. Norwalk CA 90650 -Description of Work: Concrete Site Work & Masonry -Project Owner: Cerritos Community College District -Project Architect: IDS Group Inc. 1 Peters Canyon Rd Ste, 130 Irvine CA 92606 (949)387-8500 -Original Completion Date: 8/2013 -Project Start/land Dates: 312013-812013 -Initial Contract Value: $203,804.00 -Final Contract Value: $216,861.00 -Contact: Kenneth McManaway/Dalke &Sons Construction, Inc. -Project Include Const. or Mod of Earthquake Proof Bldg: Yes IX. South High School Kitchen Mod -Project Address: 4801 PCH, Torrance, CA 90505 -Description of Work: Site Work Remodel -Project Owner: Torrance Unified School District -Project Architect: HMC Architects 633 W. 5th St, 3rd Floor, LA, CA, 90071 -Original Completion Date: 0812013 -Project Start/End Dates: 7/2013-812013 -Initial Contract Value: $64,999.00 -Final Contract Value: $85,391.40 -Contact: Don Rondeau/Balfour Beatty -Project Include Const, or Mod of Earthquake Proof Blgd: Yes XVI. Banning Athletic Facility -Project Address: Banning I-IS 100 W. Westward, Banning CA -Diiscription of Work: Concrete Retaining Wails and Footings -Project Owner: Banning Unified School District -Project Architect: Ruhnau Ruhnau Clarke 3775 Tenth St, Riverside, CA -Original Completion Date. 3/2011 -Project Start/End Dates: 312010- 3/2011 -Initial Contract Value: $690,000.00 -Final Contract Value: $719,200.00 -Contact: Corey Wilson (909)376-1091 -Project Include Const. or Mod of Earthquake Proof Bldg: Yes XVII. Tustin Nigh School Surnzner Mod -Project Address: 1171 El Camino Real, Tustin, CA 92780 -Description. of Work: Concrete Slab and Masonry, Chain Link Fence -Project Owner. Tustin Unified School District -Project Architect: NTD Architecture 955 Overland C1'. Ste. 100, San Dimas, CA 9177') -Original Completion Date: 10/2011 -Project Start/End Dates: 8/2011-10/2011 -Initial Contract Value: $182,968.00 -Final Contract Value: $200,218.00 -Contact: Jason Marquart/Barnhart Balfour Beatty -Project Include Const. or Mod of Earthquake Proof Bldg: Yes