14-1202_HARDY & HARPER, INC._Personal Services Agreement PERSONAL SERVICES AGREEMENT
THIS AGREEMENT is made, entered into, and shall become effective this Z.. vda
of err 2014, by and between the City of City of Sari Juan Capistrano (hereinafter
referred to as the "City") and Hardy & Harper, Inc., (hereinafter referred to as the
"Contractor").
RECITALS:
WHEREAS, City desires to retain the services of Contractor regarding the City's
proposal to provide asphalt, crack seal, and seal coat maintenance and repair services;
and
WHEREAS, Contractor is qualified by virtue of experience, training, education and
expertise to accomplish such services.
NOW, THEREFORE, City and Contractor mutually agree as follows:
Section 1. Scope of Work.
The scope of work to be performed by Contractor shall consist of those tasks as set
forth in Exhibit'A,"attached and incorporated herein by reference. To the extent that there
are any conflicts between the provisions described in Exhibit "A" and those provisions
contained within this Agreement, the provisions in this Agreement shall control.
Section 2. Tera.
This Agreement shall commence on January 1, 2015 and continue for a three year
period of time with the option of three(3) one-year extensions.Agreement extensions shall
be based on staff review of the Contractor performance and at the discretion of the City
Manager. The Agreement will terminate on December 31, 2017, unless extended as
provided herein.
Section 3. Compensation.
3.1 Amount.
Total compensation for the services hereunder shall not exceed the total
amount in the City's adopted fiscal year operating and capital improvement budget for
asphalt maintenance and repair services, payable at the rates as set forth in Exhibit "B"
attached and incorporated herein by reference. There is no guaranteed amount for this
contract by the City to the Contractor. The Contractor may not, dependent upon availability
of projects and/or funding, receive any work. The City shall issue purchase orders erg,'al to
the anticipated Contractor fees on a project basis, which shall constitute the Contractor's
authorization to proceed.
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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 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.
Section 8. Time of Essence.
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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. RESERVEDI.
Section 12. [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 Fired 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
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
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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 Canee llation/Termiination of Insurance.
The above policy/policies shall not terminate, nor shall they be cancelled, nor
the coverages reduced, until after thirty(30)days"written notice is givers to City, except that
ten (10) days' notice shall be given if there is a cancellation due to failure to pay a
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premium.
14.6 Teras 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. T ermination.
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: Hardy & Harper, Inc.
1312 E. Warner Avenue
Santa Ana, CA 92705
Attn: Steve Kirschner
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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 Fire
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.
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement.
CITY OF SAN JUAN CAPISTRANO
i
k
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Byf
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Derek Reeve. Mavor
r
CONTRACTOR
BY:
Contractor
ATTEST:; Steve Kirschner - Vase president
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Maria`NMoeds, City Cleric
APPROVED AS TO FORM:
Al
Hams a-L g-ten,-C-it Attorne
Y Y
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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
P 1 W1PIT A
normal work rates, not emergency or night work rates), Statement of Experience,
Statement of Equipment, List of Sub-Contractors/Vendors and all provisions
noted in the Instructions to Proposers and General Provisions and Specifications
sections of the Specification Package. The City may award to one or more
contractors as required to meet its needs.
1) At any time prior to Proposal date, Contractor may inspect City property for
further information, if desired. City representatives will be available to answer
questions.
m) Contractor shall protect any and all private property adjacent to work areas. Any
damage to private property resulting directly or indirectly from Contractor's
actions shall be the responsibility of the Contractor.
n) All employees of Contractor shall wear a uniform or shirt that clearly identifies the
company.
o) Contractor shall supply a list of employee's names, and hours worked on each
date.
p) Contract Termination - If at any time, in the opinion of the Public Works and
Utilities Director, or authorized representative, the Contractor fails to supply
suitable equipment, an adequate working force, or material of proper quality, or
shall fail in any respect to prosecute any work with the diligence and force
specified and intended in and by the terms of the contract, notice thereof in
writing shall be served upon Contractor. Should Contractor neglect or refuse to
provide means or satisfactory compliance with the contract, as directed by the
Public Works and Utilities Director, or authorized representative, within the time
specified in such notice, the City in any such case shall have the power to
terminate all or any portion of the contract.
PERSONNEL
The Contractor shall use and furnish a workforce necessary for the satisfactory
performance for the work set forth in this contract.
(a) Contractor's Employees
The Contractor agrees to require his/her employees to present a neat appearance at all
times while engaged in the performance of their duties and maintain good bearing and
deportment toward the public_ Should for any reason an employee be unsatisfactory in
the opinion of the Public Works and Utilities Director or authorized representative, the
Contractor, when notified in writing, shall cause that employee to be removed from the
job and replaced by a satisfactory employee.
(b) Employee Attire
The Contractor shall require each of his/her employees to adhere to basic standards of
working attire. These are to include uniforms, with the Contractor's company name or
insignia clearly visible, proper shoes and other gear required by State Safety
Regulations, and proper wearing of clothing, which includes that shirts shall be worn at
all times, buttoned and tucked in.
(c) Typical Tasks
Contractor shall supply employees with the skills to perform various semi-skilled duties
in connection with asphalt forming, laying, and finishing and rolling, grading; operating a
variety of hand and power tools for purposes of maintaining public property and
operating equipment.
(d) Experience
Supervisors/foremen shall have a minimum of five (5) years of experience in the
asphalt/crack seal/seal coat maintenance and repair field.
(e) Licenses
Laborers will be required to possess a valid and current California Driver License,
including all insurances, as required by the City.
(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 tap 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.
Acce Lance of Wark 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.
Billin Iform
Contractor shall provide a billing form and progress payment form approved by the
Public Works and Utilities Director or authorized representative.
METHOD OF WORK
All work shall be performed per the Standard Specifications for Public Works
Construction (Green Book), Latest Edition,
The Contractor shall perform maintenance and repair services as per the City of San
Juan Capistrano Standard Plans as shown on Attachment 5,
The Contractor shall be responsible and shall take necessary precautions to prevent
public trespass into areas of work, until that time that the area is opened again to the
public for their use.
Rubbish and construction debris shall be disposed of to an approved dump site. After
removal operations have been completed, the grounds shall be left in a neat and
presentable condition, satisfactory to the Public Works and Utilities Director or
authorized representative.
The Contractor shall verify the location of all utilities prior to construction, repair or
maintenance, and shall be held liable for all damages incurred due to his operations.
Per City Council Policy 601, an Archeological Monitor is required to be onsite during all
excavations in excess of 18 inches.
The Contractor shall provide traffic control per the MUTCD subject to approval by the
Public Works and Utilities Director or authorized representative.
The Contractor shall monitor freshly placed asphalt for f` e length of time necessary to
prevent defacing of the asphalt. The Contractor sh�,;l be responsible for repairs or
replacement of new asphalt which have been defaced.
The Contractor shall be responsible for the replacement of any pavement markings that
are removed or are no longer visible in the course of the work. The markings shall be
replaced in-kind at the cost of the contractor.
NPDES Regulations
The Contractor shall comply with all City regulations regarding NPDES (National
Pollution Discharge Elimination System) Requirements and the City's Best Management
Practices. Contractor shall not discharge anything to the storm drain or creek.
Contractor will contain any materials that may potentially reach a City storm drain.
Contractor shall implement the attached Best Management Practices (BMP's) provided
by the City. Contractor will conduct annual training regarding stormwater regulations
and the appropriate BMP's for all employees working at City facilities Contractor shall
provide to the City annually, by July 1, with certification of the required training on
stormwater regulations and the BMP's, and acknowledgement of adherence to these
standards while performing work at the City.
When saw cutting, all water and residue shall be detained and vacuumed prior to
entrance into the storm drain. Vacuumed construction water shall be properly disposed
of. The Contractor is subject to severe fines and penalties should he/she allow
construction water to enter the storm drain or creek system.
During construction the Contractor shall provide street sweeping as necessary to meet
the requirements of the City of San Juan Capistrano National Pollution Discharge
Elimination System Program (NPDES).
Protection of Existing Utilities
The Contractor must take all due precautionary measures to protect all of the existing
utilities. When necessary, the Contractor shall have all utilities located by contacting the
responsible agency at least 48 hours prior to commencing any work The Contractor's
attention is directed to the one--call utility notification service provided by One Call
Center. Member utilities will provide the Contractor with the locations of their
substructures when given at least 48 hours notice. Such requests should be requested
through One Call Center (1-800-227-2600).
Contract Termination
If at any time, in the opinion of the Public Works and Utilities Director or authorized
representative, Contractor fails to supply suitable equipment, an adequate working
force, or material of proper quality, or shall fail in any respect to perform any work with
the diligence and force specified and intended in and by the terms of the contract, notice
thereof in writing shall be served upon him. Should the Contractor neglect or refuse to
provide means for satisfactory compliance with the contract, as directed by the Public
Works and Utilities Director, within the time specified in such notice, the City in any such
case shall have the power to terminate all or any portion of the contract.
Extra Work
1. Extra work will not be performed without prior approval by the Public Works and
Utilities Director or authorized representative unless a condition exists wherein it
appears there is danger of injury to persons or damage to property.
2. Extra work may be required by the Public Works and Utilities Director or
authorized representative as a result of acts of God, vandalism, theft, civil
disturbances, accidents, or improvements_
3. Payment for extra work will be based on actual cost of labor; plus wholesale cost
of materials, plus a markup. Extra services other than those listed shall be
negotiated on a time and material basis with a "not to exceed" amount.
4. The Public Works and Utilities Director or authorized representative is authorized
to approve extra work up to 25 percent (25%) of the annual cost of the
agreement, or reduce the contract amount by up to 25 percent (25%) of the
annual cost of this agreement.
Flow and Acceptance of Water
Surface or other waters may be encountered at various times. The Contractor, by
submitting a proposal, acknowledges that he has investigated the risks arising from
surface or other waters and has prepared his proposal accordingly. It shall be the sole
responsibility of the Contractor to protect their work from danger due to any wafers
encountered. Should any damage occur to the worm 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.
Weekl Re ortin
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
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( / SLURRY FOR ffrJli R
A' B'
1 �f SL UC�KF" L TR.AMC DESIGN STREETS.
I'S.
Y 01
UNDER 2' 0.50' / B F—SEE NOTE 3.
OVER 2' I.0'
i
BEDDING MATSRL4L A.PER SUBSECTION
p MIR. Com` 306—1.2.1 OF THE STANDARD SPECIFICATTQN
M.S.E.-30.COMPACTED TO THE
SA7T,SFACTSON OF TIDE?CITY
.50' I�IGWEEP. SEE NOTE 3.
�
j SPRING
OR D' OR D, *WHICF'OsWR IS LESS 11UT
)( LINE / NOT LESS THAN.35
I.0' BEDDING MATERIAL,B:D110 BUT NOT
FQiI rxDISTURBHp LESS THAN OSH'SACRUSHED Rom
i lNAATIQN OR CONCRHTE AGGREGATE,MAX
i
k EXISTING STREET TRENCH DETAIL
SEE SHEET 2 FOR NOTES
w
11H
• VTG i
City of San Juan Capistrano
REVIS10NS
EXCAVATION ANDRESUREA`NG STANDARD
STANDARD PLAN NO.
700
A�PROVt5—Ely CTTYEN a`� 7lI0l9S
�IZ. RC-E.31785 pAT'E S_ri'I' ! OF 6
i
F
P
NOTES.
I• ALL EXCAVATION AND CONSTRLTCTTON OPERATIONS SHALL COMI'T y WITH THE REQUIREMENTS
OF THE CALIFORNIA DWISION OF INDUSTRIAL SAFFT"Y AND THE WORK AREA TRAFFIC
CONTROL HANDBOOK(LATEST EDITION).
2. ALL TRENCHES WHICH ARE TRANS VERSE OR DIACONAL To EXISTING OR FUTURE STREETS
(INCLUDING ALL INTERSECTION CROSSINGS). ALL LONGITUDINAL TRF
NCI3ES IN THE STRFLT
WITHIN 1.5 FEET OF THE EDGE OF THE GUTTER OR EDGE OF CURB W THERE IS NO GUTTER.
3. WHERE SLURRY IS NOT REQUIRED FOR BACKFILL AND BEDDING"A",CRUSHED
MISCELLANEOUS BASE PER THE STANDARD SI"ECIFTCATTONS SECTION 200-2.4 CLASS 2
AGGREGATE BASE AND UNTREATED BASE PER SECTION 200.2 OR 400-2 SHALL BE USED. ALL
( SOIL MATERAL,S FOR BACKFILL.,BEDDING,AND FILL SHALL.BE GRADEi�.PF�SECTIC?N 200-20D
¢ 400-2 FREE OF£)CLAY;2)(3REA'IER THAN 2 INCH ROCK OR GRAVEL;3)DEBRIS;4)WASTE;5)
VEGETABLE AND DELETERIOUS MATTER. SATISFACTORY SOIL MATERIAL THAT MAY BE
APPROVED SHALL 8E THOSE DEFINEI)BY ASTM D 2467 AS GW,SP,GM,SM,SW,AND SP.
UNSATISFACTORY SOILS ARE GC,SC,ML,MH,CL,CH,OL,OIL AND PT.
4. BACKFILL AND COMPACTION METHODS SHALT.CONFORM TO SUBSECTION 306-T,3 OF
STANDARD SPECIFICATIONS FOR PUBLIC WC?RKS CONSTRUCTION(CURRENT EDITION),EXCEPT
THAT 95%MR41MUM RELATNE COMPACTION SHALT,BE REQUIRED WITHIN THE STRUCTURAL
SECTION AND 0,5 FEET BELOW IT
ZONE, AND 9090 COMPACTION IN THE REMAINDER OF THE BACKFILL
5. ALL REFERENCE
S TO SLURRY SHALL MEAN CLASS IW-E 100 SAND/CEMENT SLURRY.
6. ALL A.C.REPLACEMENT REQUIRES T
SURFACE. Q ACK COAT ON EXISTING EDGES AND A SEAL COAT ON THE
7• PRIOR TO PLACING BACKFILL,GALT..CITY ENGINEEMNG DrVISION FOR BEDDING INSPECTION,
S. THE ENGINEER.WHEEL OR SAWCUT OF A.C,SHALL BE A STRAIGHT,CLEAN LIME ACCEPTABLE TO THE CITY
9• WHERENREQUIl2EQUIRED HEREON WILL EXISTING A.C.EXCEEDS 0.5 FEET IN
TTHICKNESS,ALTERNATE PAVEMENT REPLACEMENT
HAN BE SPFX IMIµD BY THE CITY ENGINEER
r £Ci, PRIOR TO PERFROM CITY E ANY WORK IN THE PUBLIC RIGHT-OF-WAY A PERMIT MUST BE
OBTAINED FROM CITY ENGI�NG DIVISION.
3
IL ON ALL HIGHWAYS SHOWN ON THE MASTER PLAN OF HIGHWAYS THE A+B+B SHALL BE OF
WIDTH SUFFICIENT ENOUGH TO ACCOMMODATE A SELF-FROPEI.LED STEEL ROLLER
x
12. ALL WORK SHALL CONFORM TO THE"GLIDET INES FOR TRAVEL EXCAVATYUN:"ATT
AG`ITFD
HERETO.
iV
C'ty of
i
�6
San Juan Capistrano
--------------
REVISIONS
EXCAVAnON AND RESURFACING STANDARD
STANDARD PLAN NO.
goo
APPRC)VFD BY CTIY EVIG 711111
INF-ER.WIL.I.tAAf M.FiUB�ER R.C.E.31 T85 f3A'� SFII' 2 �F G
r
f
E
R
f GUIDELINES FOR TRENCH EXCAVATION
1. A TRENCH IS DEIIxNIID AS AIV EXCAVATION IN WHICH 11M DEPTH IS GREAMR
TITAN TkIE WIDTH OF THE B€Yl I�2vf OP TIIE EXCAVATION.
ALL Tltl?.NCH EXCAVA'IIONAIVD RFS 1TID WORK SHALL CONFORM TO SUBSECTION
3WI OF THE CLMUIINT EDITION OF THE"STANDARD SpBCIpICATIONS FOR pUBL1C
WORKS CONSTRUCTION"(STANDARD SPECIFICATIONS)AND AS FURTHER
SPECIFIED BELOW,
A. MAXMMM LENGTH OP OPEN TRENCH SHALL BE 2001'1 ET OR THE DLSTANCE
NECESSARY TO ACCOMMODATE THE AMOUNT OF PIPE ABLE To BE INSTA r.r.gn IN
A SINGLE DAY.WMCHFVF.R IS GREATER
I3. BEFORE EXCAVATING ANY TRENCH FIVE FET3T OR MORE 1N DEPTH.THE
CONTRACTOR&ERMTI`IEE SHALL SUBMIT TO THS CITY A DETAILED PLAN
SHOWING THE DESIGN OF SHORING,BRACING,SLOPING OR OTHER PROVISIONS TO
BE MADE FOR THE WORKERS'PROTECTION. TIM PLAN MUST COMPLY WAIL THE
ARrTCLREQUIE1y1PI�C OF THE STATS OF CALIFORNIA CONSTRUCTION SAFETY ORDERS,
A ItIICLE fi,SECTION 1540. IF THIS PLAN VARIES FROM SHORINO SYSTEM
STANDARDS,IT SHALL BE PREPARED BY A REG STERM CIVIL!k'1TTINEER. THE
PLAN WIU BE REVIEWEDBY"THE CITY PRI01t TO niB C:L3mm NCIEMENT"OF
EXCAVATION BY TI E CONI'RAC70IUPEWarn H.
C. PRIOR TO COMMENCING WORK ON THIS PROIECT;THE CONTRACT'ORlPERMITTEIE
SHALL SUBMIT TO THE CITY FOR APPROVAL A PIAN AND SCIHED[jLE OF
CONSTRUCTION WHICH WILL,ALLOW THE LEAST INCONVRGEMCEi TO THE PUBLIC
AND/OR RESIDENTS. UTILITY TRENCHES MUST BE BACFED AND COMPAC-FED
OR COVERED WITH STEEL PLATE'S SO THAT ALL RESIDENTS WILL HAVE ACCESS TO
I'HEIIR i]RIVEWAYS PRIOR To CONTRACTOR/PERMITTEE LEAVING TOB SITE HA(:H
I)AY_ ALL TRENCHES DEEPER"IRAN''9.15 FOOT IAT ROADWAY MUST BB COVERED
i WITH STEEL PI-ATI?S OR FENCED,AS Dl IERMINED gY THE CITY WHEN LEFT
f OVERNIGHT.ALL PLATES SHALL BB PLACED AND SECURED AGAINST
DISPLAC:E&MVT IN CONFORMANCE WITH THE PROVISIONS OF nm'WORK AREA
TRAFFIC CONTROL HANDBOOK PUBLISHED BY BUILDING NEWS,INC.,LATEST
EDITION THEREOF. ALL PLATES PLACED ON ARTERIAL HIGHWAYS SMALL BE
SECURED ALSO BY SPIKES.
f 2. BEDDENCs MATERIAL WHICH SUPPORTS THE CON'DUI'T`SHALL MMXD A MDMYfUM
r OF 1.0 F'OO'T'ABOVE THE CONDUIT AF TPR DENSIFICATION.
3. PRIOR TO EAC K FJIL CP
PROPOSED 13ACKFiLL OF THE TRENCH BY THE C0 NIRA=;VpFI;Mn-jEE,TIM
MATERIAL MUST BE APPROVED BYTHE CITY. WHEN
f REQUaTED THE CONTRACIOR/PERMITTI~E SHALL PROVIDE THE CITY WTIE A
ERTMCATE OF COMPLIANCE,FROM A SOILS TASTING LABORATORY APPROVED
BY`ITIS Crly'
ate„
City of San Juan Capistrano
REVISIONS STANDARD
EXCAVATION AND RESURFACING PLAN NO.
STANDARD
-_ 700
APl'RO VEn BY CI TY ENG "20nIS
1NB13K,R'II_1,I qM ht,WIDER K.C,E,31785 GATE _ SHT 3 OF 6
3
R
F
F
I
WI{EN&QLUITt-FD EY TEll CITY TESTS SHALL RE PERFORMED ON ALL PROPOSED BACKFILL
MATI?RIAL TO I SIJRB UNIFORM COMPLIANCE WI'ITI CITY REQUIRLMLW S. ANY MATERIAL THAT
FAILS ON-STI E TEST3IVG I.S SI,?E7LC'T TO REMOVAL AND DISPOSAL AT THE EXPENSE OF THE
C(3NIRAC IFR/PFRj2TI IrT.
4. AS STATED LIQ THE Tp EN DETAIL NOTES,BACKFILL ANIS BEDDING]2v XMRIALS SHALL.HAVE A
SAND EQUIVA-LENT(S.E.)AS DE BRMjM BY TEST METHOD NO.CALIF:217 AND SHALL.BE
DENS11'MD TO A?vff JtYS RF.,L-AIIV E COMPACTION OF 90 PFRCENT(95 PERCANT IN=CA SII OF
SUBPARAGRAPH 4B BELOW)BY THE USE OF MECHANICAL,TAMPERS,ROL.[..M,OR VIBRATORS
APPROVED BY THE CI y.. ',STAMPING.TYPE SH
CIIPMHN F ALL NOT BE USEDFORFORbEhI3iPYING
TRENCH I3ACKTffd.,tiV1THOVI PRIOR CTL Y APPEQROVAL WHEN THE
RCONDUIT OR PIPE IS
OfifIEIt THAN
I I�ORCHD CONC=RETE ORAS O'lIIHItCViSE SP$( p $Y THE PUBLIC UTILITY CMTANY
STANDARDS. MATERIAL FOR MECHANICALLY COMPACTED BACKFILL SHALL BE PLACE IN LIFTS
NOT EXCEEDING TI3TCKN�SES AS SPECHED W;SUBSE(,'TION 3M-1.3.2 OF THE STANDARD
SPECIFICATIONS FOR THE TYPE OF EQUIpN4 USED. CLASS ICIO-E-I()o SAND-C IFNT SLURRY,
MECHANICALLY ML!TED(HAND MIXING IS NOT APPROVED)AND PLACED IN CONPORx CE WITH
CITY REQUIREMENTS,MAY BE USED WHEN APPROVED BY TFiE C11y.
A TESTING OF BACKFILL MAAT'ERL1L SHALL BE P£?AFORMED BY THE COAT"LItAC1Y7R/PERMII'I8}?AS
REQUIRED BY 17.M CBTY'TO ENSURE UNIFORM DENSLIIC:ATION. APPROVAL `T THE TEST RESULTS
FOR PERMANENT LB SE OF' A1„�BELL TESTS FORMHALL BE ERF=PRIOR
AT THE PFENT OF
OF TFffi
COIv'TRACTORABpj 4TPIPE,
B. W 12RE TRENCH EXCAVATION OCCURS WITHIN L STWG PAVP.ME3N ,THE FOLLOSVRvG
$ CONDITIONS SHALL APPLY.
I- THE UPPER 0.5 FES I-OF SUBGRADE AND TI W STRUCTTS SECTION SHALL BED SIFT£D TO A
NL�YIUM
MIRIT ATIVE COMPAMTON OF 95 PERCENT.THE REMAINING BACIFFI,I,SHALL BE
DENSIFI ED TO A MINIMUM RELATIVE CC)MPACIION OF 90 PERCENT.
2. ALL TAENCHFS WHIC IT ARE TRANSVERSF OR DIAGONAL TO EXISTING STREETS OR ARE VII HIN
I AN D FRSE ITON 911ALL BE BACEFRI-ED WITH CLASS 100-E-100 SAND-CEMENTSLURRY. WHEN �
LONGITUDINAL TRE"ICHING IS PROPOSED NEAR CURBS AND GU iERS,THE WALLS OF TIM
TRENCH SHAI L NtYT I3E WLTTL�I I.5 ELE"OF ITE EI}GE OF GtFITER(QA
EDGE OI"CM IF THERE IS
NO GUTTIrR}LF THF TF�ENCH LS LN S�I NOR WI I'f LIN 1 S FIIF€pF
THE BACK OF THE CURB
Ig THE TRShICH IS LN THE PAAIC4VAY,UNL I SS PRIOR APPROVAL IS OBTAINET?FROM THE CITU
WHIG'I TRENCH WALLS 7.5 EL'$'T OR CLOSER IY]TILE EDGE OF frUTTER(OR EDGE OF CURB IF THERE
LS NO G[FI I"FII}ARE ApFRf3VEIJ BY THE C1TY,1'II THE TRENCH SHALL BB BACLIFFIL ED WrM
L'LASS 100-E-I4(?SAND-CEM1T SLURRY.
E 3. THE EXISSTING PAVE.!,DE SHALL BE CUT ON ALL SIDES 0,5 TO 1.0 FELT"WIDER THAN THE m NC13
WIDTfi. WHEN THE 1EDG13 OF EXISTING PAVEMENT IS SO CUT,ALL.EXISTING PAVI:1EN''T BI TWEHN
THE SGS OF THE CUT AND THE GUTTER SHALT,BE REMOVED IF IT LS LESS THAV 2.0 FBE I IN
UbUORM UNIFORM.�THE COI�ITRACI'OWP TTL ALL EDGES OF RECONSTRUCTED
ERA�"IN'"Ia CHOOSESCE SHALL
PLPAVEMN"T BRSTRAIGHT
E KEAND
R"FOR
MARRING THE RffIAL Lov€1TS OF TRENCH EXCAVATION,THE AREA SO MARKED IMUST BE
i CONTINUOUSLY BARRICADED TO PREVENT TRAFFIC FROM PASSING OVER THE I'DENTAnONS IN
THE PAVEMENT,AS WEbL AS THE AREA DZMIAMY ADJACENT TO ANY EXCAVATION,SUCH
BARRICADING REQU OR TFZAI7IC CLOSURE,HOWEVER,SHALL COMPLY WITH CoNrRACTIPmzwr
TRAFIIC REQLIIRFMFNTB,AND NOT CONSTTITITE ADDITIONAL CLOSURE. ALL LOOSE
PAVEMENT AND OTHER DEBRIS SHALL BE IMMEDIATELY REMOVED-PRIOR TOSUUACING OF TIM � n
SPECIFM ABOVE. ANY BCARRICADINGH,TBE .3TgAPAVEMENT
CONFOpM TO CTIY TRAFFIC
RBQUI I pbfE TS ANAFFIC:C
L)PROVISIONS OF TlM"WORK AREA-RONTROL ' 3
• k7f6
City of San Juan Capistrano
kEVTSIONS EXCAVATION A-ND RESURFACING STANDARD
STANDARD PAN NO.
700
71241+35
APPROVED-BY CITY ENGINEER. BS m DATE
STTT4Op6
t
s
P
$3
1
4. TRENCrI RESLiRFA G 5r�4 i,1..MATCH THI EMTINO s7.REfi T'SCTRFwC (A c.OR PC.C.)ANB SIIAI t.,
B8 fl_1 FCH7I'T1iIC Ing F[iR N r 1STEVG PAV"i�v . r� USES 6'C TREAN
RESURIyACINCi M4TERrAIS SHALL CONFORM TO THE FOL L.OVnNG TABLE. Ca
LOCAL MAJOR,PRIMARY,SECONDARY AND
STREETS AND ALLEYS Y5
COMMUTER STREETS(AS SHOWN ON
THE CITY MASTER PLAN OF HIGHWAYS)
0.35 FOCST A.C.OR P.C.C.OVER 0.50 FOOT A.C.ORP C.C.OVER0.{5 FOOT Cl 2 AB OR CM 1.00 FOOT Cr 2 AB OR CMB
OR OR
0.35 FOOT A.C.OR PC-C-OVER 0.35 FOOT A.C.OR ECC.OVER CLASS
CLASS i(I(#-E-100SAND CEtvII3NT
SLURRY 100-E-IW SAND-CEMENT SLURRY
5. B'j'S All-RAR�Y ASPHALT CONCRETE PAL NT 1S PLACED IN ANY PAVEMENT CUT,IT SHALL HE
!REMOVED AND`1A-ridTTI'M FREE:OF BOLES.RUTS OR O'IEER FA tLURES. T2US TEMPORARY PA'V'C LENT SHTE AT L BE
TEN WORKING DAYS OR DISPOSOO'1 AND PERMANENT
APPROVED FOR PUB CJTII ASPHALT CONCRE IY COMP�A PERIOD OF
F{?L1 fl4WRfG
SIL"R TOPM TTM THE TEMPORARY PAV v3EN I: AFTER REMOVAL OF TEMPORARY PAVEMENT AND
PRIOR TO PLACEh$ED I'OF p MA A� �SURFACE OF THE SUBGRADE,BACKFILL OR
BASE,k'qD EDGES OF ADJACENT PAVF,MENT SHALL BE APPROVED BY THE CITY THIS SURFACE
SHALL.BE TESTEDJImSPEC M FOR CoAeACTION'ELEVATION,SURFACE UNIFORMITY,AND IT SHALL
BE FIRM,HARD AND UNYIELDING, THE MGES OF PAVEMENT SHALL BE INSpEC"TFD FOR WIDTH,
STRA IGHTNNSS,AND PROPER TACK COAT'.
6. IF TETE COCONC:v"CRACRI"TE'r'ORIpka;, Mn TEE PROPOSES TO OPEN STREET TO'IR.AF'FIC AFTERE.N
,PERMANT
ASPPIALT (BASE COURSE)HAS BEEN IXSTAI.LED IN THIO TR0<TL BUT PRIOR TO
INSTALLATION OF THE FLUAL PAV�T COURSE,TIM PAVEMENT SHALL BE MIN
ATAII IED IN SUCH A
MANMM THAT HOLES,RUTS,FAILURES,AND ABRUPT CHANGES IN ELEVATION WELL NOT OCCUR.
THE CONTRAC"TOR&ERMpTTEE,SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO OPENWO THE
STREET To TRAFFIC WITHIN TIM LIMITS OF THEIR PHIM Tl IED WORK,
7' THE ORM FWT��EM URSE S'T'REET SURFACE. THE CO BE mADE IN SUCH �RJP�SBHALL OB��
APPROVAL FORM THE CITY PRIOR TO PLACING THE FINAL PAVEMENT COURSE
City of San Juan Capistrano
REVISIONS �
EXCAVA'nON AND RESURFACING STANDARD
STANDARD PLAN NO.
700
APPRC>VEq ElY C1TY FN7120195
�.WI11 I4h7 M HUBER R.C.E.3[785 DATE SHT S pr 6
P
Y
'E
F
E
1
F
GC'=FL NF,S FOR TTST7NG BACKFILL MATERIAL ARE AS FOLLOWS:
TO 1 RFPICkt EXTIMCITON CURVE Q TILE PROP(3SEDRBACUILL ADLVN17 FMAT HB LJ�NE�D SAND
ACERTIFICATE OF COMPLIANCE FROM A CTrY APPROVED SOBS TESTING LABORATORY
SHALL BE SUBMLTIPD TO THE Cn y, THE CTL"y MAY REQUIRE ADDPLTONAL TESTING
AT THE
DENSE OF THE CONTRAC MR/PLI2.MTTTEE To INSURE UNIFORM COMPLLA AND MAY
ACCEPT OR REMC'T THE MATERIAL,BASED UPON SUCH T ESTANO. UNSUFFABL E MAMRIAL,
AS DET-PMINED BY TEE CITY SHALL BE REMOVED FROM THE SITE AT TTIE EXPP.NSLr OF
THE CQN T RAC7rOR/PERMrrME,
B. RELATIVE COMPACTION TESTS SHALL BE P'HRFORTviM AT INTERVALS NOT EXC EEDINO 200
FEET IN LENGTH AND 2.0 FEET IN DEPTm ANY MATERIAL THAT FAILS A COMPACTION TEST
SRALL BE RECOMPAC'IED OR REMOVED TO L J MIFS DE'llIR 1INED BY TIM CITY.
9, BARRICADES AND TRAFFIC CONTROL SHALL BE PERL;ORMED PER THE woRK AREA
TRAFFIC CONTROL HANDBOOK,PUBLLSIIED BY BUR DING NEWS,INC..LATEST EDITION
( i0'ANY PAVEMF'W TRAMC:STRIPING REMOVED OR OBLITERATED DUH TO
C07q'112,ACP0R/p RMITTEE OPERATIONS SHALL BE REPLACED BY THE
C ONTR.ACTORIPF.RMITI•EE IMMEDIATELY FOLLOWING FINAL PAVINGIPATCHING,TO TPE
SATISFACTION OF THE CTT"Y. THE CONTRAC TOR/PERtvLTT'TT:?E SHALL ALSO PROVLD$
TEMPORARY PAVEMENT MARIC NGS DURING CONSTRUCTION Wjj2q RBQUIRED BY THE
C ITV. ON CITY CONTRACTS THE CONTRACTOR SHALL,RFSTRIPE AS REQUIRED BY THE
( SPECIFICATION.
pi
1
i
€rrs
I
City of San Juan Capistrano
7
REVISIONS DARD
EXCAVATION AND RE SURFAC]NG PLAN N0.NO.
PL
STANDARD
-- _ Boa
6 f PPTi(1V£D BY CFI Y ENG WIT L]Ahl IJI iiLIBaR RC.E.31755 DA STiT b OF b
f
i
i
I
I
€
t
i
I
i
i
IF LESS
THAN 3' ' •�
REPLACE-M '•'�"
EXPANSION 1OIN'P
3'R,UN.
J I/B"z2"SAWCiII' �••� �
{
f IOOW (yTp}PLANS _ L` 31 MIN.
Y
..C� !F'IPSSTRAN3'
`v v RTPI.ACE TD
CONSTRUCTION
IP EMS THAN 3' •��" ;s.€ ORSAWED
REPLACE TO .' ONTPAMON
a NPARFS'T10INT 30I71T.
•/• I _
r.
&AW Cllr
D
3 ^
LL.) 031]QUE ANGLE
3'NWL SHALLaESQUARFn _ h,. , .�°
0
OFF YSC
R fIAL To N�THE 7 y n
p
6"MLV.
Ei•, Z F Q
MIN. O
f
=EXCAVATION AREA OF CO NCRETE PWT' iENT ` 0
TO BE SAWCUT AND REPLACED'
— =J/8•'x2"SAWCUT =SAWCUT 2"DEEP
�
1774
Iftl
of San Juan Capistrano °
R VISIONS STANDARDCONCRETE PAVEMENT PLAN NO.REPLACEMENT I.
715
sxr of z
t
t
l
SAW CUT 2-Dj PM11
T MIN
AREA OF CONC.R11MOVAL
b"MIN. 6•• �
I + EXCAVA"TION '
�� ~k�•,r„`. b«CtCr BASE �°''•`€":
EXIST.BASF
EXIST.CONCRETE
TYPICAL EXCAVATION SEMON
SEE NOTE 2
NOTES:
L CONCRETE FAV'E NT SHALT.Nax
THE Cd'I'Y ENGINEER. BE CUT WITHOUT PRIOR APPROVAL FROM
2, EXCAVATION SHALL ALSO CONFORM TO THE RFQLM-"vfP.N'TS OF STD.PLAN
NO-2L!2.
3, THE EXI'E,U OF REPAIR OF CONCRETE CUTS NOT SHOWN ON THIS
STANDARD C)Z OF CUTS MADE WITIM njREE FEET'OF EXISTING PATCHES,
j F CRACKS
S DETERIORATED SLABS SHALL BE DL-MRMLDIED I3X THE CEIY
4. ALL CONCRETE WORK SHALL CONFORM TO TAE CURRENT EDITION OF 7IIE
STANDARD SPECIFIC=ATIONS FOR PUBLIC WORKS C"ONSTRUCT"ION AND(M
OF SAN JUAN CAPISTRANO STANDARD!'LAMS.
E S. ALL TRANSVERSE AND LONGMMINAL IOIN T'S AND OUTER EDGES OF
PAVENUNT VAUCIi ARE PART OF THIS REPLACE CONCRETE SHAM.]BE
EDGED WITH AN ACCORDANCE W ITEDGING TI'X STANDARD PLANS,
OF 114"AND IN I(
6. RBPLACED CONCRETE THAT JOINS A SAWED?EDGE OF THE ECISI TNG
PAVEMENT SHALL BE TOOLED,
T REPLACED CONCRETE SHALL BE FINISHED TO THE SAME SURFACE TE CM
TE
AS THAT OF ADJACENT EXISTING CONCRETE.
8 B?HE LMHTS DETERMINED BY REb �CTI S fi g AND TINT TRAVf'LED WAX SIAL'
e� r
9. DOWELING MAY BE REQUIRED AS DIREC"' , BY THE CITY ENGINEER.
:
to.
ALL RE?.MO VAI S IN CROSS G �=
TJTI7 RS SHALL EXPANSION OR
WEASC.FsNED PLANTS JOL'�TS PER STD,PLAN NO.O.305,Q5.
City of San Juan. Capistrano
REVISIONS
CONCRETE PAVEMENT STANDARD
REPLACEMENT PLAN NO.
7120/95
lil��R�V}rT3 BY C1"IY�tE GIIVEER;W��.IAM 14..I3CJBEFt l:.C.E 31')6.5 DATP
SIM 2 OF 2
PROPOSAL_
ASPHALTICRACK SEAL.ISEAL. COAT MAINTENANCE AND REPAIR SERVICES
Frorl is
To the Honorable City Council
City of San Joan 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: Osident, Secretary, Treasurer,
and (Manager thereof.) Ha.r�j � ,� � -Svy,�;: �t
,Se
Date_{ la c-r__Aat_a6I`A
SIG ATURE OF CONTRACTOR
Marne: 'Ginp K(5(_6,-V
Title-
Company-
itle Company: �(Aq
Business Address: 3l -c V�a,rAuu
State Contractor's License #:_2,L9,-
E-mail: Ilr am
Telephone # 71L-HL t 1$5�
EXHIBIT 13
At'tEaa;hrtterit A
Jlitn' y O 'Muter,
Corporate Officers
.........
T. Maas, Jr., President, Treasurer 1312 E. Warner Avepue
phone, (734) 444-1851 _ Santa Ana, CA 92705
Daae T. Maas, CE®, ManagingOfficer �. .1312 E. Warner Avenue
tllpbozae. (714) 444-1851 Santa Ana, CA 92705!
Steve Kirschner, Vice President 1312 E. Warner Avenue �
._.plio n.e.- (71.4) 444-1.851 Santa Ana, CA 9270;'
Corey Kirschner, VPO 1.312 E. Warner Avenue
phone: (714 44) 4-1 351 _ Santa Ana, CA 92705
_
I-ristcn S. Paulino, Corporate Secretary W 131.2 E. Warner' Avenue
-W phone: (714) 444-1851 Santa Ana, CA 92705
PROPOSAL. — ASPHALT/CRACK SEAEISEAL. COAT
MAINTENANCE AND REPAIR SERVICES
Par --
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�e -_[&es set fo OW
Date (�>�...�� t16- r2,nI�#
SIGNATURE OF CONTRACTOR
Name:
Title: �Lice_ere_5i M+
Company:_-, ..� � �_
Business Address: Ml�
State Contractor's License #: aL6_5,2_
Telephone #� jq
Further, the undersigned Proposer certifies that he/she has thoroughly checked the
figures set forth in this proposal, that they are correct 'the best of his/Iet"'knowledge
and that they constitute his/her proposal for the w�# o t h e
SIG ATUR ., wFJeJ/,,s• �s�` _
Date_ C`� nr [�.;_rlil . .. ..___ E CO
NTRACTOR
Name: 5 ��.
Title:
Company: �
Business Address: 130 Ic�c �Jc �n� Y� li
State Contractor's License #: x1595,2
Telephone #
ASPHALTICRACK SEAUSEAL COAT MAINTENANCE AND REPAIR
PRICING- 2014 PROPOSER BID SHEET
Asphalt Work Normal Work Hours 7_3(i AIA TO j 30 PM
— — I 1 $ls_F_ytar_1 5L F y aLz SJs.F.year_3
..... _-
-cp
Remove and Replace Asphalt (4"thick)Less than 1M5. ,
Remove and Replace Asphalt (4"thick] i01 S.F.-250 S.F.
. __... .._,._
Remove and Replace Asphalt (4"thick) 25IS.F.-40US1. v'-
Remove
Remove and Replace Asphalt (4"thick)Over 400S.F. i
--_ —
Asphalt Work-Night Work Y S.F.mar I $LS�F_y ar2 j 5_F.year 3
..�71`
Remove and Replace Asphalt (4'thick)Less than 100S.F. '
Remove and Replace Asphalt (4"thick) 101 S.F.-2S0S.F.
Remove and Replace Asphalt (4"thick) 251S.F.-440S.F.
Remove and Replace Asphalt (4"thick)Over 400 S.F. �
Total 14 6W
Other 1FY Year i $jFt Year 2 $jFt Year 3�
Slurry Seal CO
Cra,k Seal L.F e
atSF, T -
REGULAR WDRK__:_HOURLY RATE �„ T. fHr In�Ifords
Hourly rate,per mart,per hour � � yve.
NIGHTWORK HOURLY RATE Far€nWords
-- -- ..�_. W..._._._ _...
Hourfy rate,per fnan,per hour,aftr r regular work hours
EMERGENCY._WORK HOUR � �(Hr In,Words
� r
Unit Price,per man,per hour For FirstTwp'tc?urs 7
Unit Price,per r;an,perhouir urEach FluirThere after f � � � � , 0`t
co N DATE SIGNATURE
Said amounts are to include and cover all taxes, the performing of all the labor requisite
or proper and the providing of all necessary machinery, tools, apparatus, materials and
other means of maintenance and repair services; also, the performance and completion
of all the work in the manner set forth, described and shown in the Specifications for the
work. Contractor will not be required to pay for permits on City projects.
It is anticipated that the chosen Proposer shall commence work on January 1, 2015.
(if an individual, so state. if a firm or co-partnership, state the firm name and give the
names of all individual co-partners composing the firm: President, Secretary, Treasurer,
and Manager thereof.) } Ctr
4 g H6-r per, Tv€cpaa` t Ul
Further, the undersigned proposer certifies that he/she has thoroughly checked the
figures set forth in this proposal, that they are correct to t best of his/her knowledge
and that they constitute his/her proposal for the war a -W out_here€ �;
Date n €r �'
SIGNATURE OF CONTRACTOR
Name:
Title: Vic,-. P�i��Cl ' —
Company: rr,- 4C.
Business Address:
State Contractor's License
Telephone # jlkj-4y -�g51
A.0 achraejit A
l(a1rjy e l-farper, Inc.
Corporate Officers
_..v._...__....._.
Fred T. Maas, Jr.. President. Treasurer 1312 E. Warner Avenue
lion+ 71 1 114.4-135 1. Santa Ana. C., 92705
Dan T. Maas, CEO, Managing Officer 13.12 E. Warner Avetme
_L)laon— (71L) 4,',4.-,1.85:1 Santa Ana, CA. 92705
Steve Kirschner, Vice President 1312 E. Warner Avenue
(714) 441_-18,51 Santa Ana, CA 9270.5
_ Cesre l irschracx, V1!B® 1.312 E. Warner Avenue
_ phone (714) 4,14-1851 Santa Ana. CN 92705
I risten S. Paulino, Corporate Secretary 1312 E. Warner Avenue
phone (714) 444-1851 _ �_ Santa Aria, CA 92-70' ._._
STATEMENT OF EXPERIENCE
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
FART OF QUOTATION,
1. List contracts of a similar type - either currently held or held within the past ten (10)
years.
PERIOD OF CONTACT NAME
3
CONTRACTE PUBLIC AND PHONE CONTRACT CONTRACT
FROMITO - AGENCYICOMPANY NUMBER - TYPE AMOUNT �
3 � ]
! i
i
E ]]
1
yy
I
Y
Date
SIGNATURE OF CONTRACTOR
Name: -
Title: � _
Company:_"ar A/)Y-ppr,._=Inc
Business Address: 31;a [
State Contractor's License #:,QIL5 _
Telephone #
Annuai Maintenanceon ra t
Attachment B
Lardy & Harrijer, Inc.
Ownerl Agency Contact Project
City of Diamond Bar Jorge Garcia Sidewalk, Curb & Gutter
21825 E. Copley Dr .garcia@diamondbarca.gov E $500,000.00
Diamond Bar, CA 97765 i (909)983-7046 ' 07113-06/16
City of Rancho Palos Ron Dragoo Annual Street �
Verdes rond@rpv.com Maintenance & Annual
30940 Hawthorne Blvd. (310)544-5252 Slide Repairs
Rancho Palos Verdes, $500,000.00
CA 90275 07112-06/15
E
E
City of Yorba Linda Armando Jaime J,Annual On-Call
P.O. Box 87014 (714)961-7100 3 Unit Pricing per Project
Yorba Linda, CA 92885 07/12-06115
I
City of Corona Dave Mundt I Annual Maintenance
735 Public Safety Way dave.mundt@ci.corona.ca.us $500,000.00
Corona, CA 92880 (951)23-3537 07/12-06/15
City of Long Beach Rachel Davis Annual Asphalt and
Water/Sewer (562)570-2393 Concrete Maintenance
Department $2,500,000.00
1800 E. Wardlow Rd. 03/14-03/17
Long Beach, CA 90807
ICity of Anaheim Greg Ortega Annual Master Service
200 Anaheim Blvd. (714)765-6935 Agreement
Anaheim, CA 92805 Unit Pricing per Project
07110-06115
,
.........._-__............
___-_ -
City of Irvine Reza Jafari Annual On-Call Asphalt
One Civic Center Plaza rjafari@6irvine ca.us Maintenance Services
i P.O. Box 19575 (949)724-7545 $639,141.OD
Irvine, CA 92623 06/12-06/15
MCE Corporation Karan Heaiy —fAn nual Asphalt
City of Bell khealy@mce-corp.com Ma intenance Contract
6515 Trinity Court (925)803-4111 06/13-07/15
Dublin, CA 94568
City of Bell
Saddleback Valley Thomas Finley Bid #11-01
Unified School District t.finley@svusd,org Asphalt Paving Concrete
25n3lPeter* Hartman (949)580-3255 Installation and Repair
Ala intenanc=e Re:feroicos
Attachmeant. 13
Owner/Agency Contact Project
County of Orange John Deari Annual Asphalt; Concrete
{ 1 750 S. Douglass Rd � (714) 955-0241. Pavement Maintenarwe
1
Anaheim, CA 92806 $ 1,450,000.00
City of Rancho Palos Verdes lion Dragoo Annual Roadway Maintenance
30940 Hawthorne .Blvd (310) 544-5366 $ 747;600.00
Rancho halos Verdes, CA
90275
hlacentia-Yorba .[...inch USD Rick Guadarrania Masonry/Eartlimovin.g/Grad.ing
1301. E. Oran.gethorpe Ave (714) 985-8440 Various Schools I
Macentia. CA 92870 1,150,000.00
City €}f Corona Dale Lesinslti Paving & Asphalt 'iMaint€nance
40€1 Vii. Vicente rive (951) 739-4820 125,000.00
Coro na, CA 92882
City of Mission Viejo � Chris llobin"(In � .Annual Routiiie Nlaintenan,,('
27204 E, La Paz lld (949) i 95-8483 Prograin for R (& ll A.,phal.t:
Mi.ssj'O i Viejo, CA 92692 Pavement
h
$ 751,044.00
I '.
Public Works References
2013/2014
Attachment B
kardy & Harper, Inc.
Owner/ Agency Contact Project (Amount &
Completion
Date)
City of Riverside Steve Howard Arterial Streets
3900 Main Street (951)826-5708 Maintenance
Riverside, CA 92552 $4,444.000.00 03/14
Minor Street Maintenance
Phase I
$1,543,000.00 04114
County of Riverside Trai Nguyen Murrieta Hot Springs Road
3525 14"' Street (951)961-5363 $1,305,000.00 04/14
Riverside, CA 92501 Estelle & Grant Street
Surfacing
$838,000.00 03/14
City of Westminster Tuan Pham Brookhurst St.
8200 Westminster Blvd. tpham@westminster-ca.gov $1,116,920.00 12/13
Westminster, CA 92683 (714)548-3456
...........- .................................... - ------- -
County of San Bernardino J.D. Gayman San Bernardino Ave.
825 East Third Street (909)387-7924 $115771000.00 06114
San Bernardino, CA 92415
Wagon Train Road
$202,000,00 05/14
Running Springs School
Road
$430,730.00 05/14
.......... . ....__ ... _._...... _. ... _ ... . _ - ;
City of Pasadena � Richard Yee Preventive Street
100 N. Garfield Ave_ [ (626)744-4643 Maintenance
Pasadena, CA 91109 $1,558,717.00 06/14
i
City of Perris Brad Brophy Mapes Road/Gilmore Road
101 North T Street (951)943-6504 $380,000.00 03114
Perris, CA 92570
City of La Mirada Gary Sanui Phase 3 Street Rehab
13700 La Mirada Blvd. gsanui@cityoflamirada.org $1,075,484.00 06/14
4a Mirada, CA 90638 (562) 943-0131
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.
x
�..
c:
Dated
SIGNATURE OF CONTRACTOR
Name: �!f& ]�3ir5r� Fr' _
Title: Vir� Ptpir�s� -
Company: karAj L4cari.` r.
Business Address:
62 M, MC6-
State Contractor's License #:� �
Telephone #
Attachment C
VEHICLE/EQU
CARS AND PICKUPS UNDER 1 TON
TRUCKS 1 TON PLUS
TRAILERS
EQUIPMENT
NO, DESCRIPTION
418 Ingersoll Air Crnprss P100
453 Leeboy Tack Dist Moll L250
459 HSI Solar Pwrd Arrow Board
461 Leeboy L250 Tack Pot
462 Wacker R55800 Wlk Bhnd Mir
464 Ingersoll 175 Skid Mnt Cmprsx
465 Ingersoll 175 Skid Mnt Cmprss
467 Pnumatic Tire Fork Lift
468 Ingersoll DD24 Vibratory Railer
473 Bradca Spreader Bar
476 Solar Arrowboard
481 Miller MC650 Curber Mold
483 Essick V30-3E Vibratory Roller
484 Essick V30-3E Vibratory Roller
485 Essick V30-3E Vibratory Roller
488 Indeco ME5553 Hammer
492 Amider Solar Arrowboard
497 Ingersoll Air Compressor P185
507 Case Rammer SL2
536 Von Arx Surface Clearing Toa[
537 Breezer Vibratory Plate
538 Breezer Paving Brkr-60 lbs.
539 Breezer Paving Brkr-90 lbs.
540 Multi Quip Vib.Plate -MVC90H
541 Multi Quip Vib_Plate-MVC90H
542 Bartell Gas Grinder
543 Electric Dry Vac,Mdl 0PRS0008
544 Bartell SP86-1 Conc,Planer
545 Bartell DPR2008 Dust Cllctr
547 Sweepster 58 72 Universal
548 Indeco MES 553 7501b Hmr
549 Meco 40 HP Saw,Moll M-40FI-26
550 86 Gregor Boat
551 Ingersoll OD32 Vibratory Roller
552 Ingersoll DD32 Vibratory Roller
553 B.K. SM210 5queege Machine
267r B.K. 5MT2000 Seal Coat Tank
555 Jahn Deere.644 Wheel Loader
556 Fermec Skiploader w!Hydr.Scrpr
557 Fermec Skiploader w/Hydr.Scrpr
558 Multi Quip Vib.Compressor-MQ90
539 John Deere 21OLE Wheel Ldr-4X4
564 Hamm Railer,Model MD090V
565 03 Meco Nissan 37 hp Saw
VEHICLE/ECRU
CARS AND PICKUP'S UNDER 1 TON
TRUCKS 1 TON PLUS
TRAILERS
EQUIPMENT
rN0 —. Dl;%"rxoN
566 Multiquip 4-5troke Rarnmer
567 Cedarapids CR552 Hot Mix Paver
568 Ingersoll Air Cmprss P185WTD
569 John Deere 21OLE Wheel Ldr-4704
571 Ingersoll Roller,Model D028HF
573 Slurry Tank with Aztec Trailer
574 Wanco Arrowboard#6
575 John Deere 21OLE Landscape Loader
576 John Deere 4106 Backhoe Wheel Loader
577 Caterpillar Skid Steer,Model#2488
578 Solar Arrowboard#5-182
579 Arrowboard
5801 Arrowboard
581 John Deere 21OLE Landscape Loader
582 John Deere 21OLE Landscape Loader
583 John Deere 21CLE Wheel Ldr-4X4
584 Slurry Tank with Axle
585 Hammeroc Mdl HR 60 Hydraulic Brkr(Sr
586 John Deere 5525 4WD Cab Tractor
587 450 Skid Steer Loaner
588 Ingersoll Rand DD-90HF
589 Ingersoll D030 Vibratory Roller
590 Ingersoll 0D30 Vibratory Roller
591 ZZ 24"Cold Planer
592 Sweeper Attachment(Broom)
593 Ingersoll Rand DD24 Vibratory Roller
594 John Deere 210 LE Landscape Loader
595 Ingersoll Rand DD24 Vibratory Roller
596 Ingersoll Rand DD24 Vibratory Roller
597 Ingersoll Rand DD90HF Rafter
598 Ingersoll Rand 001I8 Vibratory Roller
599 Wanco Solar Arrowboard#18
600 Wanco Solar Arrowboard#24
601 Wanco Solar Arrowboard#45
602 Wanco Solar Arrowboord#61
603 Wanco Solar Arrowboard#30
604 Wanco Solar Arrowboard#39
605 Wanco Solar Arrowboard#06
606 Leeboy Paver 8500
607 2009 Cedarapids 552 Spreader
608 09 Caterpillar Skid Steer Loader,
609 2010$300 Bobcat Skid-Steer Loader
610 Caterpillar Cold Planer 55L PC205
611 Volvo bD24 Roller
LIST OF SUBCONTRACTORSfVENDORS
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
PART OF QUOTATION,
Name Address Pune Type of Work
1"7
6vu to
NATURE OF CONTRACTOR
Name: .r l P 4i -4 - _.
Title: Vice &sirinn
Company:
Business Address: 11a Facet- lnr�n��r�v1u�
State Contractor's License #:-4�15qf�2
Telephone # - IS5
CERTIFICATION OF COMPLIANCE
STATE OF CALIFORNIA PREVAILING WAGE LAW REQUIREMENTS
The CITY has been advised that the Prevailing Wages Law applies to the work.
CONTRACTOR shall be responsible for CONTRACTOR's compliance in ail respects
with the prevailing wage rates to all the laborers involved, and with California Labor
Code Section 1770 et seq., including the keeping of all records required by the
provisions of Labor Cade Section 1776 and the implementing administrative regulations.
The CITY" shall be a third party beneficiary of the forgoing covenant with rights to
enforce the same as against the CONTRACTOR.
1, v understand that I shall be
responsible for compliance in all respects with the prevailing wage rates to all the
laborers involved, and with California Labor Code Section 1770 et seq., including the
keeping of records required by the provisions of Lab r/Code Section 1 and with
implementation of administrative regulations. r ,
Date Oe}� r.
SIGNATURE OF CONTRACTOR
Name: 5 v t_..IFi i . .._....
Title.
Company: &j."n,D - T—Y, .__.____
Business Address: t,3 y; F,a-i+)6�yevlttr
State Contractor's License
Telephone # -70A_L� —1$_5�...___� __.