05-0816_SOUTHLAND CONSTRUCTION_Contract !}1
RECORDING REQUESTED •,
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Recorded in Official Records, Orange County
AND WHEN RECORDED, MAIL TO: Tom Daly, Clerk-Recorder
Margaret R. Monahan, City Clerk
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City of San Juan Capistrano 2006000051174 09:55am 01124106
32400 Paseo Adelanto 213 148 N12 1
San Juan Capistrano, CA 92675 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Exempt from Recording Fees:
Gov Code 27383 & 6103
City of San Juan Capistrano
This Space for Recorder's Use Only
4l
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City of San Juan r
Capistrano to Southland Construction, 3943 Irvine Blvd #40, Irvine, CA 92602 for the Rancho
Viejo Slope Repair Project.
That said work was completed on December 6, 2005, by said company according to plans and
specifications and to the satisfaction of the Engineer of Record, and that said work was accepted
by the City Council of the City of San Juan Capistrano, as the owner, 32400 Paseo Adelanto, San
Juan Capistrano, California 92675, at a regular meeting thereof held on the 170i day of January,
2006, by Resolution No. 06-01-17-04.
That upon said contract, the Indemnity Company of California was surety for the bonds given by
the said company as required by law.
Dated at San Juan Capistrano, California, this 17'h day of Janu ry 2006.- /
arg ret R. Monahan, City Clerk
ity o San Juan Capistrano
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.
CITY OF SAN JUAN CAPISTRANO )
I, MARGARET R. MONAHAN, the duly appointed and qualified City Clerk of the City
Council of the City of San Juan Capistrano, California, DO HEREBY CERTIFY, under penalty of
perjury that the foregoing Notice of Completion was duly and regularly ordered to be recorded in
the Office of the Orange County Recorder by said City Clerk.
Dated at San Juan Capistrano this 17th day of January 2006 n
Ma aret R. Monahan, City Clerk
Cit of San Juan Capistrano
/ , r
CONSTRUCTION CONTRACT
For
RANCH VIEJO SLOPE REPAIR PROJECT
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THIS CONTRACT is made and entered into, to be effective, this day of
2005, by and between the CITY OF SAN JUAN
CAPISTRANO, hereinafter referred to as "City," and SOUTHLAND CONSTRUCTION,
hereinafter referred to as "Contractor."
City and Contractor mutually agree as follows:
Section 1. General Conditions.
Contractor certifies and agrees that all the terms, conditions and obligations of
the Contract Documents as hereinafter defined, the location of the job site, and the
conditions under which the work is to be performed have been thoroughly reviewed, and
enters into this Contract based upon Contractor's investigation of all such matters and is
in no way relying upon any opinions or representations of City. It is agreed that this
Contract represents the entire agreement between the parties. It is further agreed that
the Contract Documents including the Notice Inviting Bids, Special Instructions to
Bidders, if any, and Contractor's Proposal are incorporated in this Contract by
reference, with the same force and effect as if the same were set forth at length herein,
and that Contractor and its subcontractors, if any, will be and are bound by any and all
of said Contract Documents insofar as they relate in any part or in any way, directly or
indirectly, to the work covered by this Contract.
"Project" as used herein defines the entire scope of the work covered by all the
Contract Documents. Anything mentioned in the Specifications and not indicated in the
Plans, or indicated in the Plans and not mentioned in the Specifications, shall be of like
effect as if indicated and mentioned in both. In case of discrepancy in the Plans or
Specifications, the matter shall be immediately submitted to City's Engineer, without
whose decision Contractor shall not adjust said discrepancy save only at Contractor's
CITY OF SAN JUAN CAPISTRANO AGREEMENT
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own risk and expense. The decision of the Engineer shall be final.
Section 2. Materials and Labor.
Contractor shall furnish, under the conditions expressed in the Plans and
Specifications, at Contractor's own expense, all labor and materials necessary, except
such as are mentioned in the Specifications to be furnished by the City, to construct and
complete the Project, in good workmanlike and substantial order. If Contractor fails to
pay for labor or materials when due, City may settle such claims by making demand
upon the surety to this Contract. In the event of the failure or refusal of the surety to
satisfy said claims, City may settle them directly and deduct the amount of payments
from the Contract price and any amounts due to Contractor. In the event City receives
a stop notice from any laborer or material supplier alleging non-payment by Contractor,
City shall be entitled to deduct all of its costs and expenses incurred relating thereto,
including but not limited to administrative and legal fees.
Section 3. Description of Project.
The Project is described as: Rancho Viejo Slope Repair as delineated in the
Plans and Specifications prepared by Toal Engineering, dated May, 2005. Work to
include installation of a surface and sub-surface drainage system at the top of an
existing slope on the east side of Rancho Viejo Road at the intersection of Spotted Bull
Lane.
Section 4. Plans and Specifications.
The work to be done is shown in a set of detailed Plans and Specifications
entitled:
Rancho Viejo Slope Repair
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-z
Said Plans and Specifications and any revisions, amendments or addenda
thereto are attached hereto and incorporated herein as part of this Contract and referred
to by reference.
Section 5. Time of Commencement and Completion.
Contractor agrees to commence the Project within ten (10) calendar days from
the date set forth in the "Notice to Proceed" sent by City and shall diligently prosecute
the work to completion within twenty-one (21) calendar days from the date of the "Notice
to Proceed" issued by the City excluding delays caused or authorized by the City as set
forth in Sections 7, 8 and 9 hereof.
Section 6. Time is of the Essence.
Time is of the essence of this Contract. As required by the Contract Documents,
Contractor shall prepare and obtain approval of all shop drawings, details and samples,
and do all other things necessary and incidental to the prosecution of Contractor's work
in conformance with an approved construction progress schedule. Contractor shall
coordinate the work covered by this Contract with that of all other Contractors,
subcontractors and of the City, in a manner that will facilitate the efficient completion of
the entire work in accordance with Section 5 herein. City shall have complete control of
the premises on which the work is to be performed and shall have the right to decide the
time or order in which the various portions of the work shall be installed or the priority of
the work of other subcontractors, and, in general, all matters representing the timely and
orderly conduct of the work of Contractor on the premises.
Section 7. Excusable Delays.
Contractor shall be excused for any delay in the prosecution or completion of the
Project caused by acts of God; inclement weather; damages caused by fire or other
casualty for which Contractor is not responsible; any act, neglect or default of City;
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RANCHO VIEJO SLOPE REPAIR g_3
failure of City to make timely payments to Contractor; late delivery of materials required
by this Contract to be furnished by City; combined action of the workers in no way
caused by or resulting from default or collusion on the part of Contractor; a lockout by
City; or any other delays unforeseen by Contractor and beyond Contractor's reasonable
control.
City shall extend the time fixed in Section 5 for completion of the Project by the
number of days Contractor has thus been delayed, provided that Contractor presents a
written request to City for such time extension within fifteen (15) days of the
commencement of such delay and City finds that the delay is justified. City's decision
will be conclusive on the parties to this Contract. Failure to file such request within the
time allowed shall be deemed a waiver of the claim by Contractor.
No claims by Contractor for additional compensation or damages for delays will
be allowed unless Contractor satisfies City that such delays were unavoidable and not
the result of any action or inaction of Contractor and that Contractor took all available
measures to mitigate such damages. Extensions of time and extra compensation as a
result of incurring undisclosed utilities will be determined in accordance with Section C-
9(f) of the General Provisions. The City's decision will be conclusive on all parties to
this Contract.
Section 8. Extra Work.
The Contract price includes compensation for all work performed by Contractor,
unless Contractor obtains a written change order signed by a designated representative
of City specifying the exact nature of the extra work and the amount of extra
compensation to be paid all as more particularly set forth in Section 9 hereof.
City shall extend the time fixed in Section 5 for completion of the Project by the
number of days reasonably required for Contractor to perform the extra work, as
determined by City's Engineer. The decision of the Engineer shall be final.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
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Section 9. Changes in Project.
A. City may at any time, without notice to any surety, by written order
designated or indicated to be a change order, make any change in the work within the
general scope of the Contract, including but not limited to changes:
1) in the Specifications (including drawings and designs);
2) in the time, method or manner of performance of the work;
3) in the City-furnished facilities, equipment, materials, services or
site; or
4) directing acceleration in the performance of the work.
B. A change order shall also be any other written order (including direction,
instruction, interpretation or determination) from the City which causes any change,
provided Contractor gives the City written notice stating the date, circumstances and
source of the order and that Contractor regards the order as a change order.
C. Except as provided in this Section 9, no order, statement or conduct of the
City or its representatives shall be treated as a change under this Section 9 or entitle
Contractor to an equitable adjustment.
D. If any change under this Section 9 causes an increase or decrease in
Contractor's actual, direct cost or the time required to perform any part of the work
under this Contract, whether or not changed by any order, the City shall make an
equitable adjustment and modify the Contract in writing. Except for claims based on
defective specifications, no claim for any change under paragraph (B) above shall be
allowed for any costs incurred more than twenty (20) days before the Contractor gives
written notice as required in paragraph (B). In the case of defective specifications for
which the City is responsible, the equitable adjustment shall include any increased
direct cost Contractor reasonably incurred in attempting to comply with those defective
specifications.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
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E. If Contractor intends to assert a claim for an equitable adjustment under
this Section 9, it must, within thirty (30) days after receipt of a written change order
under paragraph (A) or the furnishing of a written notice under paragraph (B), submit a
written statement to the City setting forth the general nature and monetary extent of
such claim. The City may extend the thirty (30) day period. Contractor may include the
statement of claim in the notice under paragraph (B) of this Section 9.
F. No claim by Contractor for an equitable adjustment shall be allowed if
made after final payment under this Agreement.
G. Contractor hereby agrees to make any and all changes, furnish the
materials and perform the work that City may require without nullifying this Contract.
Contractor shall adhere strictly to the Plans and Specifications, unless a change
therefrom is authorized in writing by the City. Under no condition shall Contractor make
any changes to the Project, either in additions or deductions, without the written order of
the City and the City shall not pay for any extra charges made by Contractor that have
not been agreed upon in advance in writing by the City. Contractor shall submit
immediately to the City written copies of its firm's cost or credit proposal for change in
the work. Disputed work shall be performed as ordered in writing by the City and the
proper cost or credit breakdowns therefore shall be submitted without delay by
Contractor to City.
H. If in the opinion of the City's Engineer, it is in the City's best interest and it
is deemed necessary to proceed with a required change in the Contract Documents,
and time precludes submittal of the Contractor's proposal or, thorough analysis of the
Contractor's proposal, or the parties fail to reach an agreement, the City may order the
Contractor to proceed (Proceed Order) on the basis of a tentative, not to exceed price
based on the best estimate available at the time, with the firm price and time impact to
be determined later. If a Proceed Order is issued, the Contractor shall submit his
proposal for the changes in the work within 7 calendar days of the Proceed Order, and a
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-6
Change Order shall be negotiated and fully executed within 30 calendar days of the
Proceed Order.
Section 10. Liquidated Damages for Delay.
The parties agree that if the total work called for under this Contract, in all parts
and requirements, is not completed within the time specified in Section 5 plus the
allowance made for delays or extensions authorized under Sections 7, 8 and 9, the City
will sustain damage, which would be extremely difficult and impracticable to ascertain.
The parties therefore agree that Contractor will pay to City the sum of Two Hundred
Dollars ($200) per day, as liquidated damages, and not as a penalty, for each and every
calendar day during which completion of the Project is so delayed.
Contractor agrees to pay such liquidated damages and further agrees that City
may offset the amount of liquidated damages from any monies due or that may become
due Contractor under this Contract.
Section 11. Contract Price and Method of Pavment.
City agrees to pay and Contractor agrees to accept as full consideration for the
faithful performance of this Contract, subject to any subsequent additions or deductions
as provided in approved change orders, the sum of Seventy-Six Thousand One
Hundred Dollars and Zero Cents ($ 76,100.00) as itemized on the attached Exhibit "A."
Within thirty (30) days from the commencement of work, there shall be paid to
the Contractor a sum equal to ninety percent (90%) of the value of the actual work
completed plus a like percentage of the value of material suitably stored at the worksite,
treatment plant or approved storage yards subject to or under the control of the City,
since the commencement of the work as determined by the City. Thereafter, on a
schedule issued by the City at the commencement of the job which shows a minimum of
one payment made to the Contractor per month for each successive month as the work
progresses and the request for payment due dates from the Contractor to meet the
payment schedule, the Contractor shall be paid such sum as will bring the total
CITY OF SAN JUAN CAPISTRANO AGREEMENT
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payments received since the commencement of the work up to ninety percent (90%) of
the value of the work completed since the commencement of work as determined by the
City, less all previous payments, provided that the Contractor submits the request for
payment prior to the end of the day required to meet the payment schedule. The City
will retain ten percent (10%) of each approved progress payment until the Work is fifty
percent (50%) complete. Then, the City may at its option suspend further retainage
until the final progress payment. The City reserves the right to reinstate up to ten
percent (10%) retainage of the total of the Work if the City determines, at its discretion,
that the Contractor is not performing the Work satisfactorily, or there is other specific
cause for such retainage.
Payments shall be made on demands drawn in the manner required by law,
accompanied by a certificate signed by the City's Engineer, stating that the work for
which payment is demanded has been performed in accordance with the terms of the
Contract, and that the amount stated in the certificate is due under the terms of the
Contract. Partial payments on the Contract price shall not be considered as an
acceptance of any part of the work.
Section 12. Substitution of Securities in Lieu of Retention of Funds.
Pursuant to Public Contract Code Section 22300 et seq., the Contractor will be
entitled to post approved securities with the City or an approved financial institution in
order to have the City release funds retained by the City to insure performance of the
Contract. Contractor shall be required to execute an addendum to this Contract
together with escrow instructions and any other documents in order to effect this
substitution.
Section 13. Completion.
Within ten (10) days after the contract completion date of the Project, Contractor
shall file with the City's Engineer its affidavit stating that all workers and persons
employed, all firms supplying materials, and all subcontractors upon the Project have
CITY OF SAN JUAN CAPISTRANO AGREEMENT
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been paid in full, and that there are no claims outstanding against the Project for either
labor or material, except those certain items, if any, to be set forth in an affidavit
covering disputed claims, or items in connection with Stop Notices which have been
filed under the provisions of the statutes of the State of California. City may require
affidavits or certificates of payment and/or releases from any subcontractor, laborer or
material supplier.
Section 14. Contractor's Employees' Compensation.
A. Davis-Bacon Act:
Contractor will pay and will require all subcontractors to pay all employees on
said Project a salary or wage at least equal to the prevailing rate of per diem wages as
determined by the Secretary of Labor in accordance with the Davis-Bacon Act for each
craft or type of worker needed to perform the Contract.
The provisions of the Davis-Bacon Act shall apply only if the Contract is in
excess of Two Thousand Dollars ($2,000.00) or when twenty-five percent (25%) or
more of the Contract is funded by federal assistance. If the aforesaid conditions are
met, a copy of the provisions of the Davis-Bacon Act to be complied with are
incorporated herein as a part of this Contract and referred to by reference.
B. General Prevailing Rate:
City has ascertained from the State of California Director of Industrial Relations
the general prevailing rate of per diem wages and the general prevailing rate for legal
holiday and overtime work in the locality in which the work is to be performed for each
craft or type of work needed to execute this Contract, and copies of the same are on file
in the Office of the Engineer of City. The Contractor agrees that not less than said
prevailing rates shall be paid to workers employed on this public works contract as
required by Labor Code Section 1774 of the State of California.
C. Forfeiture For Violation:
CITY OF SAN JUAN CAPISTRANO AGREEMENT
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Contractor shall, as a penalty to the City, forfeit Fifty Dollars ($50.00) for each
calendar day or portion thereof for each worker paid (either by the Contractor or any
subcontractor under it) less than the prevailing rate of per diem wages as set by the
Director of Industrial Relations, in accordance with Sections 1770-1780 of the California
Labor Code for the work provided for in this Contract, all in accordance with Section
1775 of the Labor Code of the State of California.
D. Travel and Subsistence Pay:
Section 1773.8 of the Labor Code of the State of California, regarding the
payment of travel and subsistence payments, is applicable to this Contract and
Contractor shall comply therewith.
E. Apprentices:
Section 1777.5, 1777.6 and 1777.7 of the Labor Code of the State of California,
regarding the employment of apprentices, is applicable to this Contract and the
Contractor shall comply therewith if the prime contract involves Thirty Thousand Dollars
($30,000.00) or more or twenty (20) working days, or more; or if contracts of specialty
Contractors not bidding for work through the general or prime Contractor are Two
Thousand Dollars ($2,000.00) or more or five (5) working days or more.
F. Workdav:
In the performance of this Contract, not more than eight (8) hours shall constitute
a day's work, and Contractor shall not require more than eight (8) hours of labor in a day
from any person employed by him hereunder except as provided in paragraph (B)
above. Contractor shall conform to Article 3, Chapter 1, Part 7 (Sections 1810 et seg.)
of the Labor Code of the State of California and shall forfeit to the City as a penalty, the
sum of Twenty-five Dollars ($25.00) for each worker employed in the execution of this
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Contract by Contractor or any subcontractor for each calendar day during which any
worker is required or permitted to labor more than eight (8) hours in any one calendar
day and forty (40) hours in any one week in violation of said Article. Contractor shall
keep an accurate record showing the name and actual hours worked each calendar day
and each calendar week by each worker employed by Contractor in connection with the
Project.
G. Record of Wages; Inspection:
Contractor agrees to maintain accurate payroll records showing the name,
address, social security number, work classification, straight-time and overtime hours
worked each day and week, and the actual per diem wages paid to each journeyman,
apprentice, worker or other employee employed by it in connection with the Project and
agrees to require that each of its subcontractors does the same. All payroll records
shall be certified as accurate by the applicable Contractor or subcontractor or its agent
having authority over such matters. Contractor further agrees that its payroll records
and those of its subcontractors shall be available to the employee or employee's
representative, the Division of Labor Standards Enforcement, and the Division of
Apprenticeship Standards and shall comply with all of the provisions of Labor Code
Section 1776, in general.
Section 15. Surety Bonds.
Contractor shall, before entering upon the performance of this Contract, furnish
bonds approved by the City Counsel -- one in the amount of one hundred percent
(100%) of the Contract price bid, to guarantee the faithful performance of the work, and
the other in the amount of one hundred percent (100%) of the Contract price bid to
guarantee payment of all claims for labor and materials furnished. This Contract shall
not become effective until such bonds are supplied to and approved by the City.
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Section 16. Insurance.
A. Contractor is also aware of the provisions of Section 3700 of the Labor
Code, which requires every employer to be insured against liability for Workers'
Compensation or undertake self-insurance in accordance with the provisions of that
Code and will comply with such provisions before commencing the performance of the
work of this Contract.
B. Contractor and all subcontractors will carry workers' compensation
insurance for the protection of its employees during the progress of the work. The
insurer shall waive its rights of subrogation against City, its officers, agents and
employees and shall issue a certificate to the policy evidencing same.
C. Contractor shall at all times carry, on all operations hereunder, bodily
injury, including death, and property damage liability insurance, including automotive
operations, bodily injury and property damage coverage. All insurance coverage shall
be in amounts specified by City in the Insurance Requirements and shall be evidenced
by the issuance of a certificate in a form prescribed by the City and shall be
underwritten by insurance companies satisfactory to City for all operations, subcontract
work, contractual obligations, product or completed operations, all owned vehicles and
non-owned vehicles. Said insurance coverage obtained by the Contractor, excepting
workers' compensation coverage, shall name the City, its Directors, Officers, Agents,
Employees, Engineers, and Consultants for this contract, and all public agencies from
whom permits will be obtained and their Directors, Officers, Agents and Employees, as
determined by the City, as additional insureds on said policies.
D. Before Contractor performs any work at, or prepares or delivers materials
to, the site of construction, Contractor shall furnish certificates of insurance evidencing
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-12
the foregoing insurance coverages and such certificates shall provide the name and
policy number of each carrier and policy and that the insurance is in force and will not
be canceled without thirty (30) days' written notice to City.
Contractor shall maintain all of the foregoing insurance coverages in force until
the work under this Contract is fully completed. The requirement for carrying the
foregoing insurance shall not derogate from the provisions for indemnification of City by
Contractor under Section 17 of this Contract. Notwithstanding nor diminishing the
obligations of Contractor with respect to the foregoing, Contractor shall subscribe for
and maintain in full force and effect during the life of this Contract, the following
insurance in amounts not less than the amounts specified and issued by a company
admitted in California and having a Best's Guide Rating of A-Class VII or better:
Workers Compensation In accordance with the Workers
Compensation Act of the State of
California -- Minimum of
$1,000,000
Public Liability, in the form of
either Comprehensive General $1,000,000, per occurrence, or
Liability or Commercial General alternatively,
Liability written on a per-occurrence $1,000,000 aggregate, separate
basis for this project.
Automobile liability, including $1,000,000 per occurrence
non-owned and hired vehicles
City or its representatives shall at all times have the right to inspect and receive
the original or a certified copy of all said policies of insurance, including certificates.
Contractor shall pay the premiums on the insurance hereinabove required.
Section 17. Risk and Indemnification.
All work covered by this Contract done at the site of construction or in preparing
or delivering materials to the site shall be at the risk of Contractor alone. Contractor
agrees to save, indemnify and keep City, its Directors, Officers, Agents, Employees,
Engineers, and Consultants for this Contract, and all public agencies from whom
CITY OF SAN JUAN CAPISTRANO AGREEMENT
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permits will be obtained and their Directors, Officers, Agents and Employees harmless
against any and all liability, claims, judgments, costs and demands, including demands
arising from injuries or death of persons (Contractors' employees included) and damage
to property, arising directly or indirectly out of the obligations herein undertaken or out of
the operations conducted by Contractor, save and except claims or litigation arising
through the sole negligence or sole willful misconduct of City, and will make good to and
reimburse City for any expenditures, including reasonable attorneys' fees City may incur
by reason of such matters, and if requested by City, will defend any such suits at the
sole cost and expense of Contractor.
Section 18. Stop Notice Administration.
City reserves the right to charge Contractor for City's actual administrative time
(including attorney's time) to administer and process stop notices filed by Contractor's
subcontractors, materialmen, or any other claimant or lienholder.
Section 19. Termination.
A. This Contract may be terminated in whole or in part in writing by either
party in the event of substantial failure by the other party to fulfill its obligations under
this Contract through no fault of the terminating party, provided that no termination may
be effected unless the other party is given: (1) not less than ten (10) calendar days'
written notice (delivered by certified mail, return receipt requested) of intent to terminate,
and (2) an opportunity for consultation with the terminating party prior to termination.
B. This Contract may be terminated in whole or in part in writing by the City
for its convenience, provided that the Contractor is given (1) not less than ten (10)
calendar days' written notice (delivered by certified mail, return receipt requested) of
intent to terminate, and (2) an opportunity for consultation with the terminating party
prior to termination.
C. If termination for default or convenience is effected by the City, an
equitable adjustment in the price provided for in this Contract shall be made, but (1) no
amount shall be allowed for anticipated profit on unperformed services or other work,
and (2) any payment due to the Contractor at the time of termination may be adjusted to
cover any additional costs to the City because of the Contractor's default. If termination
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for default is effected by the Contractor, the equitable adjustment shall include a
reasonable profit for services or other work performed, but no adjustment will be
allowed for anticipated profits. The equitable adjustment for any termination shall
provide for payment to the Contractor for services rendered and expenses incurred prior
to the termination, in addition to termination settlement costs reasonably incurred by the
Contractor relating to commitments which had become firm prior to the termination.
D. Upon receipt of a termination action under paragraphs (A) or (B) above,
the Contractor shall (1) promptly discontinue all affected work (unless the notice directs
otherwise), and (2) deliver or otherwise make available to the City all data, drawings,
specifications, reports, estimates, summaries and such other information and materials
as may have been accumulated by the Contractor in performing this Contract whether
completed or in process.
E. Upon termination under paragraphs (A) or (B) above, the City may take
over the work and may award another party an agreement to complete the work under
this Contract.
Contractor agrees to perform all work under this Contract in accordance with the City's
designs, drawings and specifications. The Contractor guarantees for a period of at least
one (1) year from the date of substantial completion of the work that the completed work
is free from all defects due to faulty materials, equipment or workmanship and that he
shall promptly make whatever adjustments or corrections which may be necessary to
cure any defects, including repairs of any damage to other parts of the system resulting
from such defects. The City shall promptly give notice to the Contractor of observed
defects. In the event that the Contractor fails to make adjustments, repairs, corrections
or other work made necessary by such defects, the City may do so and charge the
Contractor the cost incurred. The performance bond shall remain in full force and effect
through the guarantee period.
The Contractor's obligations under this clause are in addition to the Contractor's
CITY OF SAN JUAN CAPISTRANO AGREEMENT
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other express or implied assurances under this Contract or state law and in no way
diminish any other rights that the City may have against the Contractor for faulty
materials, equipment or work.
Section 20. Assignment.
No assignment by the Contractor of this Contract or any part hereof, or of funds
to be received hereunder, will be recognized by the City unless such assignment has
had prior written approval and consent of the City and the surety.
Section 21. Attorneys' Fees.
If any action at law or in equity is necessary to enforce or interpret the terms of
this Contract, the prevailing party shall be entitled to reasonable attorneys' fees, costs
and necessary disbursements in addition to any other relief to which it may be entitled.
If any action is brought against the Contractor or any subcontractor to enforce a Stop
Notice or Notice to Withhold, which names the City as a party to said action, the City
shall be entitled to reasonable attorneys' fees, costs and necessary disbursements
arising out of the defense of such action by the City. The City shall be entitled to deduct
its costs for any Stop Notice filed, whether court action is involved or not.
Section 22. Resolution of Disputes.
The City and the Contractor shall comply with the revisions of California Public
Contracts Code Section 20104, et seg., regarding resolution of construction claims for
any claims which arise between the Contractor and the City.
Section 23. Notices.
Any notice required or permitted under this Contract may be given by ordinary
mail at the address set forth below. Any party whose address changes shall notify the
other party in writing.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-16
To City: City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Director of Public Works
To Contractor: Ray Mohamedi
SOUTHLAND CONSTRUCTION
3943 Irvine Boulevard Suite 40
Irvine, CA, 92602
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-17
IN WITNESS WHEREOF, the parties hereto have executed this Construction
Contract as of the date first hereinabove written.
CITY OF SAN JUAN CAPISTR/ANO
By: Llt�`
Mayor,#yatt Hart
CONTRACTOR ,
By:v/NTt1 G
ATTEST:
By: G
rgaret R. Monahan, City Clerk
APPROVED A"O F ISA:
By:
John R. Shaw Attorney
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-18
BID
This is page one of EXHIBIT A,referred to in
made and a part of the AGREEMENT
between the OWNER and the
CONTRACTOR
BID TO: CRY OF SAN JUAN CAPISTRANO
The undersigned Bidder proposes and agrees,if this Bid is accepted,to enterinto an Agreement with the City in the form
included in the Contract Documents(as defined in Article 4 of the Agreement)to perform the Work as specified or
indicated in said Contract OOcuments entitled'.
RANCHO MEJO SLOPE REPAIR
Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice
Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security.
This Bid will remain open for the period stated in the Notice Inviting Bids,unless otherwise required by law. Bidder will
enter into an Agreement whhin the time and in Me manner required in the Instructions to Bidders,and will furnish the
insurance certificates,Payment Bond,Performance Bond,and all Permits required by the Contract Documents.
Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby
acknowledged):
r �
Number .( Date
Number - Date
Number Date
Number Date
Bidder has familiarized itsett with the nature and extent of the Contract Documents,the Work,the site,the locality where
the Work is to be performed,the legal requirements(federal,slate,and local laws,ordinances,rules,and regulations),
and the conditions affecting cost,progress,or performance ofthe Work,and has made such independent investigations
as Bidder deems necessary.
In conformance with the current statutory requirements of California Labor Cade Section 1860,at seq.,the undersigned
confirms the following as its certification:
I.am aware Mtge pcovisiuns M Sattion 3790 of the Labor Code,which requite every employer tO be insured
against liability for workers compensation,or to undertake self-insurance In accordance with the provisions,
before commencing the performance of the Work of this Contract
To all the foregoing,and Including all Bid Schedule(s),List of Subcontractors,Non-collusion Affidavit.Bidders General
Information.and Bid Bond wnlained in these Bid Forms,said Bidder further agrees to complete the Work required under
the Contract Documenls within the Contract Time stipulated in said Contract Documents,and to accept in full payment
therefor the Contract Price based on the Lump Sum Or Unit Bid Pnce(s) named in the aforementioned Bidding
Schedule(IF) 3 p 5'0iC�r�y)
Dated: b Bidder:
I
By:
�! /(Signature)
Title: `'�
FORM Joao BID (PROPOSALI
iFRU zom "'0 BID FORMS- PAGE t
06/15/2005 00:46 94933955 CITY OF SJC • PAGE 03/03
is Paga 2 of Exhibit A"ratartad to in and made part of the Agreement between the Owner and the
ontrector
BID SCHEDULE
RANCHO VIEJO SLOPE REPAIR
ESTIMATED UNR
ITEM DESCRIPTION QUANTDY UMT COST AMOUNT
1 General CaWitiors 1 LS
2 Hoehn ComreuDust Control LS /U �J�� / ` � �•
r.+'p
3 Exeavetfon and Export 130 CY /00
4 `OrdinS m 100 LF � G
5 Drain System 500 LF
6 6"Drain Systcm 210 LF O G
7 Concrete v-Ditch 420 LF "! r' 6 c'
a Can wilt inr h Junction Shuc;Wre z 1 EA I
r.,
9 Storm Drain Clean Out S FA
10 Slope Anchors 10 FA
S Z� O
11 Remove I on Lirhas 400 LF C�
12 blurry Baddlll 170
Toth / �� • � r' U
Name of Bidder or Firm
Unit Pnoe Bid SMadule
Bid Forms-Page 2
ATTACHMENTt
• ate„ •
32400 PASEO AOELANTO �� f� � MEMBERS OF THE CITU COUNCIL
SAN JUAN CAPISTRANO,CA 92675 1i IIL�'
(949)493-1171 ,/,y SAMO
(949)493-1053 FAX L9 I m[i11oAAlU DIANEE BATHATHGATE
FS 1776 1 )96) JOEVVYATT
SOTART
wwwsanjuancapistrano.org 1776
JOE SOTO
DAVID M.SWERDLIN
February 2, 2006
Southland Construction
3943 Irvine Blvd. #40
Irvine, CA 92602
Attention: Ray Mohamedi
Re: Rancho Viejo Slope Repair
Dear Mr. Mohamedi:
At their meeting of January 17, 2006, the City Council of the City of San Juan Capistrano
adopted Resolution 06-01-17-04 accepting the work as completed for the Rancho Viejo
Slope Repair.
A copy of the recorded Notice of Completion is enclosed for you records.
The retention will be payable upon 35 days from recording of the Notice of Completion.
The Notice was recorded on January 24, 2006; therefore, the final payment in the amount
of $6,414.00 may be released on February 28, 2006.
If you have any q tions, please do not hesitate to call.
Ve yo
l -
M evara, Acting Deputy City Clerk
cc: Peter Salgado, Senior Civil Engineer
Amy Amirani, Public Works Director
Dottie Shaw, Accounting Clerk
San Juan Capistrano: Preserving the Past to Enhance the Future
�, Printetl on recycled paper
32400 PASEO ADELANTO A MEMBERS OF THE GT'COUNCIL
SAN DUAN CAPISTRANO,GA 92675 �� � �,LW� SAM ALLEVATO
(949)493-1171 IRIURPORRIl1 DIANE BATHGATE
(949)493-1053 FAX • PUBLISR6 MATT HART
wwwsanjuancapistrano.org 1776 JOE SOTO
• • DAVID M.SWERDLIN
January 18, 2006
Clerk-Recorder's Office
County of Orange
P.O. Box 238
Santa Ana, California 92701
Re: Notice of Completion — Southland Construction — Rancho Vieio Slope Repair
SENT VIA CERTIFIED MAIL
The noted document is enclosed for recording:
When placed of record, please return the recorded document to this office.
Thank you for your assistance.
Very truly yours
Marg ret . Monahan
City ler
Cc: Peter Salgado, Senior Civil Engineer; Amy Amirani, Public Works Director
Postal
Ln CERTIFIED MAIL,. RECEIPT
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UT (Domestic
_D
DC.11r a
a
PostageS
M Certffied Fee
0
OO
Return Receipt Fee Postmark
(Endorsement Required) Here
O Restricted Deliyery Fee
p— (Endorsement Required)
M
O Total Postage&Fees $
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San Juan Capistrano: Preserving the it or PO Box No.
GN stare,i�P.a....................................................................
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RECORDING REQUESTED B. .
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
AND WHEN RECORDED, MAIL TO:
Margaret R. Monahan, City Clerk
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Exempt from Recording Fees:
Gov Code 27383 & 6103
City of San Juan Capistrano
This Space for Recorder's Use Only
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City of San Juan
Capistrano to Southland Construction, 3943 Irvine Blvd #40, Irvine, CA 92602 for the Rancho
Viejo Slope Repair Project.
That said work was completed on December 6, 2005, by said company according to plans and
specifications and to the satisfaction of the Engineer of Record, and that said work was accepted
by the City Council of the City of San Juan Capistrano, as the owner, 32400 Paseo Adelanto, San
Juan Capistrano, California 92675, at a regular meeting thereof held on the 17`h day of January,
2006, by Resolution No. 06-01-17-04.
That upon said contract, the Indemnity Company of California was surety for the bonds given by
the said company as required by law.
Dated at San Juan Capistrano, California, this 17th day of Janu ry 2 06.
arg ret R. Monahan, City Clerk
ity o San Juan Capistrano
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.
CITY OF SAN JUAN CAPISTRANO )
I, MARGARET R. MONAHAN, the duly appointed and qualified City Clerk of the City
Council of the City of San Juan Capistrano, California, DO HEREBY CERTIFY, under penalty of
perjury that the foregoing Notice of Completion was duly and regularly ordered to be recorded in
the Office of the Orange County Recorder by said City Clerk.
Dated at San Juan Capistrano this 17`h day of January 2006
Ma aret R. Monahan, City Clerk
Cit of San Juan Capistrano
• • 1/17/2006
AGENDA REPORT Oil
TO: Dave Adams, City Manager �^
FROM: Amy Amirani, Public Works Director
SUBJECT: Consideration of Notice of Completion for the Rancho Viejo Slope Repair
Project (Southland Construction)(Rancho Viejo Road at Spotted Bull
Lane)
RECOMMENDATION:
By motion,
1. Adopt a resolution declaring the work complete for the Rancho Viejo Slope
Repair Project; and, 0
2. Direct the City Clerk to record the Notice of Completion; and,
3. Authorize staff to release the retention 35 days after recordation
51TUATION:
The top of the existing slope at the intersection of Rancho Viejo Road at Spotted Bull
Lane had suffered erosion damage and was in need of repair. The slope is within the
public right-of-way and is on the east side of Rancho Viejo Road. Private backyards
drained onto the top of the slope, causing erosion ruts to develop. Continued erosion
also resulted in cracks and fissures along the top of the slope. The erosion ruts,
cracks, and fissures allowed water to infiltrate into the soil, which in tum, compromised
the stability of the slope. This project performed repairs to the top of the existing slope
including surficial grading and the installation of a surface and sub-surface drainage
system. These repairs provide appropriate drainage and minimize soil erosion.
On August 16, 2005, the City of San Juan Capistrano awarded a construction contract
to Southland Construction for the repair of the slope above Rancho Viejo Road at
Spotted Bull Lane. Toal Engineering, the project engineer has determined the contract
work to be complete (Attachment 1), and staff, therefore, recommends final acceptance
of the contract.
COMMISSION/BOARD REVIEW AND RECOMMENDATIONS:
Not applicable.
Agenda Report • • January 17, 2006
Page 2
FINANCIAL CONSIDERATIONS:
The original construction contract cost with Southland Construction was $76,100. One
change order for a credit of $1,196 was issued during construction. Therefore, the
final construction contract cost with Southland Construction is $74,904. The amount
budgeted for this project was $96,000 for construction, engineering, and inspection
services.
NOTIFICATION:
Southland Construction
RECOMMENDATION:
By motion,
1. Adopt a resolution declaring the work complete for the Rancho Viejo Slope
Repair Project; and,
2. Direct the City Clerk to record the Notice of Completion; and,
3. Authorize staff to release the retention 35 days after recordation.
Respectfully submitted,
Gynl�'
Amy Amirani
Public Works Director
Attachments: 1. Statement of Completion from Engineer
2. Notice of Completion
3. Resolution
4. Location Map
• TOAL ENGINEERING, INC. •
CIVIL ENGINEERS,LAND PLANNERS AND LAND SURVEYORS
139 AvENrDA NAvARRo•SAN CLEMENTE,CA 92672
(949)492-8586•FAx (949)498-8625
RAYMOND R.TOAL,RCE 16889
OLAV S.MEUM L.S.4384
MICHAEL A.ROTH L.S.6211
December 6, 2005
City of San Juan Capistrano
Building and Safety Division
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attention: City Grading Inspector
Subject: Civil Engineer's Verification of Precise Grading
Owner: City of San Juan Capistrano
Slope along Rancho Viejo Road south of
Spotted Bull
JN 11980
Gentlemen:
I hereby approve the final grading for the referenced project in accordance with my
responsibilities as the engineer of record. The precise grading has been completed substantially in
accordance with the approved grading plan which includes: line and grade for all engineered
drainage devices, location and inclination of all slopes, construction of earthen berms and positive
drainage.
ery Trul� ip t�
G� l
QPpfESSIO,tq
aymond R. Toal h�Q�o OND R, To<1
m
w N . - 889 s
CR:mct Exp. -30-07
Fgc11980 c1W
f OF C A0F
I i
ATTACHMENT
RECORDING REQUESTED •
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
AND WHEN RECORDED, MAIL TO:
Margaret R. Monahan, City Clerk
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Exempt from Recording Fees:
Gov Code 27383 & 6103
City of San Juan Capistrano
This Space for Recorder's Use Only
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City of San Juan
Capistrano to Southland Construction, 3943 Irvine Blvd #40, Irvine, CA 92602 for the Rancho
Viejo Slope Repair Project.
That said work was completed on December 6, 2005, by said company according to plans and
specifications and to the satisfaction of the Engineer of Record, and that said work was accepted
by the City Council of the City of San Juan Capistrano, as the owner, 32400 Paseo Adelanto, San
Juan Capistrano, California 92675, at a regular meeting thereof held on the 17th day of January,
2006, by Resolution No. 06-01-17.
That upon said contract, the Indemnity Company of California was surety for the bonds given by
the said company as required by law.
Dated at San Juan Capistrano, California, this_ day of , 2006.
Margaret R. Monahan, City Clerk
City of San Juan Capistrano
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.
CITY OF SAN JUAN CAPISTRANO )
I, MARGARET R. MONAHAN, the duly appointed and qualified City Clerk of the City
Council of the City of San Juan Capistrano, California, DO HEREBY CERTIFY, under penalty of
perjury that the foregoing Notice of Completion was duly and regularly ordered to be recorded in
the Office of the Orange County Recorder by said City Clerk.
Dated at San Juan Capistrano this day of 2006.
Margaret R. Monahan, City Clerk
City of San Juan Capistrano
ATTACHMENT
RESOLUTION NO. 06-01-17-04
A RESOLUTION OF THE CITY OF SAN JUAN CAPISTRANO,
CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS
AND SPECIFICATIONS FOR THE RANCHO VIEJO SLOPE REPAIR
(SOUTHLAND CONSTRUCTION)
WHEREAS, on the 16th day of August, 2005, the City of San Juan
Capistrano entered into a contract with Southland Construction for the Rancho Viejo
Slope Repair project; and,
WHEREAS, the Engineer of Record has evaluated the final quantities and
cost figures and recommends approval per its letter dated December 6, 2005; and,
NOW, THEREFORE, BE IT RESOLVED, by the City of San Juan
Capistrano as follows:
SECTION 1. That the work required to be performed by said Contractor
has been completed.
SECTION 2. That the total cost of said work is in the amount of$74,904.
SECTION 3. That the work is hereby accepted and approved.
SECTION 4. That the City Clerk is directed to forthwith forward a "Notice
of Completion" to the County Recorder of the County of Orange for recording.
PASSED, APPROVED, AND ADOPTED this 17th day of January 2006.
i
r-
� 4
DAVID M. SWERDLIN, MAYOR
ATTEST:
AR RET R. MONAHAN, CITY CLERK
Page 1 of 1 01-17-2006
• •
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.
CITY OF SAN JUAN CAPISTRANO )
I, MARGARET R. MONAHAN, appointed City Clerk of the City of San Juan Capistrano, do hereby
certify that the foregoing Resolution No. 06-01-17-04 was duly adopted by the City Council of the
City of San Juan Capistrano at a Regular meeting thereof, held the 17th day of January 2006, by
the following vote:
AYES: COUNCIL MEMBERS: Hart, Bathgate, Soto, Allevato and Mayor Swerdlin
NOES: COUNCIL MEMBER: None
ABSE T: COU 1 7MBE None
i
AR RET R. MONAHAN, City Clerk
32400 PASEO ADELANTO / J MEMBERS OF THE CIN COUNCIL
SAN JUAN CAPISTRANO,CA 92675 SAM
(849)493-1171 �s DIANE BATHG
(949)493-1053 FAX }y" In[o R1oRA1f0 DIANE BATHGATE
ISIBBBISBBO 1961 WYATT HART
www.sanjuancapistrano.org 1776 JOE SOTO
DAVID M.SWERDLIN
NOTIFICATION OF MEETING OF POTENTIAL INTEREST
OF THE SAN JUAN CAPISTRANO CITY COUNCIL
The City Council of San Juan Capistrano will meet at 7:00 p.m. on January 17, 2006 in
the City Council Chamber in City Hall, to consider: "Consideration of Notice of
Completion for the Rancho Viejo Slope Repair Project (Southland Construction)
(Rancho Viejo Road at Spotted Bull Lane)" — Item No. D11.
If you have specific thoughts or concerns regarding this item, you are encouraged to
participate in this decision making process. You can communicate with the City Council
through correspondence addressed to the Council and/or by attending the meeting and
speaking to the Council during the public meeting.
Correspondence related to this item must be received at the City Clerk's office by 5:00
p.m. on Monday, January 16, 2006 to allow time for the Council to consider its content.
If you would like to speak at the meeting, please complete a yellow "Request to Speak"
form found inside the entrance to the Council Chamber. This form is turned in at the
staff table, just in front of the Council dais. You will be called to speak by the Mayor
when the item is considered.
You have received this notice at the request of the City staff member Amy Amirani,
Public Works Director. You may contact that staff member at (949) 443-6361 with any
questions.
The agenda, including agenda reports, is available to you on our web site:
www.sanivancapistrano.org. If you would like to subscribe to receive a notice when
agendas are posted to the web site, please make that request by sending an e-mail to:
council-agendasesanivancapistrano.org.
Meg Monahan, CMC
City Clerk
cc: Southland Construction; Amy Amirani, Public Works Director
" Received staff report
San Juan Capistrano: Preserving the Past to Enhance the Future
�, Printed on recycled paper
32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL
SAN JUAN CAPISTRANO,CA 92675 SAM ALLEVATO
(949)4831171 j,(y'v m[a AvovRim DIANE BATHGATE
(949)493-1053 FAX mneusweo 196)
WYATT
RT
www..sanjuancapi.strano.or{ V76 JOE SOTO
• • DAVID M.SWERDLIN
January 23, 2006
NOTIFICATION OF ACTION BY THE
CITY COUNCIL OF SAN JUAN CAPISTRANO
On January 17, 2006 the City Council of San Juan Capistrano met regarding:
"Consideration of Notice of Completion for the Rancho Viejo Slope Repair Project
(Southland Construction) (Rancho Viejo Road at Spotted Bull Lane)" Item No.
D11.
The following action was taken at the meeting: Resolution No. 06-01-17-04 adopted,
declaring the work complete for the Rancho Viejo Slope Repair Project; the City
Clerk directed to record the Notice of Completion; and staff authorized to release
the retention 35 days after recordation
If you have any questions regarding this action, please contact Amy Amirani, Public
rks Director at 443-6361 for more detailed information.
T a o
a vara
Acti rector
City Clerk
Enclosed: Resolution No. 06-01-17-04
Cc: Southland Construction; Amy Amirani, Public Works Director
San Juan Capistrano: Preserving the Past to Enhance the Future
�, Printed on recycled paper
Jwa„
32400 PASEO ADELANTO JA MEMBERS OF THE CITY COUNCIL
SAN JUAN CAPISTRANO,CA 92675 ��� .I WA
SAMTO
(949)493.1171 ,(,q�
(949)493-1053 FAX L1 m1AVO1 DIANEE BATHATHGATE
ESIAIOSX[p 1961 WYATT HART
www.sanjuancapistrano.org 1776 JOE SOTO
•
DAVID M.SWERDLIN
August 30, 2005
Mr. Ray Mohamedi
Southland Construction
3943 Irvine Boulevard, Ste 40
Irvine, CA 92602
Re: Notice to Proceed—Ranch Viejo Slope Repair Project
Dear Mr. Mohamedi:
You are hereby notified to commence work on the subject project effective August 30, 2005. As
outlined in your Construction Contract with the City of San Juan Capistrano dated, August 16,
2005, the work shall be completed within 21 consecutive calendar days from the effective date
of the notice to proceed. Your contract completion date is September 19, 2005.
The Construction Contract provides for an assessment in the sum of$200 per day as liquidated
damages for each consecutive calendar day after Septemberl9, 2005, that the work remains
incomplete.
Please confirm receipt of this notice by signing and returning the acknowledgement below.
If you have any questions regarding this matter, please do not hesitate to contact me at
(949) 340-6642.
Sincerely,
Michael Fakhar, P.E.
Consultant, City of San Juan Capistrano
cc: Amy Amirani, Public Works Director
Eric Bauman, Water Engineering Manager
Peter Salgado, Senior Civil Engineer
, Meg Monahan, City Clerk
Acknowledgement:
Southland Construction Date
San Juan Capistrano: Preserving the Past to Enhance the Future
Co Printed on lnlded P Per
32400 PASEO ADELANTO MEMBERS OF THE CITU COUNCIL
SAN JUAN CAPISTRANO,CA 92875 SAM ALLEVATO
(949)493-1171 m[AAVAAAtEA DIANE BATHGATE
(949)493-1053 FAX
ff1AAPSAfA 1961 MATT HART
wwwsanjuancapistrano.org 1776 JOE SOTO
• • DAVID M.SWERDLIN
August 30, 2005
Ray Mohamedi
Southland Construction
3943 Irvine Boulevard, Ste 40
Irvine, CA 92602
Dear Mr. Mohamedi:
Enclosed is an executed Construction Contract related to the Rancho Viejo Slope
Repair Project was approved by the City Council on August 16, 2005.
Thank you for forwarding insurance and bonding documents. Please be aware that
your insurance documentation must be maintained current with our office, or all work
must stop and all payments will be withheld until current documentation is received.
You will receive a Notice to Proceed from the project manager, when you are to begin
work. If you have questions specific to the contact, please contact the project manager,
Amy Amirani, Public Works Director (949)443-6361.
Thank you,
Meg nah n, CMC
Cit Clerk
cc: y Amirani, Public Works Director
San Juan Capistrano: Preserving the Past to Enhance the Future
L.� Printed on recycled paper
• dwrn �, •
32400 PASEO ADELA NTO MEMBERS OF THE CITY COUNCIL
SAN JUAN CAPISTRANO,CA 92675 _
/
(949)493-1171 SAM ALLEVATO(�q�a mwon�o
(949)493-1053 FAXr DIANE BATHGATE
VVV mwms�m 1961 WYATTHART
www.sanjuancapi.Ftrano.org 1776 JOE SOTO
DAVID M.SWERDLIN
August 17, 2005 \ kW
Ray Mohamedi \
Southland Construction
3943 Irvine Boulevard, Ste 40
Irvine, CA 92602
Dear Mr. Mohamedi:
A Construction Contract related to the Rancho Viejo Slope Repair Project was approved
by the City Council on August 16, 2005. It is in the process of being executed. It will be
issued upon receipt of required documentation related to contract terms under Section
15. Surety Bonds & 16. Insurance.
Insurance evidence may be faxed to (949) 493-1053 — ATTENTION CITY CLERK --
followed by original signed documents. I have enclosed a copy of the agreement terms
for your reference in supplying this documentation.
If you have questions specific to the contact, please contact the project manager, Amy
Amirani, Public Works Director (949) 443-6361. Please call Maria Guevara,
Administrative Secretary, (949) 443-6309 if you have questions regarding the forms of
insurance needed.
Thank you,
eMegM an, CMC
City erk
cc: Amy Amirani, Public Works Director
San Juan Capistrano: Preserving the Past to Enhance the Future
C� Pnnted on recycled pacer
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Contract by Contractor or any subcontractor for each calendar day during which any
worker is required or permitted to labor more than eight (8) hours in any one calendar
day and forty (40) hours in any one week in violation of said Article. Contractor shall
keep an accurate record showing the name and actual hours worked each calendar day
and each calendar week by each worker employed by Contractor in connection with the
Project.
G. Record of Wages: Inspection:
Contractor agrees to maintain accurate payroll records showing the name,
address, social security number, work classification, straight-time and overtime hours
worked each day and week, and the actual per diem wages paid to each journeyman,
apprentice, worker or other employee employed by it in connection with the Project and
agrees to require that each of its subcontractors does the same. All payroll records
shall be certified as accurate by the applicable Contractor or subcontractor or its agent
having authority over such matters. Contractor further agrees that its payroll records
and those of its subcontractors shall be available to the employee or employee's
representative, the Division of Labor Standards Enforcement, and the Division of
Apprenticeship Standards and shall comply with all of the provisions of Labor Code
Section 1776, in general.
Section 15. Surety Bonds.
Contractor shall, before entering upon the performance of this Contract, furnish
bonds approved by the City Counsel -- one in the amount of one hundred percent
(100%) of the Contract price bid, to guarantee the faithful performance of the work, and
the other in the amount of one hundred percent (100%) of the Contract price bid to
guarantee payment of all claims for labor and materials furnished. This Contract shall
not become effective until such bonds are supplied to and approved by the City.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-11
0
Section 16. Insurance.
A. Contractor is also aware of the provisions of Section 3700 of the Labor
Code, which requires every employer to be insured against liability for Workers'
Compensation or undertake self-insurance in accordance with the provisions of that
Code and will comply with such provisions before commencing the performance of the
work of this Contract.
B. Contractor and all subcontractors will carry workers' compensation
insurance for the protection of its employees during the progress of the work. The
insurer shall waive its rights of subrogation against City, its officers, agents and
employees and shall issue a certificate to the policy evidencing same.
C. Contractor shall at all times carry, on all operations hereunder, bodily
injury, including death, and property damage liability insurance, including automotive
operations, bodily injury and property damage coverage. All insurance coverage shall
be in amounts specified by City in the Insurance Requirements and shall be evidenced
by the issuance of a certificate in a form prescribed by the City and shall be
underwritten by insurance companies satisfactory to City for all operations, subcontract
work, contractual obligations, product or completed operations, all owned vehicles and
non-owned vehicles. Said insurance coverage obtained by the Contractor, excepting
workers' compensation coverage, shall name the City, its Directors, Officers, Agents,
Employees, Engineers, and Consultants for this contract, and all public agencies from
whom permits will be obtained and their Directors, Officers, Agents and Employees, as
determined by the City, as additional insureds on said policies.
D. Before Contractor performs any work at, or prepares or delivers materials
to, the site of construction, Contractor shall furnish certificates of insurance evidencing
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-12
a
the foregoing insurance coverages and such certificates shall provide the name and
policy number of each carrier and policy and that the insurance is in force and will not
be canceled without thirty (30) days' written notice to City.
Contractor shall maintain all of the foregoing insurance coverages in force until
the work under this Contract is fully completed. The requirement for carrying the
foregoing insurance shall not derogate from the provisions for indemnification of City by
Contractor under Section 17 of this Contract. Notwithstanding nor diminishing the
obligations of Contractor with respect to the foregoing, Contractor shall subscribe for
and maintain in full force and effect during the life of this Contract, the following
insurance in amounts not less than the amounts specified and issued by a company
admitted in California and having a Best's Guide Rating of A-Class VII or better:
Worker's Compensation In accordance with the Workers'
Compensation Act of the State of
California -- Minimum of
$1,000,000
Public Liability, in the form of
either Comprehensive General $1,000,000, per occurrence, or
Liability or Commercial General alternatively,
Liability written on a per-occurrence $1,000,000 aggregate, separate
basis for this project.
Automobile liability, including $1,000,000 per occurrence
non-owned and hired vehicles
City or its representatives shall at all times have the right to inspect and receive
the original or a certified copy of all said policies of insurance, including certificates.
Contractor shall pay the premiums on the insurance hereinabove required.
Section 17. Risk and Indemnification.
All work covered by this Contract done at the site of construction or in preparing
or delivering materials to the site shall be at the risk of Contractor alone. Contractor
agrees to save, indemnify and keep City, its Directors, Officers, Agents, Employees,
Engineers, and Consultants for this Contract, and all public agencies from whom
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-13
BOND NO.:829879P
BOWD PREMIUM IS BASED ON FINAL CONTRACT PRICE
BOND PREMIUM$1522.00 PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS,
That SOUTHLAND CONSTRUCTION
as Contractor,
And INDEMNITY COMPANY OF CALIFORNIA as Surety,
are held firmly bound unto the City of San Juan Capistrano, a legal entity, organized and
existing in the County of Orange, California, hereinafter called the"Owner," in the sum of:
SEVENTY SIX THOUSAND ONE HUNDRED DOLLARS ($76,100.00)
dollars,
for the payment of which sum well and truly to he made, we bind ourselves, our heirs,
executors, administrators, successors, and assigns,}ointly.and.severally,.firmly-by-;heee
presents.
WHEREAS said Contractor has been awarded and is about to enter into the annexed
Agreement with said Owner to perform the Work as specified or indicated in the Contract
Documents entitled:
RANCHO VIEJO-SLOPEREPAIR
NOW THEREFORE, if said Contractor shall performallthe requirements of said Contract
Documents required to be performed on its part,'at the times and in the manner specified
herein, then this obligation shall be null and void, otherwise it shall remain in full force and
effect.
PROVIDED,that any alterations in the Work to be done or the materials to be furnished,or
changes in the time of completion, which may be made pursuant to the terms of said
Contract Documents,shall not in any way release said Contractor or said Surety thereunder,
nor shall any extensions of time granted under the provisions of said Contract Documents,
release either said Contractor or said Surety,and notice of such alterations or extensions of
the Agreement is hereby waived by said Surety.
SIGNED AND SEALED,this 23RD day Of PG0 05
Contractor SOUTHLAND CONST UCTION SuY MPANY OF CA ORNIA
By V `�` BY
Title J l Titl -FACT(SERIALACNTOF
FORM U610 PERFORMANCE BOND
Nw"0000 d'"'"
WAGREEMENT AND BONDS - PAGE 4
CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT
STATE OF CALIFORNIA )
COUNTY OF ORANGE }
On 8-23-2005 before me, JENNIFER K. SMITH
NAME OF NOTARY PUBLIC
personally appeared, YUNG T. MULLICK
personally known to me(or proved to me on the basis of satisfactory evidence) to be the person(s) whose
name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the person(s) acted,executed the instrument.
N �58,10`reF JENNIFER K— SMITH
WITNESS my hand and official seal. COMM.0 ta�so2a M
$ NOTA RypUBLIGCALIFORNIA
dRANG ,COUNTY N
ai My Gomm.Etp�ree MAR 26,2008
V �.,• �(G(,I (SEAL)
O ARY PUBLIC SIGNATURE
r .
OPTIONAL INFORMATION
TITLE OR TYPE OF DOCUMENT
DATE OF DOCUMENT
BOND PREMIUM IS INCLUDED IN THE PERFORM*E BOND
BOND NO.:829879P
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS,
.That SOUTHLAND CONSTRUCTION as Surety,
are held firmly bound unto the City of San Juan Capistrano,a legal entity,organized and existing in the County
of Orange, State of Califomia, hereinafter called the"Owner."in the sum of:
SEVENTY SIX THOUSAND,ONE HUNDRED DOLLARS ($76,100.00)
dollars,
for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors, and assigns,jointly and severalty,firmly by these presents.
WHEREAS,said Contractor has been awarded and Is about to enter into the annexed agreement with said
Owner to perform the Work as specified or indicated in the Contract Documents entitled:
RANCHO VIEJO SLOPE REPAIR
NOW THEREFORE,if said Contractor, its subcontractors, its heirs, executors,administrators, successors,
or assigns shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in,
upon, for,,or about the performance of the Work contracted,to be done, or for,any work or labor thereon of
any kind, or for amounts due under the Unemployment Insurance Code,or for any amounts required to be
deducted.withheld,and paid over to the Employment Development Departmentfrom the wages of employees
of the Contractor and its subcontractors pursuantto Section 13020 of the Unemployment Insurance Code with
respect to such labor,all as required by the provisions of Title XV,Chapter 7,Sections 3247-3252, Inclusive,
of the Civil Code of the State of California and acts amendatory thereof,and Sections of other Codes of the
State of California referred to therein and acts amendatory thereof,and provided thatthe persons,companies,
or corporations so furnishing said materials, provisions,equipment,or other supplies, appliances, or power
used in,upon,for,or about performance of the Work contracted to be executed or performed,or any person,
company,or corporation renting or hiring implements or machineryor power for,or contributing to,said work
to be done,or any person who performs work or labor upon the Same,or any person who supplies both work
and materials therefor,shall have complied with the provisions of said laws,then said surety will pay the same
in an amount not exceeding the sum hereinbefore set forth,and also will pay,in case suit is brought upon this
bond, a reasonable attorney's fee as shall be fixed by the Court. This Bond shall inure to the benefit of any
and all persons named in Section 3181 of the Civil Code of the State of California so as to give a right of
action to them or their assigns in any suit brought upon this bond.
PROVIDED,that any alterations in the Work to be done or the materials to be furnished, or changes in the
time of completion,which may be made pursuant to the terms of said Contract Documents, shall not in any
way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the
provisions of said Contract Documents release either said Contractor or said Surety, and notice of said
alterations or extensions of the Agreement is hereby waived by said Surety.
SIGNED AND SEALED,this 23RD day of AUGUST 20
SOUTHLAND CONSTRUCTIONINDEM CO ANY OF CALIFO
Contractor Surety
By ^� By1.fflu
Tide N J Title ATTORNEY- ACT
(SEAL AN NOTARIAL ACKNOWLEDGMENT
OF SURETY)
FOgN ly92U PAYMENT BOND
"m'sZ°°°'m.wd AGREEMENT AND BONDS - PAGE 5
Nw 2001
' CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT
STATE OF CALIFORNIA )
COUNTY OF ORANGE )
On 8-23-2005 before me, JENNIFER K. SMITH
NAME OF NOTARY PUBLIC
personally appeared, YUNG T. MULLICK
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose
name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS m hand and official seal.
Y r tet* E JENNIFER K.SMIT8
COMM.#7479028 ;0
4, „° NNOrARYPUBU -CAUFORMA ;0
, ORANGE COUNTY Cn
My Comm.Explrex MARAR 2 00
(SEAL)
PUBUC SIGNATURE
rx
OPTIONAL INFORMATION
TITLE OR TYPE OF DOCUMENT
DATE OF DOCUMENT
POWER OF ATTORNEY FOR
DEVELOPERS SURETY AND INDEMNITY COMPANY
INDEMNITY COMPANY OF CALIFORNIA
PO BOX 19725,IRVINE,CA 92623 (949)263-3300
KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY
COMPANY OF CALIFORNIA,do each,hereby make,constitute and appoint:
***Yung T. Mullick, James W. Moilanen, Jennifer Giboney, Frances Lefler,jointly or severally***
as their true and lawful A¢omey(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,bonds,undertakings
and contracts of suretyship giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper
to be done in connection therewith as each of said corporations could do,but reserving to each of said corporations full power of substitution and revocation,and
all of the acts of said Attorncy(s)-in-Fact,pursuant to these presents,are hereby ratified and confirmed.
This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of
DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of November 1,2000:
RESOLVED,that the Chairman of the Board,the President and any Vice President of the corporation be,and that each of them hereby is,authorized to
execute Powers of Attorney,qualifying the attorney(s)named in the Powers ofAttomey to execute,on behalf of the corporations,bonds,undertakings and contracts
of suretyship;and that the Secretary or any Assistant Secretary of the corporations be,and each of them hereby is,authorized to attest the execution ofany such
Power of Attorney;
RESOLVED, FURTHER,that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by
facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in
the future with respect to any bond,undertaking or contract of suretyship to which it is attached.
IN WITNESS WHEREOF,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused
these presents to be signed by their respective Executive Vice President and attested by their respective Secretary this I st day of February,2005.
By: ,,:p`c.�i..AND.�,�;�F.''. GO VPO pANVO'c
David H.Rhodes,Executive Vice-president
yh.4pµPORgfF�a ti=aP A,yT�
ez; OCT. E<c = OCT.5 T
?y•, - 10 Ena W 1967
B =o: 1936
Y Walter A.Crowell,Secretary %°'q /OyV P,.+•aa9� cAGFo a�
%dO••............ *�
.*..
STATE OF CALIFORNIA )
)SS.
COUNTY OF ORANGE )
On February I,2005,before me,Nita G.Hiff neycG personally appeared David H.Rhodes and Walter A.Crowell,personally known to me(or proved
to me on the basis of satisfactory evidence)to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the
same in their authorized capacities,and that by their signatures on the instrument the entity upon behallbf which the persons acted,executed the instrument.
WITNESS my hand and official seal.
NITA G.HIFFMEYER
COMM.LI 1643461
NOTARY PUBLIC COUNTY MA
Signature ORANGE COUNTY
j! AAy comm.mplres Jan.10,2009
CERTIFICATE
The undersigned, as Executive Vice-president, of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF
CALIFORNIA,docs hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked,and furthermore,that the provision,of
the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney,are in force as of the date of this Certificate.
This Certificate is executed in the City oflrvinq California,the 7'{ day of__AUGUSZ _ 900 _
By "�
David L.Kerrigan,Executive Vice-President
ID-1380(Rev.2/05)
ACORD -CERTIFICA4 OF LIABILITY INSURA Eg„°DATE[ MIDD""")
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Members Edge Insurance Services,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
9 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
1101 Investment Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Suite#110
EI Dorado Hills CA 95762 INSURERS AFFORDING COVERAGE NAIC#
INSURED Southland Construction INSURER A: Navigators Insurance Company
3943 Irvine Blvd#40 INSURER B:
Irvine CA 92602 INSURER C.
Fax:(949)651.1265 INSURER D:
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR%DD'L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION111L H= TYPFnFIN_q1jRANM DATE IMM/nD1YY1 DATE IMM1DQrTY1 LIMITS
GENERAL LIABILITY EACH OCCURRENCE $1,000,000
A X X COMMERCIAL GENERAL LIABILITY GAN11894 03125105 03125106 DAMAGE TO RENTED $50,000
CLAIMS MADE [K]OCCUR MED EXP oneForam) $5,000
PERSONAL S ADV INJURY 31,000,000
GENERAL AGGREGATE S2g000OO
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $1900000
X POLICY PRO LOC
IFCT
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
ANY AUTO (Ea accident) E
ALL OWNED AUTOS
BODILY INJURY S
SCHEDULED AUTOS (Per Person)
HIRED AUTOS BODILY INJURY $
NON-OWNED AUTOS (Per accident)
PROPERTY DAMAGE S
(Per accident)
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $
ANY AUTO OTHER THAN EAACC $
AUTO ONLY: AGO $
EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $
OCCUR FICLAIMS MADE AGGREGATE $
S
DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND WC STATU- OTH-
�ayEMPLOYERS'LIABILITY
ANY PROPRIETORIPARTNERIENECLITIVE E.L.EACH ACCIDENT $
EXCLUDED?
OFFICER/MEMBER EXCLUDED'! E.L.DISEASE-EA EMPLOYEE E
II ea,deem a under
IA PR VI ONSW. E.L.DISEASE-POLICY LIMIT E
OTHER
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
Certificate Holder is named as Additional Insured With respect to Liability arising out of operations performed by the Named Insured.
Additional Insured per Endorsement Form ANF 043A,to be issued by carrier. *10 day notice of cancellation In the event of non-payment of premium.
Re:SldewalldGutter Repair Throughout the City of San Juan Capistrano,CA 92675
CERTIFICATE HOLDER CANCELLATION
City of San Juan Capistrano SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
32400 Paseo Adelanto NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL
San Juan Capistrano,CA 92675 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
BS
ACORD 26(2001108) ®ACORD CORPORATION 1988
WED JUL 20, 2005 08:48 AM • PAGE 1
•
o' 205
POLICY NITbfBER:GAN11894 COhf%fERCIAL GENERALLLABILTY
THIS ENDORSEIIIENT CHANGES THE POLIC'1'. PLEASE READ IT CAREFULLY .
ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS
(FORM B)
This endorsement modifies insurance under the CONINIERCIAL GENERAL LIABILITY COVERAGE FORIvf.
This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below
Endorsement Effective
0718'05-03'25'06
Named Insured Countersigned By
SOU1'IILANDCONSTRIICTION X
AoaA-
(.Authorized Representative)
SCHEDULE
NAIefE OF PERSON OR ORGANIZATION
CITY OF SAN IUAN C:.APISTRANO
32400 P,ASEO.ADEL.ANTE
SAN.TTTAN CAPISTRANO.CA 92675
RE: SIDEWALK GITTTER REPAIR FOR C.01AIAERCIAL OFFICE BUILDINGS IN AND THROUGHOUT THE CITY OF
SAN J(.T,AN C.APISTRANO,CA.EXCLITI)ING.ANY.AND:ALL OPERATIONS IN OR PERTAINING TO.APARTIAENTS.
CONDOS,TOWNHOUSES AND ALL NET CONSTRUCTION INTRACTS'DEVELOPMENTS
A'HO IS AN INSURED(Section II)is amended to include as an insured the person or organization shown m the Schedule, but
only with respect to liability arising out of`your operaticros"performed for that insured
COVERAGE AS GRANTED BY THE TERMS OF THIS ENDORSEP.IENT IS SITTECT TO ALL CONDITIONS.
EXCLUSIONS.AND LI1vIITATIONS.APPLIC.ABLE TO THE NAIvfED INSLTRED-
,APPROVED:
By NavigatorsNIC.Insurance Co.
Effective Date.
Page 1 of 1
ANF043
• • SG
CERTHOLDER COPY
STATE P.O. BOX 420807, SAN FRANCISCO,CA 494142-0807
COMPENSATION
INSURANCE
FUND CERTIFICATE OF VftftIM``,,;,�QA�6SATION INSURANCE
ISSUE DATE: 07-07-2005 pp1�1� aa,,G4a tpptTT�-
,,
LANUMB •1 801772 -2004
CERTIFICATE D:
CERTIFICATE EXPIRES: 11-18-2005
CITY CLERK
11-18-2004/11-18-2005
SAN JUAN CAPISTRANO
CITY OF SAN JUAN CAPISTRANO SG
32400 PASEO ADELANTO
SAN JUAN CAPISTRANO CA 92675
This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the
California Insurance Commissioner to the employer named below for the policy period indicated.
This policy is not subject to cancellation by the Fund except upon 30 days advance written notice to the employer.
We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration.
This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded
by the policy listed herein. Notwithstanding any requirement, term or condition of any contract or other document
with respect to which this certificate of insurance may be issued or to which it may pertain, the insurance
afforded by the policy described herein is subject to all the terms, exclusions, and conditions, of such policy.
AUTHORIZED REPRESENTATIVE PRESIDENT
STANDARD EXCLUSION: INDIVIDUAL EMPLOYERS AND HUSBAND AND WIFE EMPLOYERS ARE NOT ELIGIBLE
FOR BENEFITS AS EMPLOYEES UNDER THIS POLICY.
EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE.
ENDORSEMENT X2085 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 11-18-2004 IS
ATTACHED TO AND FORMS A PART OF THIS POLICY.
EMPLOYER
MOHAMEDI,REZA DBA: SOUTHLAND CONSTRUCTION SG
3943 IRVINE BLVD N40
IRVINE CA 92602
[ARH,CN]
IREV.2-05) PRINTED : 07-07-2005
CERTIFICATE OF INSURANCE
MIS CERTIFICATE ISSUED TO TNS OWNIRfAOMM UNISO IELOW OESgNATEO by 111E CONTRACT WITH 111E b1IU11®
NAWA AND AOPPESS OF POUfEO -, ...., INSURANCE COMPANIES AFFORDING COVERAGE
�'v�Q CwA.ANy B Mercury Casualty Company
Southland C nstruc
AU
3943 Irvine Blvd. , #40 C
D
TYPE DF WORK PERFOMRD AN 9 LOCATION
Con struction
SAI I JUAN CA HANO POLICY LINIffrOFLIAInUTY
w TYPE OF In SURANCE POLICY NUMBER EXPIRATION
DATE EACH
• OCCURRINCI AGGREG&W
LCL�EOAAMIPNP�[RryBHRNWS C INSRAL
welWlnp: moor lNAmr L s
• ❑ EXRAMOn Mm FEE MOPEATY OANAOA
d 1
❑ uNPAndPOMnP PE
❑ MPWCT aF[nATIpt1[ M
❑ PONTMCTIML aA4C[ ..
EdtlILIYnA❑ IppW{q0dKInn}TYan0A0 9011&1AM MMA.[ OAMMICUMNm.
❑ INWIeNDDIT ACTme
❑ IerISOfIAL NJ IYAEOWM rwunr T -
COPPRENEIYWE 06MLE fPOA0CMI=
In%1 r. "
A fkainnow * AC11071612 04/28/06 "1d1"alaNr s
❑ MmFO naOMAWMMAN! e .
' ❑ NOHO.RIEO'.. a,
❑ 000100 CANNER n'
_ Y
CAMAw 1 0
EXCESS LIAMLTY WO PnOseaTY
lneb Mnn: oA»Aoc oohwwm S
❑ WPLOYEWS UMI JW
WORKM'S COM "THIN SIAMORV
-a
EMPLOYN'"LI 1TY
Indudwb: a .00tH ACCNeNT1
❑ IAN S Aro
OTNEN ADDI NAL INSURED RNOQRSENENT—CRY OF SAN JUAN CARSTRANO
Te undernAmed Mnm let he a one in the repraoen ,ed the above named h,nwenanr.rA,,,l.n.Met An M the en in...."Oh,th en.e,na fwd In"thin.Mace..w
Cerdf'ieste Holder,and i notifilintillY,dou Mreby CNtdy an behalf of veld btFam"COMPardox Lhnt,.wile of JnAwanca I.Ind ebavn hn Me born L•suad IO the ltwrod n.`nmd.baro
End ate In fatee M this Me. NPVMInlAantlhq my requIti Ment,ti m,or wndWn of my nonkaCt w Otho,docuthem wRh minnot At which Mie eer"i"e way he Inroad or May
parreln,OM Inau. as Wtftd by dW inaf lea deeenbed h~N aubl[Ct to M Me temla.eAdlrelona,and w cHim,of ouch Palooa. Coplas of it.i akloa chews wl[be hmWhod
to the Cortif ima Holtl mm nith eat.
TNe GmIRoaN Goa llp amend,Mtend.or ANN.the edvabpa aHatYbd by one PORCH.listed. *COVERAGE IS FOR THE BENEFIT OF T E
Cancellation: Sfld Id my o1 IN ells.dow"bb poklw be cmcNHd Whom 0*eeplMdm done thaeaf,*in IMLOny eo ignmy will mail SO days written node.o Alle belene•
no, eminin npidar. 10 Day Notice
MAN 6 AND ADDRESS OF ADDITIONAL INSIMFD DAT[IESULD 07/08/05
Q� _
City of San Juan Capistrano n
3:2400 Paseo Adelanto vnmav ». ..err».Aerewwr
San Juan Capistrano, Ca. 92675
I:"U4= CERTIFICATE OF INSURANCE
c18U"MMA.wpd AGREEMENT AND BONDS - PAGE 6
Nov 2001
A
POLICY NUM ER: BUSINESS AUTO
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
It is agreed th the 'Whols An Insured" provision is amended to Include as an insured
the person or organization designated below as an additional insured, subject to the
following provisions:
(1) This Insurance applies only with, respect to any Liability arising, out, of ,the
operation' of covered autos on the additional insureds premises described below, .
(2). The Named Insured is authorized to act for such additional Insured in all-matters;
pertain ng to this insurance, Including receipt of notice of cancellation;
(3). Return premium, if any, shall be paid to the Named Insured;
(4). Nothing contained herein shall affect any right of recovery as a claimant which`
the additional Insured would have if not designated as such.
CITY OF SA I JUAN CAPISTRANO
Margaret R. 64onahan, CMC
City Clerk
FORM U.N1 INSURANCE ENDORSEMENT-AUTO
'°1§"451W*&J1 V4d AGREEMENT AND BONDS-PAGE 7
NW20M
i 8/16/2005
D3
AGENDA REPORT
TO: Dave Adams, City Manager Gk
FROM: Amy Amirani, Public Works Director
SUBJECT: Consideration of Construction Contract for the Rancho Viejo Slope Repair
Project (Southland Construction) (Rancho Viejo Road at Spotted Bull
Lane)
RECOMMENDATION:
By motion,
1. Acknowledge the receipt of all bids and award a Construction Contract to
Southland Construction in the amount of$ 76,100; and,
2. Authorize the Mayor to execute the Construction Contract, and authorize the City
Manager to approve necessary changes to the Contract within the project
budget.
SITUATION:
The top of the existing slope at the intersection of Rancho Viejo Road at Spotted Bull
Lane has suffered erosion damage and is in need of repair. The slope is within the
public right-of-way and is on the east side of Rancho Viejo Road. Private backyards
currently drain onto the top of the slope, causing erosion ruts to develop. Continued
erosion has also resulted in cracks and fissures along the top of the slope. The
erosion ruts, cracks, and fissures allow water to infiltrate into the soil, which will in turn,
compromise the stability of the slope. This project will repair the top of the existing
slope. Repairs include surficial grading and the installation of a surface and sub-
surface drainage system. These repairs will provide appropriate drainage and
minimize soil erosion.
On May 17, 2005, the City Council approved the project plans and specifications and
authorized the City Clerk to solicit bids for the project. On June 21, 2005, the City
received one bid in the amount of $76,100. The bid was submitted by Southland
Construction.
Since only one bid was received, staff contemplated the re-bidding of the project.
However, in discussing the project with local contractors as well as engineering
r r • •
Agenda Report August 16, 2005
Page 2
consultants, staff found that local contractors are busy and that the current market is
not very competitive, especially for a project of this size. Should the City re-bid the
project, the risk of not receiving any bids or receiving higher bids is relatively high. For
this reason, staff recommends that the City Council award the construction contract.
Staff has determined the project to be categorically exempt from environmental review
based on Section 15301, Class 1(c) of the California Environmental Quality Act (CEQA)
Guidelines, which exempts the repair of existing facilities within the public right-of-way.
A Notice of Exemption was posted with the Orange County Recorder on May 19, 2005.
COMMISSION/BOARD REVIEW AND RECOMMENDATIONS:
Not applicable.
BIDS RECEIVED:
The following bids were opened on June 21, 2005:
Southland Construction $76,100
FINANCIAL CONSIDERATIONS:
Staff budgeted sufficient funds in the FY 2005-2006 General Fund to cover
construction, construction contingency, engineering, and inspection costs associated
with this project.
NOTIFICATION:
Southland Construction
Agenda Report August 16, 2005
Page 3
RECOMMENDATION:
By motion,
1. Acknowledge the receipt of all bids and award a Construction Contract to
Southland Construction in the amount of $ 76,100; and,
2. Authorize the Mayor to execute the Construction Contract, and authorize the City
Manager to approve necessary changes to the Contract within the project
budget.
Respectfully submitted,
Amy Amirani
Public Works Director
Attachments: 1. Construction Contract
2. Location Map
CONSTRUCTION CONTRACT
For
RANCH VIEJO SLOPE REPAIR PROJECT
THIS CONTRACT is made and entered into, to be effective, this day of
2005, by and between the CITY OF SAN JUAN
CAPISTRANO, hereinafter referred to as "City," and SOUTHLAND CONSTRUCTION,
hereinafter referred to as "Contractor."
City and Contractor mutually agree as follows:
Section 1. General Conditions.
Contractor certifies and agrees that all the terms, conditions and obligations of
the Contract Documents as hereinafter defined, the location of the job site, and the
conditions under which the work is to be performed have been thoroughly reviewed, and
enters into this Contract based upon Contractor's investigation of all such matters and is
in no way relying upon any opinions or representations of City. It is agreed that this
Contract represents the entire agreement between the parties. It is further agreed that
the Contract Documents including the Notice Inviting Bids, Special Instructions to
Bidders, if any, and Contractor's Proposal are incorporated in this Contract by
reference, with the same force and effect as if the same were set forth at length herein,
and that Contractor and its subcontractors, if any, will be and are bound by any and all
of said Contract Documents insofar as they relate in any part or in any way, directly or
indirectly, to the work covered by this Contract.
"Project" as used herein defines the entire scope of the work covered by all the
Contract Documents. Anything mentioned in the Specifications and not indicated in the
Plans, or indicated in the Plans and not mentioned in the Specifications, shall be of like
effect as if indicated and mentioned in both. In case of discrepancy in the Plans or
Specifications, the matter shall be immediately submitted to City's Engineer, without
whose decision Contractor shall not adjust said discrepancy save only at Contractor's
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-1
ATTACHMENT
• •
own risk and expense. The decision of the Engineer shall be final.
Section 2. Materials and Labor.
Contractor shall furnish, under the conditions expressed in the Plans and
Specifications, at Contractor's own expense, all labor and materials necessary, except
such as are mentioned in the Specifications to be furnished by the City, to construct and
complete the Project, in good workmanlike and substantial order. If Contractor fails to
pay for labor or materials when due, City may settle such claims by making demand
upon the surety to this Contract. In the event of the failure or refusal of the surety to
satisfy said claims, City may settle them directly and deduct the amount of payments
from the Contract price and any amounts due to Contractor. In the event City receives
a stop notice from any laborer or material supplier alleging non-payment by Contractor,
City shall be entitled to deduct all of its costs and expenses incurred relating thereto,
including but not limited to administrative and legal fees.
Section 3. Description of Proiect.
The Project is described as: Rancho Vieio Slope Repair as delineated in the
Plans and Specifications prepared by Toal Engineering, dated May, 2005. Work to
include installation of a surface and sub-surface drainage system at the top of an
existing slope on the east side of Rancho Viejo Road at the intersection of Spotted Bull
Lane.
Section 4. Plans and Specifications.
The work to be done is shown in a set of detailed Plans and Specifications
entitled:
Rancho Vieio Slope Repair
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-2
Said Plans and Specifications and any revisions, amendments or addenda
thereto are attached hereto and incorporated herein as part of this Contract and referred
to by reference.
Section 5. Time of Commencement and Completion.
Contractor agrees to commence the Project within ten (10) calendar days from
the date set forth in the "Notice to Proceed" sent by City and shall diligently prosecute
the work to completion within twenty-one (21) calendar days from the date of the "Notice
to Proceed" issued by the City excluding delays caused or authorized by the City as set
forth in Sections 7, 8 and 9 hereof.
Section 6. Time is of the Essence.
Time is of the essence of this Contract. As required by the Contract Documents,
Contractor shall prepare and obtain approval of all shop drawings, details and samples,
and do all other things necessary and incidental to the prosecution of Contractor's work
in conformance with an approved construction progress schedule. Contractor shall
coordinate the work covered by this Contract with that of all other Contractors,
subcontractors and of the City, in a manner that will facilitate the efficient completion of
the entire work in accordance with Section 5 herein. City shall have complete control of
the premises on which the work is to be performed and shall have the right to decide the
time or order in which the various portions of the work shall be installed or the priority of
the work of other subcontractors, and, in general, all matters representing the timely and
orderly conduct of the work of Contractor on the premises.
Section 7. Excusable Delays.
Contractor shall be excused for any delay in the prosecution or completion of the
Project caused by acts of God; inclement weather; damages caused by fire or other
casualty for which Contractor is not responsible; any act, neglect or default of City;
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR g-3
failure of City to make timely payments to Contractor; late delivery of materials required
by this Contract to be furnished by City; combined action of the workers in no way
caused by or resulting from default or collusion on the part of Contractor; a lockout by
City; or any other delays unforeseen by Contractor and beyond Contractor's reasonable
control.
City shall extend the time fixed in Section 5 for completion of the Project by the
number of days Contractor has thus been delayed, provided that Contractor presents a
written request to City for such time extension within fifteen (15) days of the
commencement of such delay and City finds that the delay is justified. City's decision
will be conclusive on the parties to this Contract. Failure to file such request within the
time allowed shall be deemed a waiver of the claim by Contractor.
No claims by Contractor for additional compensation or damages for delays will
be allowed unless Contractor satisfies City that such delays were unavoidable and not
the result of any action or inaction of Contractor and that Contractor took all available
measures to mitigate such damages. Extensions of time and extra compensation as a
result of incurring undisclosed utilities will be determined in accordance with Section C-
9(f) of the General Provisions. The City's decision will be conclusive on all parties to
this Contract.
Section S. Extra Work.
The Contract price includes compensation for all work performed by Contractor,
unless Contractor obtains a written change order signed by a designated representative
of City specifying the exact nature of the extra work and the amount of extra
compensation to be paid all as more particularly set forth in Section 9 hereof.
City shall extend the time fixed in Section 5 for completion of the Project by the
number of days reasonably required for Contractor to perform the extra work, as
determined by City's Engineer. The decision of the Engineer shall be final.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
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Section 9. Changes in Proiect.
A. City may at any time, without notice to any surety, by written order
designated or indicated to be a change order, make any change in the work within the
general scope of the Contract, including but not limited to changes:
1) in the Specifications (including drawings and designs);
2) in the time, method or manner of performance of the work;
3) in the City-furnished facilities, equipment, materials, services or
site; or
4) directing acceleration in the performance of the work.
B. A change order shall also be any other written order (including direction,
instruction, interpretation or determination) from the City which causes any change,
provided Contractor gives the City written notice stating the date, circumstances and
source of the order and that Contractor regards the order as a change order.
C. Except as provided in this Section 9, no order, statement or conduct of the
City or its representatives shall be treated as a change under this Section 9 or entitle
Contractor to an equitable adjustment.
D. If any change under this Section 9 causes an increase or decrease in
Contractor's actual, direct cost or the time required to perform any part of the work
under this Contract, whether or not changed by any order, the City shall make an
equitable adjustment and modify the Contract in writing. Except for claims based on
defective specifications, no claim for any change under paragraph (B) above shall be
allowed for any costs incurred more than twenty (20) days before the Contractor gives
written notice as required in paragraph (B). In the case of defective specifications for
which the City is responsible, the equitable adjustment shall include any increased
direct cost Contractor reasonably incurred in attempting to comply with those defective
specifications.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-5
E. If Contractor intends to assert a claim for an equitable adjustment under
this Section 9, it must, within thirty (30) days after receipt of a written change order
under paragraph (A) or the furnishing of a written notice under paragraph (B), submit a
written statement to the City setting forth the general nature and monetary extent of
such claim. The City may extend the thirty (30) day period. Contractor may include the
statement of claim in the notice under paragraph (B) of this Section 9.
F. No claim by Contractor for an equitable adjustment shall be allowed if
made after final payment under this Agreement.
G. Contractor hereby agrees to make any and all changes, furnish the
materials and perform the work that City may require without nullifying this Contract.
Contractor shall adhere strictly to the Plans and Specifications, unless a change
therefrom is authorized in writing by the City. Under no condition shall Contractor make
any changes to the Project, either in additions or deductions, without the written order of
the City and the City shall not pay for any extra charges made by Contractor that have
not been agreed upon in advance in writing by the City. Contractor shall submit
immediately to the City written copies of its firm's cost or credit proposal for change in
the work. Disputed work shall be performed as ordered in writing by the City and the
proper cost or credit breakdowns therefore shall be submitted without delay by
Contractor to City.
H. If in the opinion of the City's Engineer, it is in the City's best interest and it
is deemed necessary to proceed with a required change in the Contract Documents,
and time precludes submittal of the Contractor's proposal or, thorough analysis of the
Contractor's proposal, or the parties fail to reach an agreement, the City may order the
Contractor to proceed (Proceed Order) on the basis of a tentative, not to exceed price
based on the best estimate available at the time, with the firm price and time impact to
be determined later. If a Proceed Order is issued, the Contractor shall submit his
proposal for the changes in the work within 7 calendar days of the Proceed Order, and a
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-g
0 •
Change Order shall be negotiated and fully executed within 30 calendar days of the
Proceed Order.
Section 10. Liauidated Damages for Delay.
The parties agree that if the total work called for under this Contract, in all parts
and requirements, is not completed within the time specified in Section 5 plus the
allowance made for delays or extensions authorized under Sections 7, 8 and 9, the City
will sustain damage, which would be extremely difficult and impracticable to ascertain.
The parties therefore agree that Contractor will pay to City the sum of Two Hundred
Dollars ($200) per day, as liquidated damages, and not as a penalty, for each and every
calendar day during which completion of the Project is so delayed.
Contractor agrees to pay such liquidated damages and further agrees that City
may offset the amount of liquidated damages from any monies due or that may become
due Contractor under this Contract.
ection 11. Contract Price and Method of Payment.
City agrees to pay and Contractor agrees to accept as full consideration for the
faithful performance of this Contract, subject to any subsequent additions or deductions
as provided in approved change orders, the sum of Seventy-Six Thousand One
Hundred Dollars and Zero Cents ($ 76,100.00) as itemized on the attached Exhibit "A."
Within thirty (30) days from the commencement of work, there shall be paid to
the Contractor a sum equal to ninety percent (90%) of the value of the actual work
completed plus a like percentage of the value of material suitably stored at the worksite,
treatment plant or approved storage yards subject to or under the control of the City,
since the commencement of the work as determined by the City. Thereafter, on a
schedule issued by the City at the commencement of the job which shows a minimum of
one payment made to the Contractor per month for each successive month as the work
progresses and the request for payment due dates from the Contractor to meet the
payment schedule, the Contractor shall be paid such sum as will bring the total
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-7
payments received since the commencement of the work up to ninety percent (90%) of
the value of the work completed since the commencement of work as determined by the
City, less all previous payments, provided that the Contractor submits the request for
payment prior to the end of the day required to meet the payment schedule. The City
will retain ten percent (10%) of each approved progress payment until the Work is fifty
percent (50%) complete. Then, the City may at its option suspend further retainage
until the final progress payment. The City reserves the right to reinstate up to ten
percent (10%) retainage of the total of the Work if the City determines, at its discretion,
that the Contractor is not performing the Work satisfactorily, or there is other specific
cause for such retainage.
Payments shall be made on demands drawn in the manner required by law,
accompanied by a certificate signed by the City's Engineer, stating that the work for
which payment is demanded has been performed in accordance with the terms of the
Contract, and that the amount stated in the certificate is due under the terms of the
Contract. Partial payments on the Contract price shall not be considered as an
acceptance of any part of the work.
Section 12. Substitution of Securities in Lieu of Retention of Funds.
Pursuant to Public Contract Code Section 22300 et seq., the Contractor will be
entitled to post approved securities with the City or an approved financial institution in
order to have the City release funds retained by the City to insure performance of the
Contract. Contractor shall be required to execute an addendum to this Contract
together with escrow instructions and any other documents in order to effect this
substitution.
Section 13. Completion.
Within ten (10) days after the contract completion date of the Project, Contractor
shall file with the City's Engineer its affidavit stating that all workers and persons
employed, all firms supplying materials, and all subcontractors upon the Project have
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-g
• s
been paid in full, and that there are no claims outstanding against the Project for either
labor or material, except those certain items, if any, to be set forth in an affidavit
covering disputed claims, or items in connection with Stop Notices which have been
filed under the provisions of the statutes of the State of California. City may require
affidavits or certificates of payment and/or releases from any subcontractor, laborer or
material supplier.
Section 14. Contractor's Employees' Compensation.
A. Davis-Bacon Act:
Contractor will pay and will require all subcontractors to pay all employees on
said Project a salary or wage at least equal to the prevailing rate of per diem wages as
determined by the Secretary of Labor in accordance with the Davis-Bacon Act for each
craft or type of worker needed to perform the Contract.
The provisions of the Davis-Bacon Act shall apply only if the Contract is in
excess of Two Thousand Dollars ($2,000.00) or when twenty-five percent (25%) or
more of the Contract is funded by federal assistance. If the aforesaid conditions are
met, a copy of the provisions of the Davis-Bacon Act to be complied with are
incorporated herein as a part of this Contract and referred to by reference.
B. General Prevailing Rate:
City has ascertained from the State of California Director of Industrial Relations
the general prevailing rate of per diem wages and the general prevailing rate for legal
holiday and overtime work in the locality in which the work is to be performed for each
craft or type of work needed to execute this Contract, and copies of the same are on file
in the Office of the Engineer of City. The Contractor agrees that not less than said
prevailing rates shall be paid to workers employed on this public works contract as
required by Labor Code Section 1774 of the State of California.
C. Forfeiture For Violation:
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-g
Contractor shall, as a penalty to the City, forfeit Fifty Dollars ($50.00) for each
calendar day or portion thereof for each worker paid (either by the Contractor or any
subcontractor under it) less than the prevailing rate of per diem wages as set by the
Director of Industrial Relations, in accordance with Sections 1770-1780 of the California
Labor Code for the work provided for in this Contract, all in accordance with Section
1775 of the Labor Code of the State of California.
D. Travel and Subsistence Pay:
Section 1773.8 of the Labor Code of the State of California, regarding the
payment of travel and subsistence payments, is applicable to this Contract and
Contractor shall comply therewith.
E. Apprentices:
Section 1777.5, 1777.6 and 1777.7 of the Labor Code of the State of California,
regarding the employment of apprentices, is applicable to this Contract and the
Contractor shall comply therewith if the prime contract involves Thirty Thousand Dollars
($30,000.00) or more or twenty (20) working days, or more; or if contracts of specialty
Contractors not bidding for work through the general or prime Contractor are Two
Thousand Dollars ($2,000.00) or more or five (5) working days or more.
F. Workday:
In the performance of this Contract, not more than eight (8) hours shall constitute
a day's work, and Contractor shall not require more than eight (8) hours of labor in a day
from any person employed by him hereunder except as provided in paragraph (B)
above. Contractor shall conform to Article 3, Chapter 1, Part 7 (Sections 1810 et se .
of the Labor Code of the State of California and shall forfeit to the City as a penalty, the
sum of Twenty-five Dollars ($25.00) for each worker employed in the execution of this
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-10
Contract by Contractor or any subcontractor for each calendar day during which any
worker is required or permitted to labor more than eight (8) hours in any one calendar
day and forty (40) hours in any one week in violation of said Article. Contractor shall
keep an accurate record showing the name and actual hours worked each calendar day
and each calendar week by each worker employed by Contractor in connection with the
Project.
G. Record of Wages; Inspection:
Contractor agrees to maintain accurate payroll records showing the name,
address, social security number, work classification, straight-time and overtime hours
worked each day and week, and the actual per diem wages paid to each journeyman,
apprentice, worker or other employee employed by it in connection with the Project and
agrees to require that each of its subcontractors does the same. All payroll records
shall be certified as accurate by the applicable Contractor or subcontractor or its agent
having authority over such matters. Contractor further agrees that its payroll records
and those of its subcontractors shall be available to the employee or employee's
representative, the Division of Labor Standards Enforcement, and the Division of
Apprenticeship Standards and shall comply with all of the provisions of Labor Code
Section 1776, in general.
Section 15. Surety Bonds.
Contractor shall, before entering upon the performance of this Contract, furnish
bonds approved by the City Counsel -- one in the amount of one hundred percent
(100%) of the Contract price bid, to guarantee the faithful performance of the work, and
the other in the amount of one hundred percent (100%) of the Contract price bid to
guarantee payment of all claims for labor and materials furnished. This Contract shall
not become effective until such bonds are supplied to and approved by the City.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-1 i
Section 16. Insurance.
A. Contractor is also aware of the provisions of Section 3700 of the Labor
Code, which requires every employer to be insured against liability for Workers'
Compensation or undertake self-insurance in accordance with the provisions of that
Code and will comply with such provisions before commencing the performance of the
work of this Contract.
B. Contractor and all subcontractors will carry workers' compensation
insurance for the protection of its employees during the progress of the work. The
insurer shall waive its rights of subrogation against City, its officers, agents and
employees and shall issue a certificate to the policy evidencing same.
C. Contractor shall at all times carry, on all operations hereunder, bodily
injury, including death, and property damage liability insurance, including automotive
operations, bodily injury and property damage coverage. All insurance coverage shall
be in amounts specified by City in the Insurance Requirements and shall be evidenced
by the issuance of a certificate in a form prescribed by the City and shall be
underwritten by insurance companies satisfactory to City for all operations, subcontract
work, contractual obligations, product or completed operations, all owned vehicles and
non-owned vehicles. Said insurance coverage obtained by the Contractor, excepting
workers' compensation coverage, shall name the City, its Directors, Officers, Agents,
Employees, Engineers, and Consultants for this contract, and all public agencies from
whom permits will be obtained and their Directors, Officers, Agents and Employees, as
determined by the City, as additional insureds on said policies.
D. Before Contractor performs any work at, or prepares or delivers materials
to, the site of construction, Contractor shall furnish certificates of insurance evidencing
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-12
the foregoing insurance coverages and such certificates shall provide the name and
policy number of each carrier and policy and that the insurance is in force and will not
be canceled without thirty (30) days' written notice to City.
Contractor shall maintain all of the foregoing insurance coverages in force until
the work under this Contract is fully completed. The requirement for carrying the
foregoing insurance shall not derogate from the provisions for indemnification of City by
Contractor under Section 17 of this Contract. Notwithstanding nor diminishing the
obligations of Contractor with respect to the foregoing, Contractor shall subscribe for
and maintain in full force and effect during the life of this Contract, the following
insurance in amounts not less than the amounts specified and issued by a company
admitted in California and having a Best's Guide Rating of A-Class VII or better:
Worker's Compensation In accordance with the Workers'
Compensation Act of the State of
California -- Minimum of
$1,000,000
Public Liability, in the form of
either Comprehensive General $1,000,000, per occurrence, or
Liability or Commercial General alternatively,
Liability written on a per-occurrence $1,000,000 aggregate, separate
basis for this project.
Automobile liability, including $1,000,000 per occurrence
non-owned and hired vehicles
City or its representatives shall at all times have the right to inspect and receive
the original or a certified copy of all said policies of insurance, including certificates.
Contractor shall pay the premiums on the insurance hereinabove required.
Section 17. Risk and Indemnification.
All work covered by this Contract done at the site of construction or in preparing
or delivering materials to the site shall be at the risk of Contractor alone. Contractor
agrees to save, indemnify and keep City, its Directors, Officers, Agents, Employees,
Engineers, and Consultants for this Contract, and all public agencies from whom
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-13
• i
permits will be obtained and their Directors, Officers, Agents and Employees harmless
against any and all liability, claims, judgments, costs and demands, including demands
arising from injuries or death of persons (Contractors' employees included) and damage
to property, arising directly or indirectly out of the obligations herein undertaken or out of
the operations conducted by Contractor, save and except claims or litigation arising
through the sole negligence or sole willful misconduct of City, and will make good to and
reimburse City for any expenditures, including reasonable attorneys' fees City may incur
by reason of such matters, and if requested by City, will defend any such suits at the
sole cost and expense of Contractor.
Section 18. Stop Notice Administration.
City reserves the right to charge Contractor for City's actual administrative time
(including attorney's time) to administer and process stop notices filed by Contractor's
subcontractors, materialmen, or any other claimant or lienholder.
Section 19. Termination.
A. This Contract may be terminated in whole or in part in writing by either
party in the event of substantial failure by the other party to fulfill its obligations under
this Contract through no fault of the terminating party, provided that no termination may
be effected unless the other party is given: (1) not less than ten (10) calendar days'
written notice (delivered by certified mail, return receipt requested) of intent to terminate,
and (2) an opportunity for consultation with the terminating party prior to termination.
B. This Contract may be terminated in whole or in part in writing by the City
for its convenience, provided that the Contractor is given (1) not less than ten (10)
calendar days' written notice (delivered by certified mail, return receipt requested) of
intent to terminate, and (2) an opportunity for consultation with the terminating party
prior to termination.
C. If termination for default or convenience is effected by the City, an
equitable adjustment in the price provided for in this Contract shall be made, but (1) no
amount shall be allowed for anticipated profit on unperformed services or other work,
and (2) any payment due to the Contractor at the time of termination may be adjusted to
cover any additional costs to the City because of the Contractor's default. If termination
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-14
for default is effected by the Contractor, the equitable adjustment shall include a
reasonable profit for services or other work performed, but no adjustment will be
allowed for anticipated profits. The equitable adjustment for any termination shall
provide for payment to the Contractor for services rendered and expenses incurred prior
to the termination, in addition to termination settlement costs reasonably incurred by the
Contractor relating to commitments which had become firm prior to the termination.
D. Upon receipt of a termination action under paragraphs (A) or (B) above,
the Contractor shall (1) promptly discontinue all affected work (unless the notice directs
otherwise), and (2) deliver or otherwise make available to the City all data, drawings,
specifications, reports, estimates, summaries and such other information and materials
as may have been accumulated by the Contractor in performing this Contract whether
completed or in process.
E. Upon termination under paragraphs (A) or (B) above, the City may take
over the work and may award another party an agreement to complete the work under
this Contract.
Contractor agrees to perform all work under this Contract in accordance with the City's
designs, drawings and specifications. The Contractor guarantees for a period of at least
one (1) year from the date of substantial completion of the work that the completed work
is free from all defects due to faulty materials, equipment or workmanship and that he
shall promptly make whatever adjustments or corrections which may be necessary to
cure any defects, including repairs of any damage to other parts of the system resulting
from such defects. The City shall promptly give notice to the Contractor of observed
defects. In the event that the Contractor fails to make adjustments, repairs, corrections
or other work made necessary by such defects, the City may do so and charge the
Contractor the cost incurred. The performance bond shall remain in full force and effect
through the guarantee period.
The Contractor's obligations under this clause are in addition to the Contractor's
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-15
other express or implied assurances under this Contract or state law and in no way
diminish any other rights that the City may have against the Contractor for faulty
materials, equipment or work.
Section 20. Assignment.
No assignment by the Contractor of this Contract or any part hereof, or of funds
to be received hereunder, will be recognized by the City unless such assignment has
had prior written approval and consent of the City and the surety.
Section 21. Attorneys' Fees.
If any action at law or in equity is necessary to enforce or interpret the terms of
this Contract, the prevailing party shall be entitled to reasonable attorneys' fees, costs
and necessary disbursements in addition to any other relief to which it may be entitled.
If any action is brought against the Contractor or any subcontractor to enforce a Stop
Notice or Notice to Withhold, which names the City as a party to said action, the City
shall be entitled to reasonable attorneys' fees, costs and necessary disbursements
arising out of the defense of such action by the City. The City shall be entitled to deduct
its costs for any Stop Notice filed, whether court action is involved or not.
Section 22. Resolution of Disputes.
The City and the Contractor shall comply with the revisions of California Public
Contracts Code Section 20104, et seq., regarding resolution of construction claims for
any claims which arise between the Contractor and the City.
Section 23. Notices.
Any notice required or permitted under this Contract may be given by ordinary
mail at the address set forth below. Any party whose address changes shall notify the
other party in writing.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-16
To City: City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Director of Public Works
To Contractor: Ray Mohamedi
SOUTHLAND CONSTRUCTION
3943 Irvine Boulevard Suite 40
Irvine, CA, 92602
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-17
IN WITNESS WHEREOF, the parties hereto have executed this Construction
Contract as of the date first hereinabove written.
CITY OF SAN JUAN CAPISTRANO
By:
Mayor, Wyatt Hart
CONTRACTOR
By:
ATTEST:
By:
Margaret R. Monahan, City Clerk
APPROVED AS TO
By: ci. RM:
John R. Sha , City Attorney
U
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-18
BID
This is page one of EXHIBITA,referred to in
made and a part of the AGREEMENT
between the OWNER and the
CONTRACTOR
BID TO: CITY OF SAN JUAN CAPISTRANO
The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter mlo an Agreement with the City in the form
included in the Contract Documents(as defined in Article 4 of the Agreement)to perform the Work as specified or
indicated in said Contract Documents entitled:
RANCHO VIEJO SLOPE REPAIR
Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice
Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security.
This Bid will remain open for the period staled in the Notice Inviting Bids,unless otherwise required by law. Bidder will
enter into an Agreemem within the time and in the manner required in the Instructions to Bidders,and will furnish the
insurance certificates,Payment Bond,Performance Bond,and all Permits required by the Contract Documents.
Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby
acknowledged):
r '-
Number � Date
Number - Date
Number Date
Number Dale
Bidder has familianzed itself with the nature and extent of the Contract Documents,the Work,the site,the locality where
the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances,rules,and regulations),
and the conditions affecting cast,progress,or performance of the Work,and has made such Independent investigations
as Bidder deems necessary.
In conformance with the current statutory requirements of California Labor Code Section 1860,at seq.,the undersigned
confirms the following as its certification:
1 am aware of the provisions of Section 3700 of the Labor Code.which require every employer to be insured
against liability,for workers compensation,or to undertake self-insurance in accordance with the provisions,
before commencing the performance of the Work of this Contract
To all the foregoing,and including all Bid Schedule(s),List of Subcontractors,Non-collusion Affidavit,Bidder's General
Information,and Bid Bond contained in these Bid Forms,said Bidder further agrees to complete the Work required under
the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment
therefor the Contract Price based on the Lump Sum or Unit Bid Prices) named in the aforementioned Bidding
Schedule(s).
Dated: b Bidder.
I ,
By:
C /(Signature)
roam uaao BID (PROPOSAU
noeu:wmv woo BID FORMS- PAGE 1
uo. aor
06/15/2005 OB:46 9494933955 CITY OF SJC • PAGE 03/03
This i8 Page 2 of Exhibit A,referred to in and made part of the Agreement between the Owner and the
contractor
BID SCHEDULE
RANCHO VIEJO SLOPE REPAIR
ESTIMATED UNrr
ITEM DESCRIPTION QUANTITY UNIT COST AMOUNT
1 General Conditions 1 l3 ./C,
2 Erosion ControVOuat Control 1 LS
3 Exeavatlon and Export 130 CY
4 4`Dran system 100 LF Pqq
6 6'Drain System 500 LF
6 6'Drain Svetem 210 LF U O G
7 Concrete V-0itoh 420 LF "! U E f5 ,
8 Coro doll through Junction Structure 2 EA
8 Stone Drain Clean Out S EA ~C
10 Sb Anchors 10 EA y <• O y�
11 Remove I anon Lines 400 LF
S^ LO i C
12 Slurry Backfill a 170 IF
TOW
59..�cti(.o-..�L! C:�-•^,Y'��ti Cry "' 1
Name of Bidder or Firm
Unit Price Bid Schedule
Bid Forms.Page 2
ATTACHMENTI
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' ''= r SAN JUAN CAPISTRANO
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ATTACHMENT 2
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32400 PASEO ADELANTO - MEMBERS OF THE CITU COUNCIL
SAN JUAN CAPISTRANO,CA 92675
SAM EVATO
(949)493-1171 ��� - -
DIANE BATHGATE
(949)493-1053 FAX t% Im 19 RRito DIANE
FABBIif B[B � )96) WVATT HART
rrwlcsanjzlanrapi.vrana.o g 1776 JOE SOTO
DAVID M.SWERDUN
August 17, 2005
NOTIFICATION OF ACTION BY THE
CITY COUNCIL OF SAN JUAN CAPISTRANO
On August 16, 2005 the City Council of San Juan Capistrano met regarding:
"Consideration of Construction Contract for the Rancho Viejo Slope Repair
Project (Southland Construction) (Rancho Viejo Road at Spotted Bull Lane)" Item
No. D3.
The following action was taken at the meeting: Receipt of all bids acknowledged;
Construction Contract awarded to Southland Construction Company, in the
amount of $76,100; the Mayor authorized to execute the Construction Contract;
and the City Manager authorized to approve necessary changes to the contract
within the project budget.
If you have any questions regarding this action, please contact Amy Amirani, Public
Works Director at 443-6331 for more detailed information.
Thank you,
Mini Oz
Deputy City Clerk
Cc: Southland Construction; Amy Amirani, Public Works Director
San Juan Capistrano: Preserving the Past to Enhance the Future
L.� Printed on rec,tdod ceder _
32400 PASEO ADELANTO v el .V � MEMBERS OF THE CITY COUNCIL
SAN JUAN CAPISTRANO,CA 92675 SAM ALLEVATO
(949)493-1171 Imcoavoaailu
(949)493-1053 FAX DIANE BATHGATE
EAFBufXLO � I98I WVATT HART
it IVWsanjuancapisfrano.org V76 JOE SOTO
a DAVID M.SWERDLIN
NOTIFICATION OF MEETING OF POTENTIAL INTEREST
OF THE SAN JUAN CAPISTRANO CITY COUNCIL
The City Council of San Juan Capistrano will meet at 7:00 p.m. on August 16, 2005 in
the City Council Chamber in City Hall, to consider: "Consideration of Construction
Contract for the Rancho Viejo Slope Repair Project (Southland Construction)
(Rancho Viejo Road at Spotted Bull Lane)" — Item No. D3.
If you have specific thoughts or concerns regarding this item, you are encouraged to
participate in this decision making process. You can communicate with the City Council
through correspondence addressed to the Council and/or by attending the meeting and
speaking to the Council during the public meeting.
Correspondence related to this item must be received at the City Clerk's office by 5:00
p.m. on Monday, August 15, 2005 to allow time for the Council to consider its content.
If you would like to speak at the meeting, please complete a yellow "Request to Speak"
form found inside the entrance to the Council Chamber. This form is turned in at the
staff table, just in front of the Council dais. You will be called to speak by the Mayor
when the item is considered.
You have received this notice at the request of the City staff member Amy Amirani,
Public Works Director. You may contact that staff member at (949) 443-6331 with any
questions.
The agenda, including agenda reports, is available to you on our web site:
www.sanauancapistrano.org. If you would like to subscribe to receive a notice when
agendas are posted to the web site, please make that request by sending an e-mail to:
council-aciendasC�sanivancapistrano.ora.
Meg Monahan, CMC
City Clerk
cc: Southland Construction; Amy Amirani, Public Works Director
* Received staff report
San Juan Capistrano: Preserving the Past to Enhance the Future
L� Pnntad on recycled oaoer
Bid Opening Report •
Bids opened: June 21, 2005 at 2:00 p.m.
Project Title: Rancho Viejo road Reanir
Project Engineer: Peter Salgado Pre-Bid Eimate $45,000
Bidder: Bid Amount Bid Bond/Addenda?
1 SOUTH AND CONSTRUCTION
2. /
3. /
4. /
5. /
6. /
7. /
8. /
Signed: Dated:
cc: City Clerk Staff (3)
Project Department (3)
City Manager (1)
The above bid amounts have not been checked. The bid totals are subject to correction after the bids
have been completely reviewed.
5/17/2005
D4
AGENDA REPORT
TO: Dave Adams, City Manager
FROM: Amy Amirani, Public Works Director
SUBJECT: Consideration of Plans, Specifications, and Call for Bids — Rancho Viejo
Slope Repair (Rancho Viejo Road at Spotted Bull Lane)
RECOMMENDATION:
By motion, approve the plans and specifications and authorize the City Clerk to solicit
bids.
SITUATION:
The top of the existing slope at the intersection of Rancho Viejo Road at Spotted Bull
Lane has suffered erosion damage and is in need of repair. The slope is within the
public right-of-way and is on the east side of Rancho Viejo Road. Private backyards
currently drain onto the top of the slope, causing erosion ruts to develop. Continued
erosion has also resulted in cracks and fissures along the top of the slope. The
erosion ruts, cracks and fissures allow water to infiltrate into the soil, which will in turn,
compromise the stability of the slope.
Based on recommendations from the City's Geotechnical Engineering consultant,
Neblett and Associates, plans and specifications have been prepared to repair the top
of the existing slope. Repairs include surficial grading and the installation of a surface
and sub-surface drainage system. These repairs will provide appropriate drainage and
minimize soil erosion.
The plans and specifications for the project are complete and ready for solicitation of
bids. Staff recommends that the City Council approve the plans and specifications, and
authorize the City Clerk to solicit bids.
Staff has reviewed the scope of the project and determined it to be categorically exempt
from environmental review based on Section 15301, Class 1(c) of the California
Environmental Quality Act (CEQA) Guidelines, which exempts the repair of existing
facilities within the public right-of-way.
Agenda Report May 17, 2005
Page 2
COMMISSION/BOARD REVIEW AND RECOMMENDATIONS:
Not applicable.
FINANCIAL, CONSIDERATIONS:
The estimated cost of construction is $45,000. There are sufficient funds under
account number 01-62419-4445 to cover construction as well as engineering and
inspections costs for the project.
NOTIFICATION:
Not applicable.
RECOMMENDATION:
By motion, approve the plans and specifications and authorize the City Clerk to solicit
bids.
Respectfully submitted, Prepared by,
QJq c�
Amy Amirani Pete Sal a
Public Works Director Se for vil gi eer
AA/PS:mp
Attachment; 1. Location Map
2. Plans and Specifications
THE CITY OF
SAN JUAN CAPISTRANO
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ATTACHMENT 1
ATTACHMENT
PLANS AND SPECIFICATIONS
Due to its size, a copy of the plans and specifications have been made available
for City Council and public review in the Public Works Department, located at
32450 Paseo Adelanto, San Juan Capistrano, CA 92675.
•
AFFIDAVIT OF PUBLICATION PROOF OF PUBLIICRECEIDATION
STATE OF CALIFORNIA, )
>
County of Orange ss. M JUN 10 P 21 32
)
I am a citizen of the United States and a resident CITY CLERKSAN JUAN CAPISTRANO
of the County aforesaid; I am over the age of
eighteen years,and not a party to or interested
Proof of Publication of
in the above entitled matter. I am the principal
clerk of the Capistrano Valley News , a
newspaper that has been adjudged to be a
newspaper of general circulation by the Supenor I Noreen Txlrmxa twos
Court of the County of Orange, State of RAS VIEJO SLOPE REPAIR PROJECT
Notice arysrepeyh gdivperno that etIhse City of San Juan stano
California,on June 7, 1984, Case No.A-122949 will atm ee W VIE SLOPE REPAIR PRforOJECT,until z uo
CONSTR
p.m.on the 21st day of June 2005.
in and for the City of San Juan Capistrano, A pre-bk visit to the work site is scheduled for 2:00 p.m.on
June T,2005,at the Public Works Department.
County of Orange,State of California;that the Copies of the Plans and SpsoiM1cations are on file at the City
Clerks Office,City of San Juan Cepistrano, 32400 Paseo
notice,of which the annexed is a true printed Adelanto,sen Jean Caoktralo,Calilomie,and may be ob-
p tahred at Me non-refun able charge of$30 plus a charge of
$15 for each set of Plans and specifications mailed,
copy,has been published in each regular and Dared: May/9,2005
entire issue of said newspaper and not in any CITY of SAN JUAN CAPISTRANO
ORANGE COUNTY,CALIFORNIA
supplement thereof on the following dates,to Published:Capistrano Valley News,June 2,June 9,2005
WTT792 3-123
Wit:
June 2, 9,2005
"I certify(or declare)under the penalty of
perjury under the laws of the State of California
that the foregoing is true and correct":
Executed at Santa Ana,Orange County,
California, on
Date: June 9,2005
Signature
Capistrano Valley News
625 N.Grand Ave.
Santa Ana,CA 92701
(714)796-7000 ext.2209
0 •
AFFIDAVIT OF PUBLICATION RECtW BF PUBLICATION
STATE OF CALIFORNIA, j ss. 10 JUN -® F9 2t 48
County of Orange )
CITY CLERK
I am a citizen of the United States and a resident AN JUAN CAPISTRANO
of the County aforesaid; I am over the age of
eighteen years,and not a party to or interested
Proof of Publication of
in the above entitled matter. I am the principal
clerk of the Capistrano Valley News, a
newspaper that has been adjudged to be a
xonca armee frrnteit
newspaper of general circulation by the Superior RANCHO VIEJO SLOPE REPAIR PROJECT
Court of the County of Orange, State of Notice Is g�Cpaan Nt no Cey J
No
California,on June 7, 1984, Case No. A-122949 for
�q,� day��P�p PROJECT.ene 2:00
Apra I Il to ft work a0e b scheduled ar 200 Pm.on
in and for the City of San Juan Capistrano, Jaae r,2005,0 the Public wodm Depererwd.
Copies of the Plena and SPecikcaaons n m 1L a the COY
County of Orange, State of California; that the Clak'a 011109,Cxy ofSanJun 3244M bPeeaw
AdelaafttmW at the San Jnaruelu 00109 nedwge�Pkel a%Zge d
notice, of which the annexed is a true printed $20 breech sen of Plana.m Speolkoaftu nwilad.
copy,has been published in each regular and Dated: May 19'21105
entire issue of said newspaper and not in any CITY OF OORANGECOCO NTTY,CAN LIA
supplement thereof on the following dates,toCaPhdr novv�Ne .May 26"h June 9.�r
wit
May 26,2005
"I certify(or declare)under the penalty of
perjury under the laws of the State of California
that the foregoing is true and correct":
Executed at Santa Ana, Orange County,
California,on
Date: May 26,2005
OIL
Signature
Capistrano Valley News
625 N. Grand Ave.
Santa Ana,CA 92701
(714)796-7000 ext.2209
NOTICE OF TRANSMITTAL
CAPISTRANO VALLEY NEWS
Legal Publications
CHARGE TO ACCOUNT NO: 0041125000
FOR PUBLICATION ON: THURSDAY, MAY 26, 2005
THURSDAY, JUNE 2, 2005 (revised copy)
THURSDAY, JUNE 9, 2005 (revised copy)
DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS — Rancho Viejo Slope
Repair
PROOF OF PUBLICATION: Please fax to:
City Clerk's Office, City Hall
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
fax (949) 493-1053
telephone (949) 493-1171
AUTHORIZED BY: /s/ Margaret R. Monahan
DATE: May 18, 2005
Date of Bid Opening - 06/21/05
Date(s) notice published - 05/26/05
- 06/09/05
Date affidavit received - to I�/ 0c5 c�- (0 / 10 10 5
Date notice posted in - 05/26/05
designated posting places —
0
NOTICE INVITING BIDS
RANCHO VIEJO SLOPE REPAIR PROJECT
Notice is hereby given that the City of San Juan Capistrano will receive sealed
proposals or bids for CONSTRUCTING THE RANCHO VIEJO SLOPE REPAIR
PROJECT, until 2:00 p.m. on the 21st day of June 2005.
A pre-bid visit to the work site is scheduled for 2:00 p.m. on June 7, 2005, at the Public
Works Department.
Copies of the Plans and Specifications are on file at the City Clerk's Office, City of San
Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be
obtained at the non-refundable charge of$30 plus a charge of $15 for each set of Plans
and Specifications mailed.
Dated: May 18, 2005
t-
MAF(dAFtT R. MON AN CITY CLE K
CITY O SAN JUAN PISTRANO
ORANGE COUNTY, ALIFORNIA
FOR OFFICE USE ONLY:
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING
CITY OF SAN JUAN CAPISTRANO ) AND PUBLICATION
I, MARGARET R. MONAHAN, declare that I am the duly appointed and qualified
City Clerk of the City of San Juan Capistrano; that on May 26, 2005, 1 caused the above
Notice to be posted in three (3) public places in the City of San Juan Capistrano, to wit:
City Hall;
Community Center Reception Area;
Orange County Public Library
AND, that on May 26, 2005, the above Notice was published in the Capistrano Valley News
newspaper.
I declare under penalty of perjury that the foregoing is true and correct.
MA A R. MONA CITY LERK
City of San Juan Capi r no, California
CITY OF SAN JUAN CAPISTRANO
NOTICE INVITING BIDS
RANCHO VIEJO SLOPE REPAIR PROJECT
N-1 NOTICE IS HEREBY GIVEN that sealed bids for the construction of the Rancho
Viejo Slope Repair Project will be received at the office of the City Clerk of the City of San
Juan Capistrano, California, until 2 p.m. on June 21, 2005 at which time they will be
opened and read aloud in the Council Chambers of the City of San Juan Capistrano(City).
N-2 DESCRIPTION OF THE WORK: The Work includes the installation of a surface and
sub-surface drainage system at the top of the existing slope at the intersection of Rancho
Viejo Road and Spotted Bull Lane.
N-3 LOCATION OF THE WORK: The Work shall be constructed at the top of the
existing slope on the east side of Rancho Viejo Road, at the intersection of Rancho Viejo
Road and Spotted Bull Lane.
N-4 COMPLETION OF THE WORK: Time is of the essence. All work must be
completed within 21 calendar days after the date specified in the Notice to Proceed.
Liquidated damages will be assessed as set forth in the Agreement for failure to meet the
specified completion date.
N-5 AWARD OF CONTRACT:
(a) The City reserves the right after opening bids to reject any or all bids, to waive
any informality (non-responsiveness) in a bid, or to make award to the lowest responsive,
responsible bidder and reject all other bids, as it may best serve the interest of the City.
(b) As a condition of award,the successful bidder will be required to submit payment
and performance bonds and insurance in an amount of 100 percent of the contract price.
N-6 BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or
Bid Bond in the amount of at least 10 percent of the total bid price, payable to the City of
San Juan Capistrano.
N-7 BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period
of 90 calendar days after the date of Bid opening.
N-8 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a
valid Class "A" Contractor license at the time of submitting bids.
N-9 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general
prevailing rate of per diem wages as determined by the Director of the Department of
Industrial Relations of the State of California for the locality where the work is to be
performed. A copy of said wage rates is on file at the office of the City. The Contractor and
any subcontractors shall pay not less than said specified rates and shall post a copy of said
wage rates at the project site.
NOTICE INVITING BIDS
PAGE
i i
N-10 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent
of payments due under the Contract Documents from time to time,without retention of any
portion of the payment by the City by depositing securities of equivalent value with the City
in accordance with the provisions of Section 22300 of the Public Contract Code.
N-11 PRE-BID VISIT TO WORK SITE: Prospective bidders are invited to attend a pre-bid
visit to the proposed work site and existing facilities, which will be conducted by the City at
2:00 pm on June 7, 2005. This meeting will be held at the City of San Juan Capistrano,
Public Works Department at 32400 Paseo Adelanto, San Juan Capistrano. Any Bidder who
fails to attend the pre-bid site visit accepts full responsibility for acceptance of all site
conditions that would have been evident had a site inspection been made.
N-12 EXISTING GEOTECHNICAL REPORT
(a) The Bidder's attention is directed to the fact that a geotechnical report was
prepared by Neblett and Associates, Inc. 4911 Warner Avenue, Suite 218, Huntington
Beach, CA 92649, entitled "Geotechnical Investigation Report—Rancho Viejo Slope", dated
January 10, 2003.
(b) A copy of the above-listed report maybe purchased for$30 dollars per set and
are obtainable from the Department of Public Works, City of San Juan Capistrano, 32450
Paseo Adelanto, San Juan Capistrano, CA 92675. An additional fee of$20 dollars will be
charged for sets of documents sent by mail.
(d) Said report is made available for the convenience of the bidders only, and the
City disclaims any responsibility for its contents.All statements,findings, and interpretations
in said report are those of Neblett and Associates, Inc. The City does not make any
interpretations or representations as to the accuracy of said report. Said report is not a part
of the Contract Documents, and all bidders shall make their own interpretations as to the
conditions existing at the proposed site.
N-13 OBTAINING OR INSPECTING CONTRACT DOCUMENTS:
(a) Contract Documents may be inspected without charge at the City of San Juan
Capistrano, City Clerk's Office, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675.
(b)Complete sets of said Contract Documents may be purchased for$50 dollars per
set and are obtainable from the City of San Juan Capistrano, City Clerk's Office, 32400
Paseo Adelanto, San Juan Capistrano, CA 92675. No refund will be made of any charges
for sets of Contract Documents.
(c) An additional fee of $20 dollars will be charged for sets of documents sent by
mail.
N-14 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be
sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed
to the City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope
NOTICE INVITING BIDS
PAGE
shall be plainly marked in the upper left hand corner with the name and address of the
Bidder and shall bear the words 'Bid For..." followed by the Project title and the date and
hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the
same envelope with the Bid.
This Notice is hereby given and published by order of the Council members of the City of
San Juan Capistrano and is dated this 18th dray of May, 2005
I ) 4eu�l�—
T LERK
ITY F SAN JUAN CAPISTRANO
GE COUNTY, CALIFORNIA
NOTICE INVITING BIDS
PAGE 3
06/15/2805 08:46 9494933955 CITY OF SJC PAGE 02/03
324OQ PASEQ AMMANTO j. MEMBERS OF THE CIN COUNCIL
SAN JUAN CAPISTRANO.CA 92675 4 SAMALLeVATO
(949)493-1171 u[ePlxem DIANE SATHOATe
(949)493.1053 FA • nmunm �• 1961
www..eanj2ianCaprctrato.org Irr6 M7ATrnaer
doe sora
DAVID IA RNERDLIN
TRANSMITTAL
DATE: June 15, 2005
TO: All Bidders
FROM: Peter Salgado, City of San Juan Capistrano
RE: RANCHO VIEJO SLOPE REPAIR PROJECT—ADDENDUM 1
® FOR YOUR REVIEW ❑ FOR YOUR SIGNATURE(S) ❑ FOR YOUR APPROVAL
® FOR YOUR USE ❑RESUBMIT ❑AS REQUESTED
REMARKS:
This addendum makes the following change to the contract documents for the
subject project.
1. The attached Bid Schedule (Attachment 1) shall replace the Bid Schedule
included in the original bid documents.
This transmittal is being sent via fax. Please confirm receipt of the fax transmittal
by signing the confirmation below and faxing it back to me. If you have any
questions, please do not hesitate to contact me.
Thanks,
Peter Salgado
City of San Juan Capistrano
(949) 443-6366
(949) 493-3955 fax
Received:
J7 2
Name of Bidder Date
San Juan Capistrano.• Preserving the Past to Enhance the Future
`.� !IItICtl on mr.ML.b MOM
BID
This is page one of EXHIBIT A,referred to in
made and a part of the AGREEMENT
between the OWNER and the
CONTRACTOR
BID TO: CITY OF SAN JUAN CAPISTRANO
The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with the City in the form
included in the Contract Documents (as defined in Article 4 of the Agreement) to perform the Work as specified or
indicated in said Contract Documents entitled:
RANCHO VIEJO SLOPE REPAIR
Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice
Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security.
This Bid will remain open for the period stated in the Notice Inviting Bids,unless otherwise required by law. Bidder will
enter into an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the
insurance certificates, Payment Bond, Performance Bond, and all Permits required by the Contract Documents.
Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby
acknowledged): _
Number Date
Number Date
-
Number Date
Number Date
Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the locality where
the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances, rules,and regulations),
and the conditions affecting cost,progress,or performance of the Work,and has made such independent investigations
as Bidder deems necessary.
In conformance with the current statutory requirements of California Labor Code Section 1860,at seq.,the undersigned
confirms the following as its certification:
I am aware of the provisions of Section 3700 of the Labor Code,which require every employer to be insured
against liability for worker's compensation,or to undertake self-insurance in accordance with the provisions,
before commencing the performance of the Work of this Contract.
To all the foregoing,and including all Bid Schedule(s),List of Subcontractors,Non-collusion Affidavit,Bidder's General
Information,and Bid Bond contained in these Bid Forms,said Bidderfurther agrees to complete the Work required under
the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment
therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding
Schedule(s).
Dated: Bidder:
By:
♦ ��
Signature)
Title: ® lam(�,
FORM U3 BID (PROPOSAL)
xO8uJ id pd
Nov 2001 BID FORMS - PAGE 1
06/15/2005 08:46 9494933955 CITY OF SJC PAGE 03/03
is is Page 2 of Exhibit A, referred to in and made part of the Agreement between the Owner and the
Cordractor
BID SCHEDULE
RANCHO VIEJO SLOPE REPAIR
ESTIMATED UNIT
ITEM DESCRIPTION QUANTITY UNIT COST AMOUNT
p o fl
1 General Conditions 1 LS 0 00
2 Erosion Control/Dust Control 1 LS P o n / 0
3 F-Y=vatlon and Export 130 Cy 100
D
4 4"Drain Svstem 100 LF C� p 9 Q
5 'Drain Svstern 500 LF
8 &'Drain System 210 LF
7 Concrete V-Ditch 420 LF / o
8 Core drill through Junction Structure 2 EA (0 P o Z
9 Storm Drain Clean Out 5 EA
10 Slow Anchors 10 EA O
11 Remove Inigation Unes 400 LF 2O
12 SlurryBackfill 170 LF 2 n
Tota! 7 ( f
Name of Bidder or Firm
Unit Price Bad Schedule
Bid Fortes-Page 2
ATTACHMENTI
WORKER'S COMPENSATION CERTIFICATE
(AS REQUIRED BY SECTION 1861
OF THE CALIFORNIA LABOR CODE)
I am aware of the provisions of Section 3700 of the California Labor Code,
which require every employer to be insured against liability for worker's
compensation, or to undertake self-insurance in accordance with the
provisions of said Code, and I will comply with such provisions before
commencing the performance of the Work of this Contract.
SOUTHL AN D CONSTRUCTION
STR oCTION
3
IRVINE,CA 92602
Contractor :r�l •71A-488-2891
FAX:949-651-1265
By
Title
FOW Uc WORKER'S COMPENSATION CERTIFICATE
ss �,P.wa
a,e AGREEMENT AND BONDS - PAGE 3
g2001 zoos
r INFORMATION REQUIRED OF BIDDER
LIST OF SUBCONTRACTORS
As required under Section 4100,et seq.,of the Public Contract Code,the Bidder shall list below the name and business
address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the
Contractor's Total Bid Price,and shall also list the portion of the Work which will be done by such subcontractor. After
the opening of Bids,no changes or substitutions will be allowed except as otherwise provided by law. The listing of more
than one subcontractor for each item of Work to be performed with the words"and/or will not be permitted. Failure to
comply with this requirement will render the Bid as non-responsive and may cause its rejection.
Contractors
License
Work to be 1Performed Number Subcontractors Name&Address
1 U "�
2
3
4
5
$
7
-FORM U-430 LIST OF SUBCONTRACTORS
A°$;2ooiub5'wpe BID FORMS - PAGE#'
NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER
AND SUBMITTED WITH BID
State of California )
County
(� .c z �,�. ss.
Coun of �
I, "��(� �! being first duly sworn, deposes and says that he or she is
¢ (I-A l�c�c
o/�✓V 1� of the parry making the
foregoing Bid, that the Bid is not made in the interest of,or on behalf of, any undisclosed person, partnership,
company,association,organization,or corporation;that the Bid is genuine and not collusive or sham;that the
Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham Bid, and has
not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a
sham Bid,orthat anyone shall refrain from bidding;thatthe Bidderhas not in any manner,directly or indirectly,
sought by agreement,communication,or conference with anyone to fix the Bid price of the Bidder or any other
Bidder, or to fix any overhead, profit, or cost element of the Bid price, or of that of any other Bidder, or to
secure any advantage against the public body awarding the Contract of anyone interested in the proposed
Contract; that all statements contained in the Bid are true, and, further, that the Bidder has not, directly or
indirectly, submitted his or her Bid price, or any breakdown thereof, or the contents thereof, or divulged
information ordata relative thereto,or paid,and will not pay,anyfee to anycorporation,partnership,company,
association,organization,bid depository,orto any memberoragent thereof,to effectuate a collusive or sham
Bid.
SOUTHLAND CONSTRUCTION
3943 IRVINE BL.#40
Bidder IRVINE,CA 92602
TEL.714.488 889'
By ff � /� FAX:949-651-1265
Title r\ (9 'j P'_0 i
Organization L ✓l
Address
SO
3943 IRVINE BL.#40
,R%gINE,Ce a960a
TEL:714-488-2891
FAX:949.881.1206
FORM U-480 NON-COLLUSION AFFIDAVIT
Aug 2ooi° i.w°a BID FORMS - PAGE fi
BID BOND
KNOW ALL MEN BY THESE PRESENTS,
That as Principal, and
as Surety, are held and firmly bound unto The
City of San Juan Capistrano, hereinafter called the"Owner" in the sum of
dollars
(not less than 10 percent of the total amount of the bid)
for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors, and assigns,jointly and severally, firmly by these presents.
WHEREAS, said Principal has submitted a Bid to said Owner to perform the Work required under the Bid
Schedule(s) of the Owner's Contract Documents entitled:
RANCHO VIEJO SLOPE REPAIR
NOW THEREFORE, if said Principal is awarded a Contract by said Owner, and within the time and in the
manner required in the"Notice Inviting Bids"and the"Instructions to Bidders"enters into a written Agreement
on the Form of Agreement bound with said Contract Documents, furnishes the required Certificates of
Insurance,and furnishes the required Performance Bond and Payment Bond,then this obligation shall be null
and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this Bond by said
Owner, and Owner prevails, said Surety shall pay all costs incurred by said Owner in such suit, including a
reasonable attorney's fee to be fixed by the court.
SIGNED AND SEALED,this day of , 20
(SEAL)
(SEAL)
(SEAL)
(SEAL)
(SEAL AND NOTARIAL
ACKNOWLEDGMENT OF SURETY) (Principal)
(Surety)
(Signature)
(Signature)
FORMU410 BID BOND (BIO SECURITY FORM)
A W41obp"d_,wpd
Nw201 BID FORMS - PAGE
BIDDER'S GENERAL INFORMATION
The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be
non-responsive and may cause its rejection.
1. BIDDER/CONTRACTOR'S Name and Street Address:
SOUTHLAND CONSTRUCTION
IRVINE,CA 92602
T
PAX'949-651-1265
OUTHLAND CONSTRUCTION
2. CONTRACTOR'S Telephone Number: ( —^o943iRRv�FdE�L
Facsimile Number: ( ) IRVINE,CA 92602
E-mail address FAX:949-651-1265
c33
3. CONTRACTOR'S License: Primary Clas/sifi ation - IS -
State License Number(s) 3nn
Supplemental License Classifications /4 - �_ 3 3
4. Surety Company and Ag nt ho will provide tee required Bonds on this Contract:
Name of Surety
�( n
11
If
Address
Surety Company Agent
Telephone Numbers: Agent( � t ) 7T Surety ( )
5. Type of Firm (Individual, Partnership or Corporation):
6. Corporation organized under the laws of the State of: �-
7. Listthe names and addresses of the principal members of the firm or names and titles of the principal
officers of the corporation or firm: 4
BIDDER'S GENERAL INFORMATION (Continued)
FORM U-420 BIDDER'S GENERAL INFORMATION
x13U-4201nfo.wpd
Nov 2001 BID FORMS - PAGE 7
8. Number of years experience as a contractor in this specific type of construction work: l �f
9. List at least three related projects of comparable size and complexity completed to date:
1 . Owner V� � A' ss �
Contact Class of work CJ ° cc
Phone ( 1 Contract amount Q (�
Project ( 1 Date completed
2. Owner Address
Contact Class of work
Phone 1 1 Contract amount
Project (_) Date completed
3. Owner Address
Contact Class of work
Phone ( 1 Contract amount
Project (_) Date completed
10. List the name and title of the person who will supervise full-time the proposed work for your
firm: v�
11. Is full-time supervisor an employee htia contract services ?
12. A financial statement or other information and references sufficiently comprehensive to permit
an appraisal of your current financial condition may be required by the Engineer.
FORM U 420 BIDDER'S GENERAL INFORMATION
Nov 2001 2001 BID BID FORMS - PAGE 8
THE AMERICAN INSTITUTE OF ARCHITECTS
to
AIA Document A310
Bid Bond
BOND#NIA
KNOW ALL MEN BY THESE PRESENTS, that we
SOUTHLAND CONSTRUCTION
3943 IRVINE BOULEVARD,SUITE 40 IRVINE,CA 92602
(Here insert full name,and address or[age[title of
Contractor)
as Principal, hereinafter called the Principal, and
INDEMNITY COMPANY OF CALIFORNIA
17780 FITCH STREET IRVINE,CA 92614
(Here insert full name,and address or legal title of Surety)
a corporation duly organized under the laws of the State of
CALIFORNIA
as Surety, hereinafter called the Surety, are held and firmly bound unto
CITY OF SAN JUAN CAPISTRANO
32400 PASEO ADELANTO SAN JUAN CAPISTRANO,CA 92675
(Here insert full name,and address or legal title of Owner)
as Obligee, hereinafter called the Obligee, in the sum of
TEN AND 001100 PERCENT------------------------------------------ Dollars ( $ 10 % ),
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally,firmly by
these presents.
WHEREAS, the Principal has submitted a bid for
RANCHO VIEJO SLOPE REPAIR
(Here insert full name,address and description of project)
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract
with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the
bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for
the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the
Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference
not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the
Obligee may in good faith contract with another party to perform the Work covered by said bid then this obligation
shall be null and void, otherwise to remain in full force and effect.
Sign an ealed this 2nd day of June 2005
SOUTHLAND CONSTRUCTION
(Principal) �c
(Wits s) itle),
INDEMNITY/COMP NY OF<AL NIA
—� urery) (Seal)
C —
(Witness) (Title)
YUNG T. M LICK,Attorney-in-F.Ict
AIA DOCUMENT A310 BID BOND AIA® FEBRUARY 1970 ED THE AMERICAN
INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.WASHINGTON,D.C. 20006
CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT
STATE OF CALIFORNIA )
COUNTY OF ORANGE )
On JUNE 2, 2005 before me, JENNIFER C. MONEY
NAME OF NOTARY PUBLIC
personally appeared, YUNG T. MULLICK
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose
name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS my band and official seal. )ENNIFERC.MONEY
COMM.tf►1470955 >
Notary Public CdHornla N
ORANGE COUNTY
My Camra.Eqm hbnury 17.7A08i
(SEAL)
NOTARY PUBLIC SIGNATURE
OPTIONAL INFORMATION
TITLE OR TYPE OF DOCUMENT
DATE OF DOCUMENT
POWER OF ATTORNEY FOR
DEVELOPERS SURETY AND INDEMNITY COMPANY
INDEMNITY COMPANY OF CALIFORNIA
PO BOX 19725.IRVINE,CA 92623 (949)263-3300
KNOW ALL MEN BY THESE PRESENTS,that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY
COMPANY OF CALIFORNIA,do each,hereby make,constitute and appoint:
***Yung T. Mullick, James W. Moilanen, Jennifer Giboney, Frances Lefler, jointly or severally***
as their true and lawful Atlomcy(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,bonds,undertakings
and contracts of suretyship giving and granting unto said Attorncy(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper
to be done in connection therewith as tach of said corporations could do,but reserving to each of said corporations full power of substitution and revocation,and
all of the acts of said Altomey(s)-in-Fact,pursuant to these presents,are hereby ratified and confirmed.
This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of
DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of November 1,2000:
RESOLVED,that the Chairman of the Board,the President and any Vice President of the corporation be,and that each of them hereby is,authorized to
execute Powers of Attorney,qualifying the attomey(s)named in the Powers of Attorney to execute,on behalf of the corporations,bonds,undertakings and contracts
of suretyship;and that the Secretary or any Assistant Secretary of the corporations be,and each of them hereby is,authorized to attest the execution of any such
Power of Attomcy;
RESOLVED,FURTHER,that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by
facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in
the future with respect to any bond,undertaking or contract of suretyship to which it is attached.
IN WITNESS WHEREOF,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused
these presents to be signed by their respective Executive Vice President and attested by their respective Secretary this I sl day of February,2005.
By
AND
David H.Rhodes,Executive Vice-President e,,•`p(c�V,• •�1.41, 40MPPOR O
yJ.4Q1tPORgTd`-4jybV0
¢` OCT. `:i 2 _ = OCT.
yE 10 rn2 W 1967
By: oj.;• 1936cg4ppPPxP a2
Walter ALrowell,Secretarpy �� /pyy p•,.•�a,•°
O ,•,*,,,
STATE OF CALIFORNIA )
)SS.
COUNTY OF ORANGE )
On February I,2005,before me,Nita G.E iB"mcycr,personally appeared David H.Rhodes and Walter A.Crowell,personally known to me(or proved
to me on the basis of satisfactory evidence)to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the
same in their authorized capacities,and that by their signatures on the instrument the entity upon behalf of which the persons acted,executed the instrument.
WITNESS my hand and official scald NRA G.HIFFMEYER
% f.OMM. 1543487 f
NO'fAFiV PUBLIC CALIFORNIA
Signature 3 ORANGE COUNTY 2
' My comm.m#ras Jan.10,2009
CERTIFICATE
The undersigned,as Executive Vice-President,of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF
CALIFORNIA,does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked,and furthermore,that the provisions of
the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Anomcy,are in force as of the dale of this Corlifiealc.
This Certificate is executed in the City of Irvine,California,the 2 day of JUNE 2005
By I o✓\
David L.Kerrigan,Executive Vice-President
ID-1380(Rev.2/05)
CALIFORNIA PRELIMINARY NOTICE
THIS NOTICE IS GIVEN PURSUANT TO SECTIONS 3097 AND 3098,CALIFORNIA CIVIL CODE
THIS IS NOT A LIEN. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR.
YOU ARE HEREBY NOTIFIED: DATE: November 10,2005
THE NAME AND ADDRESS OF THE PERSON OR FIRM WHO HAS FURNISHED OR WILL FURNISH LABOR, SERVICES, EQUIPMENT OR
MATERIAL OF THE FOLLOWING DESCRIPTION IS:
I DESCRIPTION OF LABOR,SERVICES, EQUIPMENT OR MATERIAL:
N F MARINA LANDSCAPE, INC. HYDROSEEDING
D O I 1100 E.KATELLA AVENUE
I R R ANAHEIM, CA 92805-6621
V M
I
D BY: JOB NAME AND LOCATION: RANCHO VI EJO
U RANCHO WEJO/SPOTTED BULL
A BOBBIE CARESS
L SAN JUAN CAP,CA
THE NAME AND ADDRESS OF THE PERSON WHO CONTRACTED
FOR THE PURCHASE OF(PRIVATE WORKS)OR WHO WILL BE NOTICE TO PROPERTY OWNER
FURNISHED(PUBLIC WORKS)SUCH LABOR,SERVICES,
EQUIPMENT OR MATERIAL IS: If bills are not paid in full for the labor,services,equipment,or materials furnished
or to be furnished,a mechanics'lien leading to the loss,through court foreclosure
RAY
proceedings,of all or part of your property being so improved may be placed
SOUTHLAND CONSTRUCTIO-NL against the property even though you have paid your contractor in full, You may
.#140 wish to protect yourself against the consequence by(1)requiring your contractor
IRVINE, CA 92602 to furnish a signed release by the person or firm giving you this notice before
making a payment to your contractor,or(2)any other method or device that is
appropriate under the circumstances. Other than residential homeowners of
TO:OWNER,REPUTED CITY OF dwelling containing fewer than five units,private project owners must notify the
OWNER OR original contractor and any lien claimant who has provided the owner with a
PUBLIC ENTITY SAN JUAN CAPISTRANO preliminary 20-day lien notice in accordance with Section 3097 of the Civil Code
32400 PASCO ADELANTO that a notice of completion or notice of cessation has been recorded within 10
SAN JUAN CAP, CA 92675 days of its recordation. Notice shall be by registered mall,certified mail,or
first-class mail,evidenced by a certificate of mailing. Failure to notify will extend
TO: ORIGINAL SOUTHLAND CONSTRUCTION the deadlines to record a lien. 7 ra
CONTRACTOR OR (THIS STATEMENT IS APPLICABLE TWPRIVAS WOOONLY.)
REPUTED 3943 IRVINE BLVD.#40 . . .+.......++ .+�....«. .......r..r. C:C ..o.�. . M«i 0 M_...
CONTRACTOR IRVINE, CA 92602 y�
TRUST FUNDS TO WHICH SUPPLEMENTAL FRIN?�*NE=S ARLWAYABLE:
TO: LENDER OR N/A N/A Dpr
REPUTEDLENDER N�
Z �
e ..i
TO: SUBCONTRACTOR N/A (MATERIAL MEN NOT REQUIRED TO FURNISH THE ABOVE)
ESTIMATED PRICE OF THE LABOR, SERVICES,
EQUIPMENT OR MATERIAL DESCRIBED HEREIN: $1,350.00
I PROOF OF SERVICE AFFIDAVIT-(SECTION 3097.1,CALIFORNIA CIVIL CODE)
declare that I served copies of the above PRELIMINARY NOTICE(check appropriate box).
(a)[ ]By personally delivering copies to at
(name(s)and t tle(s)of persons served)
On at M.
(date) (year) (time)
(b)[ By First Class Ce ifi dor Regi tared Mail service, ostag repaid,addressed to each of the parties at the address
shown above on `�fbJP Wt I _ I(� _.
I declare under penalty of erjury/�hat the foreew?g js 4r)Ge�Adcorrect.
on �()VQ WI
Signed at Yl ('l lm C �U nn
Signature of person making service: rn
[ATTACH RECEIPTS OF CERTIFIED OR REGI 5fRED MAIL WHEN RETURNED]
• � Jia,
32400 PASEO ADELANTO / MEMBERS OF THE CITY COUNCIL
SAN JUAN CAPISTRANO,CA 92675 /
(949)493-1171 ,,//qq�� SAM ALLEVATO
(949)493-1053 FAX }y I mfAAAAAAlEO DIANE ATHGATE
BTAAtISR(A 1961 MATT HART
www.sanjuancapistrano.org 1776 JOE SOTO
• • DAVID M.SWERDLIN
TRANSMITTAL
DATE: June 15, 2005
TO: All Bidders
FROM: Peter Salgado, City of San Juan Capistrano
RE: RANCHO VIEJO SLOPE REPAIR PROJECT — ADDENDUM 1
® FOR YOUR REVIEW ❑ FOR YOUR SIGNATURE(S) ❑ FOR YOUR APPROVAL
® FOR YOUR USE ❑ RESUBMIT ❑ AS REQUESTED
REMARKS:
This addendum makes the following change to the contract documents for the
subject project.
1. The attached Bid Schedule (Attachment 1) shall replace the Bid Schedule
included in the original bid documents.
This transmittal is being sent via fax. Please confirm receipt of the fax transmittal
by signing the confirmation below and faxing it back to me. If you have any
questions, please do not hesitate to contact me.
Thanks,
Peter Salgado
City of San Juan Capistrano
(949) 443-6366
(949) 493-3955 fax
Received:
Name of Bidder Date
San Juan Capistrano: Preserving the Past to Enhance the Future
^.� Printed on rewcled Paoer
This is Page 2 of Exhibit A, referred to in and made part of the Agreement between the Owner and the
Contractor
BID SCHEDULE
RANCHO VIEJO SLOPE REPAIR
ESTIMATED UNIT
ITEM DESCRIPTION QUANTITY UNIT COST AMOUNT
1 General Conditions 1 LS
2 Erosion Control/Dust Control 1 LS
3 Excavation and Export 130 CY
4 4"Drain System 100 LF
5 6"Drain System 500 LF
6 8"Drain System 210 LF
7 Concrete V-Ditch 420 LF
8 Core drill through Junction Structure 2 EA
9 Storm Drain Clean Out 5 EA
10 Slope Anchors 10 EA
11 Remove Irrigation Lines 400 LF
12 Scurry Backfill 170 LF
Total
Name of Bidder or Firm
Unit Price Bid Schedule
Bid Forms-Page 2
ATTACHMENTI
1
1 CITY OF SAN JUAN CAPISTRANO
1 NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND
1 SPECIFICATIONS
1
1 for the
RANCHO VIEJO SLOPE REPAIR PROJECT
i
1 IN THE CITY OF SAN JUAN CAPISTRANO
1 May, 2005
1
1
1
1
1
1
i
' Dave Adams, City Manager
i
1
NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND
' SPECIFICATIONS
TABLE OF CONTENTS
PART I -- BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS
Notice Inviting Bids
Instructions to Bidders
Bid Forms
Bid (Proposal)
Bid Schedule
List of Subcontractors
Non-collusion Affidavit
Bidder's General Information
' Bid Bond (Bid Security Form)
Agreement and Bonds
' Agreement Form
Worker's Compensation Certificate
Performance Bond
' Payment Bond
Certificate of Insurance
' PART II --CONDITIONS OF THE CONTRACT
General Conditions of the Construction Contract
' Supplementary General Condition
' PART III -- TECHNICAL SPECIFICATIONS
Division I General Requirements
' Division 2 Concrete Paving
PART IV—APPENDICES
' Appendix - A
' Construction and Demolition Ordinance
Appendix - B
' Best Management Practices
1
' FORM part-0 SPECIFICATIONS
RNz m"0""' GENERAL CONTENTS-PAGE 1
CITY OF SAN JUAN CAPISTRANO
' PART I - BIDDING AND CONTRACTUAL
DOCUMENTS AND. FORMS
' RANCHO VIEJO SLOPE REPAIR PROJECT
Notice Inviting Bids
' Instructions to Bidders
Bid Forms
Bid (Proposal)
Bid Schedule
List of Subcontractors
' Non-Collusion Affidavit
Bidder's General Information
Bid Bond (Bid Security Form)
' Agreement and Bonds
Agreement Form
' Worker's Compensation Certificate
Performance Bond
Payment Bond
' Certificate of Insurance
i
' xoau-parti..ae CONTENTS
N.2WI PART I
' CITY OF SAN JUAN CAPISTRANO
' NOTICE INVITING BIDS
' RANCHO VIEJO SLOPE REPAIR PROJECT
N-1 NOTICE IS HEREBY GIVEN that sealed bids for the construction of the Rancho
Viejo Slope Repair Project will be received at the office of the City Clerk of the City of San
Juan Capistrano,.California, until 2 p.m. on June 21, 2005 at which time they will be
opened and read aloud in the Council Chambers of the City of San Juan Capistrano(City).
N-2 DESCRIPTION OF THE WORK: The Work includes the installation of a surface and
sub-surface drainage system at the top of the existing slope at the intersection of Rancho
' Viejo Road and Spotted Bull Lane.
N-3 LOCATION OF THE WORK: The Work shall be constructed at the top of the
existing slope on the east side of Rancho Viejo Road, at the intersection of Rancho Viejo
Road and Spotted Bull Lane.
N-4 COMPLETION OF THE WORK: Time is of the essence. All work must be
completed within 21 calendar days after the date specified in the Notice to Proceed.
Liquidated damages will be assessed as set forth in the Agreement for failure to meet the
' specified completion date.
N-5 AWARD OF CONTRACT:
(a) The City reserves the right after opening bids to reject any or all bids, to waive
' any informality (non-responsiveness) in a bid, or to make award to the lowest responsive,
responsible bidder and reject all other bids, as it may best serve the interest of the City.
' (b) As a condition of award,the successful bidder will be required to submit payment
and performance bonds and insurance in an amount of 100 percent of the contract price.
N-6 BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or
Bid Bond in the amount of at least 10 percent of the total bid price, payable to the City of
San Juan Capistrano.
' N-7 BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period
of 90 calendar days after the date of Bid opening.
N-8 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a
valid Class "A" Contractor license at the time of submitting bids.
N-9 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general
prevailing rate of per diem wages as determined by the Director of the Department of
Industrial Relations of the State of California for the locality where the work is to be
performed. A copy of said wage rates is on file at the office of the City. The Contractor and
any subcontractors shall pay not less than said specified rates and shall post a copy of said
wage rates at the project site.
' NOTICE INVITING BIDS
PAGE 1
N-10 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent
of payments due under the Contract Documents from time to time,without retention of any
portion of the payment by the City by depositing securities of equivalent value with the City
in accordance with the provisions of Section 22300 of the Public Contract Code.
N-11 PRE-BID VISIT TO WORK SITE: Prospective bidders are invited to attend a pre-bid
visit to the proposed work site and existing facilities, which will be conducted by the City at
2:00 pm on June 7, 2005. This meeting will be held at the City of San Juan Capistrano,
' Public Works Department at 32400 Paseo Adelanto,San Juan Capistrano. Any Bidder who
fails to attend the pre-bid site visit accepts full responsibility for acceptance of all site
conditions that would have been evident had a site inspection been made.
' N-12 EXISTING GEOTECHNICAL REPORT
' (a) The Bidder's attention is directed to the fact that a geotechnical report was
prepared by Neblett and Associates, Inc. 4911 Warner Avenue, Suite 218, Huntington
Beach, CA 92649, entitled "Geotechnical Investigation Report—Rancho Viejo Slope", dated
' January 10, 2003.
(b) A copy of the above-listed report maybe purchased for$30 dollars per set and
' are obtainable from the Department of Public Works, City of San Juan Capistrano, 32450
Paseo Adelanto, San Juan Capistrano, CA 92675. An additional fee of$20 dollars will be
charged for sets of documents sent by mail.
(d) Said report is made available for the convenience of the bidders only, and the
City disclaims any responsibility for its contents.All statements,findings, and interpretations
' in said report are those of Neblett and Associates, Inc. The City does not make any
interpretations or representations as to the accuracy of said report. Said report is not a part
of the Contract Documents, and all bidders shall make their own interpretations as to the
' conditions existing at the proposed site.
N-13 OBTAINING OR INSPECTING CONTRACT DOCUMENTS:
' (a) Contract Documents may be inspected without charge at the City of San Juan
Capistrano, City Clerk's Office, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675.
(b) Complete sets of said Contract Documents may be purchased for$50 dollars per
' set and are obtainable from the City of San Juan Capistrano, City Clerk's Office, 32400
Paseo Adelanto, San Juan Capistrano, CA 92675. No refund will be made of any charges
for sets of Contract Documents.
(c) An additional fee of $20 dollars will be charged for sets of documents sent by
mail.
' N-14 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be
sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed
to the City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope
NOTICE INVITING BIDS
PAGE
shall be plainly marked in the upper left hand corner with the name and address of the
Bidder and shall bear the words 'Bid For..." followed by the Project title and the date and
hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the
same envelope with the Bid.
' This Notice is hereby given and published by order of the Council members of the City of
San Juan Capistrano and is dated this 18th day of May, 2005
IERK
SAN JUAN CAPISTRANO
COUNTY, CALIFORNIA
NOTICE INVITING BIDS
PAGE
CITY OF SAN JUAN CAPISTRANO
INSTRUCTIONS TO BIDDERS
1. DEFINED TERMS-Terms used in these Instructions to Bidders and the Notice Inviting Bids and not
defined herein shall have the meanings assigned to them in the General Conditions. The term"Bidder"shall
mean one who submits a Bid directly to the City, as distinct from a sub-bidder,who submits a Bid to a Bidder.
The term "Engineer"shall be as defined in the General Conditions or Supplementary General Conditions.
' 2. COMPETENCY OF BIDDERS-Exceptas otherwise provided under Public ContractCode§20103.5,
no Bid for the Work will be accepted from a contractor who does not hold a valid contractor's license in the
State of California for the classifications named in the Notice Inviting Bids at the time of opening Bids.
3. DISQUALIFICATION OF BIDDERS - More than one Bid from an individual, firm, partnership,
corporation,or association under the same or different names will not be considered. If the City believes that
any Bidder is interested in more than one Bid for the Work contemplated, all Bids in which such Bidder is
interested will be rejected. If the City believes that collusion exists among the Bidders,all Bids will be rejected.
4. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND THE SITE-(a)It is the responsibility
' of each Bidder before submitting a Bid to examine the Contract Documents thoroughly; visit the site to
become familiar with local conditions that may affect cost, progress, or performance of the Work; consider
federal, state, and local laws and regulations that may affect cost, progress, or performance of the Work;
study and carefully correlate the Bidder's observations with the Contract Documents;and notify the Engineer
of all conflicts, errors, or discrepancies noted in the Contract Documents.
(b) Reference is made to the Supplementary General Conditions for identification of those reports of
explorations and tests of subsurface conditions at the site which may have been utilized by the Engineer in
the preparation of the Contract Documents. However, such reports are NOT a part of the Contract
Documents. The interpretation of such technical data, including any interpolation or extrapolation thereof,
together with non-technical data, interpretations, and opinions contained therein orthe completeness thereof
is the responsibility of the Bidder.
(c)Copies of such reports and drawings will be made available for inspection by the City to any Bidder
upon request. Those reports and drawings are NOT part of the Contract Documents, but any technical data
' contained therein upon which the Bidder is entitled to rely is limited to that set forth in the Supplementary
General Conditions.
'
(d)Subjecttothe provisionsof Section4215 of theCalifornia GovernmentCode,information and data
reflected in the Contract Documents with respect to underground utilities at or contiguous to the site is based
upon information and data furnished to the City and the Engineer by the owners of such underground utilities
or others, and the City does not assume responsibility for the accuracy or completeness thereof unless it is
' expressly provided otherwise in the Supplementary General Conditions.
(e) Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders
' on subsurface conditions, underground utilities and other physical conditions, and possible changes in the
Contract Documents due to differing conditions appear in the Specifications and Supplementary General
Conditions.
' (f)Before submitting a Bid,each Bidder must,at Bidder's own expense,make or obtain any additional
examinations and investigations which pertain to the physical conditions (surface, subsurface, and
underground utilities)at or contiguous to the site or otherwise which may affect cost,progress,or performance
' of the Work and which the Bidder deems necessary to determine its Bid for performing the Work in
accordance with the time, price, and other terms and conditions of the Contract Documents.
' FORM U-101 INSTRUCTIONS TO
x06U-101ins1.wpa
Nnv x001 BIDDERS - PAGE 1
(g)Where feasible, upon request in advance, the City will provide each Bidder access to the site to
conduct such investigations and tests as each Bidder deems necessary for submittal of a Bid. The Bidder
shall fill all exploration and test holes made by the Bidder and shall repair damage, clean up, and restore the
' site to its former condition upon completion of such exploration.
(h)The lands upon which the Work is to be performed, the rights-of-way and easements for access
thereto, and other lands designated for use by the Contractor in performing the Work are identified in the
Contract Documents. All additional lands and access thereto required for temporary construction facilities or
storage of materials and equipment are to be provided by the Contractor. Easement for permanent structures
or permanent changes in existing structures will be obtained and paid for by the City unless otherwise
' provided in the Contract Documents.
(i)The submittal of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder
has complied with every requirement of this Article;that without exception the Bid is premised upon performing
the Work required by the Contract Documents and such means, methods, techniques, sequences, or
procedures of construction as may be indicated in or required by the Contract Documents; and that the
Contract Documents are sufficient in scope and detail to indicate and convey understanding of all the terms
and conditions for performance of the Work.
S. INTERPRETATIONS -All questions about the meaning or intent of the Contract Documents are to
be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response
' to such questions will be resolved by the issuance of Addenda mailed, FAXed, or delivered to all parties
recorded by the Engineer or the City,as having received the Contract Documents. Questions received less
than 7 days prior to the date of opening Bids may not be answered. Only questions that have been resolved
' by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal
or contractual effect.
6. BID SECURITY, BONDS, AND INSURANCE - Each Bid shall be accompanied by a certified or
cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check or bond
shall be made payable to the City and shall be given as a guarantee that the Bidder, if awarded the Work, will
enter into an Agreement with the City and will furnish the necessary insurance certificates, Payment Bond,
and Performance Bond. Each of said bonds and insurance certificates shall be in the amounts stated in the
General and Supplementary Conditions of the Contract. In case of refusal or failure of the successful Bidder
to enter into said Agreement, the check or Bid Bond, as the case may be, shall be forfeited to the City
pursuant to the provisions of Public Contract Code Section 20174. If the Bidder elects to furnish a Bid Bond
as its security, the Bidder shall use the Bid Bond form bound herein, or one conforming substantially to it in
form.
' 7. RETURN OF BID SECURITY-Within 14 days after award of the Contract, the City will return all bid
securities accompanying such of the Bids that are not considered in making the award. All other Bid securities
will be held until the Agreement has been finally executed. They will then be returned to the respective
Bidders whose Bids they accompany.
8. BID FORM -The Bid shall be made on the Bid Schedule sheets bound herein
Unless otherwise provided in the Notice Inviting Bids, in the event
' there is more than one Bid Schedule, the Bidder may Bid on any individual schedule or on any combination
of schedules. All bid items shall be properly filled out. Where so indicated in the Bid Documents, Bid price
shall be shown in words and figures, and any conflict between the words and figures, the words shall govern.
The envelope enclosing the sealed bids shall be plainly marked in the upper left-hand corner with the name
and address of the Bidder and shall bear the words"BID FOR,"followed by the title of the Contract Documents
for the Work, the name of the "CITY OF SAN JUAN CAPISTRANO,"the address where the bids are to be
delivered or mailed to, and the date and hour of opening of bids. The Bid Security shall be enclosed in the
' same envelope with the Bid.
INSTRUCTIONS TO FORMAT
xO6U-101 inst.wpd
BIDDERS - PAGE 2 Nov 2Oo1
9. SUBMITTAL OF BIDS -The Bids shall be delivered by the time and to the place stipulated in the
Notice Inviting Bids. It is the Bidder's sole responsibility to see that its Bid is received in proper time. Bids will
not be accepted after the appointed time for opening of bids, no matter what the reason.
' 10. DISCREPANCIES IN BIDS -In the event that there is more than one Bid Item in the Bid Schedule,
the Bidder shall furnish a price for all Bid Items in the schedule, and failure to do so will render the Bid as
non-responsive and may cause its rejection. In the event that there are unit price Bid Items in a Bid Schedule
and the"amount' indicated for a unit price Bid Item does not equal the product of the unit price and quantity
listed, the unit price shall govern and the amount will be corrected accordingly, and the Contractor shall be
bound by such correction, subject to the provisions of Section 5100 et seq. of the California Public Contract
' Code. In the event that there is more than one Bid Item in a Bid Schedule and the total indicated for the
schedule does not agree with the sum of prices Bid on the individual items, the prices bid on the individual
items shall govern and the total for the schedule will be corrected accordingly, and the Contractor shall be
bound by said correction, subject to the provisions of Section 5100 et seq. of the California Public Contract
Code.
11. QUANTITIES OF WORK-(a)The quantities of work or material stated in unit price items of the Bid
are supplied only to give an indication of the general scope of the Work; the City does not expressly or by
implication agree that the actual amount of work or material will correspond therewith.
(b) In the event of an increase or decrease in a bid item quantity of a unit price contract, the total
'
amountof work actuallydone or materials or equipment furnished shall be paid foraccording tothe unitprices
established for such work under the Contract Documents; provided,that on unit price contracts, increases of.
more than 25 percent,decreases of more than 25 percent,and eliminated items shall be adjusted as provided
' in the General and Supplementary General Conditions of the Contract.
12. WITHDRAWAL OF BID -The Bid may be withdrawn by the Bidder by means of a written request,
signed by the Bidder or it's properly authorized representative. Such written request must be delivered to the
place stipulated in the Notice Inviting Bids prior to the scheduled closing time for receipt of Bids.
13. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS - Unauthorized conditions,
limitations, or provisos attached to the Bid will render it informal and will cause its rejection as being
non-responsive. The completed Bid forms shall be without interlineation,alterations,or erasures. Alternative
Bids will not be considered unless expressly called for in the Notice Inviting Bids. Oral, FAX, telegraphic, or
telephone Bids or modifications will not be considered.
14. LIQUIDATED DAMAGES - Provisions for liquidated damages, if any, shall be as set forth in the
Agreement and the provisions of the General and Supplementary General Conditions.
15. SUBSTITUTE OR"OR-EQUAL"ITEMS-The Work, if awarded,will be on the basis of materials and
equipment described in the Drawings or specified in the Specifications without consideration of possible
substitute or"or-equal"items. Whenever it is indicated in the Drawings or specified in the Special Provisions
that a substitute or"or-equal" item of material or equipment may be furnished or used by the Contractor if
acceptable to the Engineer, application for such acceptance may be considered by the Engineer pursuant to
the provisions of Public Contract Code Section 3400(tea 1998) The procedure for submittal of any such
application by the Contractor and consideration by the Engineer shall be as specified in the Specifications or
Special Provisions.
16. AWARD OF CONTRACT - Award of Contract, if it is awarded, will be to the lowest responsive,
responsible bidder.
17. EXECUTION OF AGREEMENT - The Bidder to whom award is made shall execute a written
Agreement with the City on the form of agreement provided, shall secure all insurance, and shall furnish all
certificates and bonds required by the Contract Documents within 15 calendar days after receipt of the
Agreement forms from the City. Failure or refusal to enter into an Agreement as herein provided or to conform
to any of the stipulated requirements in connection therewith shall be just cause for an annulment of the award
' FORM U-101 INSTRUCTIONS TO
x06U-1011.st.wId
Nov 2001 BIDDERS - PAGE 3
and forfeiture of the Bid Security. If the lowest responsive, responsible bidder refuses or fails to execute the
Agreement, the City may award the Contract to the second lowest responsive, responsible Bidder. If the
second lowest responsive, responsible Bidder refuses or fails to execute the Agreement,the City may award
the Contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or
third lowest Bidder to execute the Agreement, each such bidder's Bid Securities shall be likewise forfeited to
the City.
18. WORKER'S COMPENSATION REQUIREMENT-The Bidder should be aware that in accordance
with laws of the State of California,the Bidderwill,if awarded the Contract, be required to secure the payment
of compensation to its employees and execute the Worker's Compensation Certification.
END OF INSTRUCTIONS TO BIDDERS -
INSTRUCTIONS TO FORMAT
XO6U-101ins1.wpE
BIDDERS - PAGE 4 Nov 2001
BID DOCUMENTS
1
only the following listed documents, identified in the lower right corner
as 'Bid Forms" and reproduced on colored paper, shall be fully
executed and submitted with the Bid at the time of opening of Bids.
Bid (Proposal)
Bid Schedule(s)
List of Subcontractors
Non-collusion Affidavit
Bid Bond (Bid Security Form)
Bidder's General Information
Failure of a Bidder to fully execute and submit all of the listed
' documents with the Bid will render a Bid as non-responsive and
subject to rejection.
Bid C.v., COVER SHEET
07u-tma�,.wpd
Aug 2001 BID FORMS
BID
This is page one of EXHIBIT A,referred to in
' made and a part of the AGREEMENT
between the OWNER and the
CONTRACTOR
BID TO: CITY OF SAN JUAN CAPISTRANO
The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with the City in the form
included in the Contract Documents (as defined in Article 4 of the Agreement) to perform the Work as specified or
indicated in said Contract Documents entitled:
RANCHO VIEJO SLOPE REPAIR
Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice
Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security.
This Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise required by law. Bidder will
enter into an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the
insurance certificates, Payment Bond, Performance Bond, and all Permits required by the Contract Documents.
Bidder has examined copies of all the Contract Documents, including the following Addenda(receipt of which is hereby
acknowledged):
Number Date
Number Date
Number Date
Number Date
Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the locality where
the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances, rules,and regulations),
and the conditions affecting cost,progress,or performance of the Work,and has made such independent investigations
as Bidder deems necessary.
' In conformance with the current statutory requirements of California Labor Code Section 1860,et seq.,the undersigned
confirms the following as its certification:
I am aware of the provisions of Section 3700 of the Labor Code,which require every employer to be insured
against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions,
before commencing the performance of the Work of this Contract.
To all the foregoing,and including all Bid Schedule(s),List of Subcontractors,Non-collusion Affidavit, Bidder's General
Information,and Bid Bond contained in these Bid Forms,said Bidder further agrees to complete the Work required under
the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment
therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding
' Schedule(s).
Dated: Bidder:
By:
(Signature)
' Title:
FORM Ute" BID (PROPOSAL)
x08U-300bidwptl
Nov zoo+ BID FORMS - PAGE 1
This is Page 2 of Exhibit A, referred to in and made part of the Agreement between the Owner and the
Contractor
' BID SCHEDULE
RANCHO VIEJO SLOPE REPAIR
ESTIMATED UNIT
' ITEM DESCRIPTION QUANTITY UNIT COST AMOUNT
1 General Conditions 1 LS
2 Erosion Control/Dust Control 1 LS
3 Excavation and Export 130 CY
4 4"Drain System 100 LF
5 6"Drain System 500 LF
6 8"Drain System 210 LF
7 Concrete V-Ditch 420 LF
8 Core drill through Junction Structure 2 EA
' 9 Storm Drain Clean Out 2 EA
10 Slope Anchors 10 EA
11 lRernove Irrigation Lines 400 1 LF
12 Slurry Backfill 170 LF
Total
Name of Bidder or Firm
Unit Price Bid Schedule
Bid Forms-Page 2
ATTACHMENT
' INFORMATION REQUIRED OF BIDDER
LIST OF SUBCONTRACTORS
1
As required under Section 4100,et seq.,of the Public Contract Code,the Bidder shall list below the name and business
address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the
Contractor's Total Bid Price,and shall also list the portion of the Work which will be done by such subcontractor. After
the opening of Bids,no changes or substitutions will be allowed except as otherwise provided by law. The listing of more
than one subcontractor for each item of Work to be performed with the words"and/or"will not be permitted. Failure to
' comply with this requirement will render the Bid as non-responsive and may cause its rejection.
Contractor's
License
Work to be Performed Number Subcontractor's Name&Address
1
2
3
4
' 5
6
7
S
FORM U-430 LIST OF SUBCONTRACTORS
10U-430subs.wp4
Aug 2001 BID FORMS - PAGES
1
1
1
NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER
1 AND SUBMITTED WITH BID
1 State of California )
ss.
County of )
1
I, being first duly sworn, deposes and says that he or she is
1 of , the party making the
foregoing Bid,that the Bid is not made in the interest of,or on behalf of, any undisclosed person, partnership,
1 company,association,organization,or corporation;that the Bid is genuine and not collusive or sham,that the
Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham Bid, and has
not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a
1 sham Bid,orthatanyone shall refrain from bidding;thatthe Bidder has not in any manner,directly or indirectly,
sought by agreement,communication,or conference with anyone to fix the Bid price of the Bidder or any other
Bidder, or to fix any overhead, profit, or cost element of the Bid price, or of that of any other Bidder, or to
1 secure any advantage against the public body awarding the Contract of anyone interested in the proposed
Contract; that all statements contained in the Bid are true, and, further, that the Bidder has not, directly or
indirectly, submitted his or her Bid price, or any breakdown thereof, or the contents thereof, or divulged
1 information ordata relative thereto,or paid,and will not pay,any fee to anycorporation,partnership,company,
association,organization,bid depository,or to any memberoragent thereof,to effectuate a collusive or sham
Bid.
1 Bidder
1 By
Title
1 Organization
1 Address
1
1
1 FORMU-480NON-COLLUSION AFFIDAVIT
A.92001 i.w BID FORMS - PAGE f`Y
1
1
' BID BOND
' KNOW ALL MEN BY THESE PRESENTS,
That as Principal, and
as Surety, are held and firmly bound unto The
City of San Juan Capistrano, hereinafter called the "Owner" in the sum of
' dollars
(not less than 10 percent of the total amount of the bid)
' for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors, and assigns,jointly and severally, firmly by these presents.
WHEREAS, said Principal has submitted a Bid to said Owner to perform the Work required under the Bid
Schedule(s) of the Owner's Contract Documents entitled:
' RANCHO VIEJO SLOPE REPAIR
NOW THEREFORE, if said Principal is awarded a Contract by said Owner, and within the time and in the
manner required in the"Notice Inviting Bids"and the"Instructions to Bidders"enters into a written Agreement
on the Form of Agreement bound with said Contract Documents, furnishes the required Certificates of
Insurance,and furnishes the required Performance Bond and Payment Bond,then this obligation shall be null
and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this Bond by said
Owner, and Owner prevails, said Surety shall pay all costs incurred by said Owner in such suit, including a
reasonable attorney's fee to be fixed by the court.
SIGNED AND SEALED,this day of , 20
(SEAL)
(SEAL)
(SEAL)
(SEAL)
' (SEAL AND NOTARIAL
ACKNOWLEDGMENT OF SURETY) (Principal)
(Surety)
' (Signature)
(Signature)
FORM U410 BID BOND (BID SECURITY FORM)
Nov zool1 BID FORMS - PAGE
' BIDDER'S GENERAL INFORMATION
' The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be
non-responsive and may cause its rejection.
' 1. BIDDER/CONTRACTOR'S Name and Street Address:
2. CONTRACTOR'S Telephone Number: ( )
Facsimile Number: ( )
E-mail address
' 3. CONTRACTOR'S License: Primary Classification
State License Number(s)
Supplemental License Classifications
4. Surety Company and Agent who will provide the required Bonds on this Contract:
Name of Surety
Address
Surety Company Agent
Telephone Numbers: Agent( ) Surety( )
' 5. Type of Firm (Individual, Partnership or Corporation):
6. Corporation organized under the laws of the State of:
7. Listthe names and addresses of the principal members of he firm or names and titles of the principal
officers of the corporation or firm:
' BIDDER'S GENERAL INFORMATION (Continued)
FORM U-420 BIDDER'S GENERAL INFORMATION
x13U-420info.wpd
Nov 2001 BID FORMS - PAGE 7
1
' 8. Number of years experience as a contractor in this specific type of construction work:
' 9. List at least three related projects of comparable size and complexity completed to date:
1. Owner Address
Contact Class of work
Phone I—) Contract amount
tProject (_) Date completed
' 2. Owner Address
Contact Class of work
Phone ( ) Contract amount
Project (_) Date completed
3. Owner Address
Contact Class of work
Phone ( ) Contract amount
Project (_) Date completed
' 10. List the name and title of the person who will supervise full-time the proposed work for your
firm:
11. Is full-time supervisor an employee contract services ?
12. A financial statement or other information and references sufficiently comprehensive to permit
' an appraisal of your current financial condition may be required by the Engineer.
FORM U-420 BIDDER'S GENERAL INFORMATION
03U-420info.wpd
N.2001 BID FORMS - PAGE 8
' CONSTRUCTION CONTRACT
' THIS CONTRACT is made and entered into, to be effective, this day of
' , 2005, by and between the CITY OF SAN JUAN
CAPISTRANO, hereinafter referred to as "City;' and
' hereinafter referred to as "Contractor."
City and Contractor mutually agree as follows:
' Section 1. General Conditions.
Contractor certifies and agrees that all the terms, conditions and obligations of
the Contract Documents as hereinafter defined, the location of the job site, and the
' conditions under which the work is to be performed have been thoroughly reviewed, and
enters into this Contract based upon Contractor's investigation of all such matters and is
' in no way relying upon any opinions or representations of City. It is agreed that this
' Contract represents the entire agreement between the parties. It is further agreed that
the Contract Documents including the Notice Inviting Bids, Special Instructions to
' Bidders, if any, and Contractor's Proposal are incorporated in this Contract by
reference, with the same force and effect as if the same were set forth at length herein,
' and that Contractor and its subcontractors, if any, will be and are bound by any and all
of said Contract Documents insofar as they relate in any part or in any way, directly or
indirectly, to the work covered by this Contract.
"Project" as used herein defines the entire scope of the work covered by all the
Contract Documents. Anything mentioned in the Specifications and not indicated in the
Plans, or indicated in the Plans and not mentioned in the Specifications, shall be of like
effect as if indicated and mentioned in both. In case of discrepancy in the Plans or
Specifications, the matter shall be immediately submitted to City's Engineer, without
' whose decision Contractor shall not adjust said discrepancy save only at Contractor's
own risk and expense. The decision of the Engineer shall be final.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-1
Section 2. Materials and Labor.
Contractor shall furnish, under the conditions expressed in the Plans and
Specifications, at Contractor's own expense, all labor and materials necessary, except
' such as are mentioned in the Specifications to be furnished by the City, to construct and
complete the Project, in good workmanlike and substantial order. If Contractor fails to
pay for labor or materials when due, City may settle such claims by making demand
' upon the surety to this Contract. In the event of the failure or refusal of the surety to
1 satisfy said claims, City may settle them directly and deduct the amount of payments
from the Contract price and any amounts due to Contractor. In the event City receives
' a stop notice from any laborer or material supplier alleging non-payment by Contractor,
' City shall be entitled to deduct all of its costs and expenses incurred relating thereto,
including but not limited to administrative and legal fees.
' Section 3. Description of Project.
The Project is described as: Rancho Viejo Slope Repair as delineated in the
Plans and Specifications prepared by Toal Engineering, dated May, 2005. Work to
include installation of a surface and sub-surface drainage system at the top of an
texisting slope on the east side of Rancho Viejo Road at the intersection of Spotted Bull
Lane.
Section 4. Plans and Specifications.
The work to be done is shown in a set of detailed Plans and Specifications
entitled:
Rancho Viejo Slope Repair
1
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-Z
1
' Said Plans and Specifications and any revisions, amendments or addenda
' thereto are attached hereto and incorporated herein as part of this Contract and referred
to by reference.
' Section 5. Time of Commencement and Completion.
' Contractor agrees to commence the Project within ten (10) calendar days from
the date set forth in the "Notice to Proceed" sent by City and shall diligently prosecute
the work to completion within twenty-one (21) calendar days from the date of the "Notice
to Proceed" issued by the City excluding delays caused or authorized by the City as set
forth in Sections 7, 8 and 9 hereof.
' Section 6. Time is of the Essence.
' Time is of the essence of this Contract.. As required by the Contract Documents,
Contractor shall prepare and obtain approval of all shop drawings, details and samples,
' and do all other things necessary and incidental to the prosecution of Contractor's work
in conformance with an approved construction progress schedule. Contractor shall
coordinate the work covered by this Contract with that of all other Contractors,
subcontractors and of the City, in a manner that will facilitate the efficient completion of
the entire work in accordance with Section 5 herein. City shall have complete control of
the premises on which the work is to be performed and shall have the right to decide the
time or order in which the various portions of the work shall be installed or the priority of
' the work of other subcontractors, and, in general, all matters representing the timely and
' orderly conduct of the work of Contractor on the premises.
Section 7. Excusable Delays.
Contractor shall be excused for any delay in the prosecution or completion of the
Project caused by acts of God; inclement weather; damages caused by fire or other
' casualty for which Contractor is not responsible; any act, neglect or default of City;
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-3
failure of City to make timely payments to Contractor; late delivery of materials required
by this Contract to be furnished by City; combined action of the workers in no way
' caused by or resulting from default or collusion on the part of Contractor; a lockout by
' City; or any other delays unforeseen by Contractor and beyond Contractor's reasonable
control.
City shall extend the time fixed in Section 5 for completion of the Project by the
number of days Contractor has thus been delayed, provided that Contractor presents a
' written request to City for such time extension within fifteen (15) days of the
commencement of such delay and City finds that the delay is justified. City's decision
will be conclusive on the parties to this Contract. Failure to file such request within the
time allowed shall be deemed a waiver of the claim by Contractor.
No claims by Contractor for additional compensation or damages for delays will
' be allowed unless Contractor satisfies City that such delays were unavoidable and not
the result of any action or inaction_ of Contractor and that Contractor took all available
measures to mitigate such damages. Extensions of time and extra compensation as a
' result of incurring undisclosed utilities will be determined in accordance with Section C-
9(f) of the General Provisions. The City's decision will be conclusive on all parties to
this Contract.
Section 8. Extra Work.
The Contract price includes compensation for all work performed by Contractor,
unless Contractor obtains a written change order signed by a designated representative
of City specifying the exact nature of the extra work and the amount of extra
compensation to be paid all as more particularly set forth in Section 9 hereof.
City shall extend the time fixed in Section 5 for completion of the Project by the
number of days reasonably required for Contractor to perform the extra work, as
' determined by City's Engineer. The decision of the Engineer shall be final.
' CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-4
Section 9. Changes in Project.
A. City may at any time, without notice to any surety, by written order
designated or indicated to be a change order, make any change in the work within the
general scope of the Contract, including but not limited to changes:
1) in the Specifications (including drawings and designs);
' 2) in the time, method or manner of performance of the work;
3) in the City-furnished facilities, equipment, materials, services or
site; or
' 4) directing acceleration in the performance of the work.
B. A change order shall also be any other written order (including direction,
' instruction, interpretation or determination) from the City which causes any change,
provided Contractor gives the City written notice stating the date, circumstances and
source of the order and that Contractor regards the order as a change order.
C. Except as provided in this Section 9, no order, statement or conduct of the
City or its representatives shell be treated as a change under this Section 9 or entitle
Contractor to an equitable adjustment.
D. If any change under this Section 9 causes an increase or decrease in
' Contractor's actual, direct cost or the time required to perform any part of the work
under this Contract, whether or not changed by any order, the City shall make an
equitable adjustment and modify the Contract in writing. Except for claims based on
' defective specifications, no claim for any change under paragraph (B) above shall be
allowed for any costs incurred more than twenty (20) days before the Contractor gives
written notice as required in paragraph (B). In the case of defective specifications for
' which the City is responsible, the equitable adjustment shall include any increased
direct cost Contractor reasonably incurred in attempting to comply with those defective
' specifications.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-5
E. If Contractor intends to assert a claim for an equitable adjustment under
this Section 9, it must, within thirty (30) days after receipt of a written change order
' under paragraph (A) or the furnishing of a written notice under paragraph (B), submit a
' written statement to the City setting forth the general nature and monetary extent of
such claim. The City may extend the thirty (30) day period. Contractor may include the
statement of claim in the notice under paragraph (B) of this Section 9.
F. No claim by Contractor for an equitable adjustment shall be allowed if
made after final payment under this Agreement.
G. Contractor hereby agrees to make any and all changes, furnish the
materials and perform the work that City may require without nullifying this Contract.
Contractor shall adhere strictly to the Plans and Specifications, unless a change
therefrom is authorized in writing by the City. Under no condition shall Contractor make
' any changes to the Project, either in additions or deductions, without the written order of
the City and the City shall not pay for any extra charges made by Contractor that have
not been agreed upon in advance in writing by the City. Contractor shall submit
immediately to the City written copies of its firm's cost or credit proposal for change in
the work. Disputed work shall be performed as ordered in writing by the City and the
proper cost or credit breakdowns therefore shall be submitted without delay by
' Contractor to City.
H. If in the opinion of the City's Engineer, it is in the City's best interest and it
is deemed necessary to proceed with a required change in the Contract Documents,
and time precludes submittal of the Contractor's proposal or, thorough analysis of the
' Contractor's proposal, or the parties fail to reach an agreement, the City may order the
Contractor to proceed (Proceed Order) on the basis of a tentative, not to exceed price
based on the best estimate available at the time, with the firm price and time impact to
' be determined later. If a Proceed Order is issued, the Contractor shall submit his
proposal for the changes in the work within 7 calendar days of the Proceed Order, and a
' CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B_B
Change Order shall be negotiated and fully executed within 30 Calendar days of the
Proceed Order.
Section 10. Liquidated Damages for Delay.
' The parties agree that if the total work called for under this Contract, in all parts
and requirements, is not completed within the time specified in Section 5 plus the
allowance made for delays or extensions authorized under Sections 7, 8 and 9, the City
will sustain damage, which would be extremely difficult and impracticable to ascertain.
The parties therefore agree that Contractor will pay to City the sum of Two Hundred
' Dollars ($200) per day, as liquidated damages, and not as a penalty, for each and every
calendar day during which completion of the Project is so delayed.
Contractor agrees to pay such liquidated damages and further agrees that City
may offset the amount of liquidated damages from any monies due or that may become
' due Contractor under this Contract.
Section 11. Contract Price and Method of Payment.
City agrees to pay and Contractor agrees to accept as full consideration for the
faithful performance of this Contract, subject to any subsequent additions or deductions
as provided in approved change orders, the sum of Dollars and
' cents ($ ) as itemized on the attached Exhibit "A."
Within thirty (30) days from the commencement of work, there shall be paid to
the Contractor a sum equal to ninety percent (90%) of the value of the actual work
' completed plus a like percentage of the value of material suitably stored at the worksite,
treatment plant or approved storage yards subject to or under the control of the City,
' since the commencement of the work as determined by the City. Thereafter, on a
schedule issued by the City at the commencement of the job which shows a minimum of
one payment made to the Contractor per month for each successive month as the work
progresses and the request for payment due dates from the Contractor to meet the
payment schedule, the Contractor shall be paid such sum as will bring the total
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-7
' payments received since the commencement of the work up to ninety percent (90%) of
the value of the work completed since the commencement of work as determined by the
City, less all previous payments, provided that the Contractor submits the request for
payment prior to the end of the day required to meet the payment schedule. The City
will retain ten percent (10%) of each approved progress payment until the Work is fifty
' percent (50%) complete. Then, the City may at its option suspend further retainage
until the final progress payment. The City reserves the right to reinstate up to ten
1 percent (10%) retainage of the total of the Work if the City determines, at its discretion,
that the Contractor is not performing the Work satisfactorily, or there is other specific
cause for such retainage.
Payments shall be made on demands drawn in the manner required by law,
accompanied by a certificate signed by the City's Engineer, stating that the work for
which payment is demanded has been performed in accordance with.the terms of the
' Contract, and that the amount stated in the certificate is due under the terms of the
Contract. Partial payments on the Contract price shall not be considered as an
acceptance of any part of the work.
Section 12. Substitution of Securities in Lieu of Retention of Funds.
Pursuant to Public Contract Code Section 22300 et seq., the Contractor will be
entitled to post approved securities with the City or an approved financial institution in
order to have the City release funds retained by the City to insure performance of the
' Contract. Contractor shall be required to execute an addendum to this Contract
together with escrow instructions and any. other documents in order to effect this
' substitution.
Section 13. Completion.
Within ten (10) days after the contract completion date of the Project, Contractor
shall file with the City's Engineer its affidavit stating that all workers and persons
employed, all firms supplying materials, and all subcontractors upon the Project have
' CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR g_g
been paid in full, and that there are no claims outstanding against the Project for either
labor or material, except those certain items, if any, to be set forth in an affidavit
' covering disputed claims, or items in connection with Stop Notices which have been
filed under the provisions of the statutes of the State of California. City may require
affidavits or certificates of payment and/or releases from any subcontractor, laborer or
material supplier.
Section 14. Contractor's Employees' Compensation.
A. Davis-Bacon Act:
' Contractor will pay and will require all subcontractors to pay all employees on
said Project a salary or wage at least equal to the prevailing rate of per diem wages as
' determined by the Secretary of Labor in accordance with the Davis-Bacon Act for each
craft or type of worker needed to perform the Contract.
,. The provisions of the Davis-Bacon Act shall apply only if the Contract is in
' excess of Two Thousand Dollars ($2,000.00) or when twenty-five percent (25%) or
more of the Contract is funded by federal assistance. If the aforesaid conditions are
met, a copy of the provisions of the Davis-Bacon Act to be complied with are
incorporated herein as a part of this Contract and referred to by reference.
' B. General Prevailing Rate:
City has ascertained from the State of California Director of Industrial Relations
the general prevailing rate of per diem wages and the general prevailing rate for legal
' holiday and overtime work in the locality in which the work is to be performed for each
craft or type of work needed to execute this Contract, and copies of the same are on file
in the Office of the Engineer of City. The Contractor agrees that not less than said
prevailing rates shall be paid to workers employed on this public works contract as
required by Labor Code Section 1774 of the State of California.
' C. Forfeiture For Violation:
' CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B_g
' Contractor shall, as a penalty to the City, forfeit Fifty Dollars ($50.00) for each
Icalendar day or portion thereof for each worker paid (either by the Contractor or any
subcontractor under it) less than the prevailing rate of per diem wages as set by the
Director of Industrial Relations, in accordance with Sections 1770-1780 of the California
Labor Code for the work provided for in this Contract, all in accordance with Section
1775 of the Labor Code of the State of California.
fD. Travel and Subsistence Pay:
Section 1773.8 of the Labor Code of the State of California, regarding the
payment of travel and subsistence payments, is applicable to this Contract and
Contractor shall comply therewith.
E. Apprentices:
' Section 1777.5, 1777.6 and 1777.7 of the Labor Code of the State of California,
' regarding the employment of apprentices, is applicable to this Contract and the
Contractor shall comply therewith if the prime contract involves Thirty Thousand Dollars
($30,000.00) or more or twenty (20) working days, or more; or if contracts of specialty
Contractors not bidding for work through the general or prime Contractor are Two
Thousand Dollars ($2,000.00) or more or five (5) working days or more.
' F. Workday:
' In the performance of this Contract, not more than eight (8) hours shall constitute
' a day's work, and Contractor shall not require more than eight (8) hours of labor in a day
from any person employed by him hereunder except as provided in paragraph (B)
above. Contractor shall conform to Article 3, Chapter 1, Part 7 (Sections 1810 et seg.)
of the Labor Code of the State of California and shall forfeit to the City as a penalty, the
sum of Twenty-five Dollars ($25.00) for each worker employed in the execution of this
' CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-10
' Contract by Contractor or any subcontractor for each calendar day during which any
worker is required or permitted to labor more than eight (8) hours in any one calendar
day and forty (40) hours in any one week in violation of said Article. Contractor shall
ikeep an accurate record showing the name and actual hours worked each calendar day
and each calendar week by each worker employed by Contractor in connection with the
Project.
G. Record of Wages; Inspection:
Contractor agrees to maintain accurate payroll records showing the name,
address, social security number, work classification, straight-time and overtime hours
Iworked each day and week, and the actual per diem wages paid to each journeyman,
apprentice, worker or other employee employed by it in connection with the Project and
agrees to require that each of its subcontractors does the same. All payroll records
shall be certified as accurate by the applicable Contractor or subcontractor or its agent
having authority over such matters. Contractor further agrees that its payroll records
and those of its subcontractors shall be available to the employee or employee's
representative, the Division of Labor Standards Enforcement, and the Division of
Apprenticeship Standards and shall comply with all of the provisions of Labor Code
Section 1776, in general.
Section 15. Surety Bonds.
' Contractor shall, before entering upon the performance of this Contract, furnish
bonds approved by the City Counsel -- one in the amount of one hundred percent
(100%) of the Contract price bid, to guarantee the faithful performance of the work, and
' the other in the amount of one hundred percent (100%) of the Contract price bid to
guarantee payment of all claims for labor and materials furnished. This Contract shall
not become effective until such bonds are supplied to and approved by the City.
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR g..11
Section 16. Insurance.
A. Contractor is also aware of the provisions of Section 3700 of the Labor
Code, which requires every employer to be insured against liability for Workers'
' Compensation or undertake self-insurance in accordance with the provisions of that
Code and will comply with such provisions before commencing the performance of the
work of this Contract.
iB. Contractor and all subcontractors will carry workers' compensation
insurance for the protection of its employees during the progress of the work. The
insurer shall waive its rights of subrogation against City, its officers, agents and
employees and shall issue a certificate to the policy evidencing same.
' C. Contractor shall at all times carry, on all operations hereunder, bodily
injury, including death, and property damage liability insurance, including automotive
operations, bodily injury and property damage coverage. All insurance coverage shall
' be in amounts specified by City in the Insurance Requirements and shall be evidenced
by the issuance of a certificate in a form prescribed by the City and shall be
underwritten by insurance companies satisfactory to City for all operations, subcontract
' work, contractual obligations, product or completed operations, all owned vehicles and
i non-owned vehicles. Said insurance coverage obtained by the Contractor, excepting
■ workers' compensation coverage, shall name the City, its Directors, Officers, Agents,
Employees, Engineers, and Consultants for this contract, and all public agencies from
whom permits will be obtained and their Directors, Officers, Agents and Employees, as
determined by the City, as additional insureds on said policies.
D. Before Contractor performs any work at, or prepares or delivers materials
to, the site of construction, Contractor shall furnish certificates of insurance evidencing
' CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-12
the foregoing insurance coverages and such certificates shall provide the name and
policy number of each carrier and policy and that the insurance is in force and will not
be canceled without thirty (30) days' written notice to City.
Contractor shall maintain all of the foregoing insurance coverages in force until
the work under this Contract is fully completed. The requirement for carrying the
' foregoing insurance shall not derogate from the provisions for indemnification of City by
Contractor under Section 17 of this Contract. Notwithstanding nor diminishing the
obligations of Contractor with respect to the foregoing, Contractor shall subscribe for
' and maintain in full force and effect during the life of this Contract, the following
insurance in amounts not less than the amounts specified and issued by a company
admitted in California and having a Best's Guide Rating of A-Class VII or better:
' Worker's Compensation In accordance with the Workers'
Compensation Act of the State of
California -- Minimum of
$1,000,000
' Public Liability, in the form of
either Comprehensive General $1,000,000, per occurrence, or
Liability or Commercial General alternatively,
Liability written on a per-occurrence $1,000,000 aggregate, separate
basis for this project.
' Automobile liability, including $1,000,000 per occurrence
non-owned and hired vehicles
City or its representatives shall at all times have the right to inspect and receive
the original or a certified copy of all said policies of insurance, including certificates.
' Contractor shall pay the premiums on the insurance hereinabove required.
Section 17. Risk and Indemnification.
' All work covered by this Contract done at the site of construction or in preparing
or delivering materials to the site shall be at the risk of Contractor alone. Contractor
' agrees to save, indemnify and keep City, its Directors, Officers, Agents, Employees,
Engineers, and Consultants for this Contract, and all public agencies from whom
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-13
' permits will be obtained and their Directors, Officers, Agents and Employees harmless
against any and all liability, claims, judgments, costs and demands, including demands
' arising from injuries or death of persons (Contractors' employees included) and damage
to property, arising directly or indirectly out of the obligations herein undertaken or out of
the operations conducted by Contractor, save and except claims or litigation arising
through the sole negligence or sole willful misconduct of City, and will make good to and
reimburse City for any expenditures, including reasonable attorneys' fees City may incur
by reason of such matters, and if requested by City, will defend any such suits at the
' sole cost and expense of Contractor.
Section 18. Stop Notice Administration.
City reserves the right to charge Contractor for City's actual administrative time
' (including attorney's time) to administer and process stop notices filed by Contractor's
subcontractors, materialmen, or any other claimant or lienholder.
Section 19. Termination.
A. This Contract may be terminated in whole or in part in writing by either.
party in the event of substantial failure by the other party to fulfill its obligations under
this Contract through no fault of the terminating party, provided that no termination may
be effected unless the other party is given: (1) not less than ten (10) calendar days'
written notice (delivered by certified mail, return receipt requested) of intent to terminate,
' and (2) an opportunity for consultation with the terminating party prior to termination.
B. This Contract may be terminated in whole or in part in writing by the City
' for its convenience, provided that the Contractor is given (1) not less than ten (10)
calendar days' written notice (delivered by certified mail, return receipt requested) of
intent to terminate, and (2) an opportunity for consultation with the terminating party
' prior to termination.
C. If termination for default or convenience is effected by the City, an
equitable adjustment in the price provided for in this Contract shall be made, but (1) no
amount shall be allowed for anticipated profit on unperformed services or other work,
' and (2) any payment due to the Contractor at the time of termination may be adjusted to
cover any additional costs to the City because of the Contractor's default. If termination
CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-14
1
' for default is effected by the Contractor, the equitable adjustment shall include a
reasonable profit for services or other work performed, but no adjustment will be
allowed for anticipated profits. The equitable adjustment for any termination shall
provide for payment to the Contractor for services rendered and expenses incurred prior
to the termination, in addition to termination settlement costs reasonably incurred by the
Contractor relating to commitments which had become firm prior to the termination.
D. Upon receipt of a termination action under paragraphs (A) or (B) above,
' the Contractor shall (1) promptly discontinue all affected work (unless the notice directs
otherwise), and (2) deliver or otherwise make available to the City all data, drawings,
specifications, reports, estimates, summaries and such other information and materials
' as may have been accumulated by the Contractor in performing this Contract whether
completed or in process.
' E. Upon termination under paragraphs (A) or (B) above, the City may take
over the work and may award another party an agreement to complete the work under
this Contract.
Contractor agrees to perform all work under this Contract in accordance with the City's
designs, drawings and specifications. The Contractor guarantees for a period of at least
' one (1) year from the date of substantial completion of the work that the completed work
is free from all defects due to faulty materials, equipment or workmanship and that he
' shall promptly make whatever adjustments or corrections which may be necessary to
cure any defects, including repairs of any damage to other parts of the system resulting
from such defects. The City shall promptly give notice to the Contractor of observed
1 defects. In the event that the Contractor fails to make adjustments, repairs, corrections
or other work made necessary by such defects, the City may do so and charge the
' Contractor the cost incurred. The performance bond shall remain in full force and effect
through the guarantee period.
The Contractor's obligations under this clause are in addition to the Contractor's
' CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-15
other express or implied assurances under this Contract or state law and in no way
' diminish any other rights that the City may have against the Contractor for faulty
materials, equipment or work.
Section 20. Assignment.
No assignment by the Contractor of this Contract or any part hereof, or of funds
to be received hereunder, will be recognized by the City unless such assignment has
' had prior written approval and consent of the City and the surety.
Section 21. Attorneys' Fees.
If any action at law or in equity is necessary to enforce or interpret the terms of
' this Contract, the prevailing party shall be entitled to reasonable attorneys' fees, costs
' and necessary disbursements in addition to any other relief to which:it may be entitled.
If any action is brought against the Contractor or any subcontractor:to enforce a Stop
Notice or Notice to Withhold, which names the City as a party to said action, the City
shall be entitled to reasonable attorneys' fees, costs and necessary disbursements
arising out of the defense of such action by the City. The City shall be entitled to deduct
1 its costs for any Stop Notice filed, whether court action is involved or not.
Section 22. Resolution of Disputes.
The City and the Contractor shall comply with the revisions of California Public
Contracts Code Section 20104, et sea., regarding resolution of construction claims for
any claims which arise between the Contractor and the City.
Section 23. Notices.
Any notice required or permitted under this Contract may be given by ordinary
' mail at the address set forth below. Any party whose address changes shall notify the
other party in writing.
' CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR B-16
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1
To City: City of San Juan Capistrano
i 32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Director of Public Works
1
To Contractor: Contact
iCompany Name
iAddress
City, State, Zip
1
1
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1
1
1
1
1
1
i
iCITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJO SLOPE REPAIR g_17
1
i
1
IN WITNESS WHEREOF, the parties hereto have executed this Construction
Contract as of the date first hereinabove written.
1
1 CITY OF SAN JUAN CAPISTRANO
By:
1 CONTRACTOR
1 By.
1 ATTEST:
1 By.
Margaret R. Monahan, City Clerk
1 APPWVED A5 TO FORM:
By.
1 John R. Shaw, CityAt orn y
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1
1
1
1 CITY OF SAN JUAN CAPISTRANO AGREEMENT
RANCHO VIEJJO SLOPE REPAIR B-18
1
1
1
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1
1
WORKER'S COMPENSATION CERTIFICATE
(AS REQUIRED BY SECTION 1861
OF THE CALIFORNIA LABOR CODE)
1
I am aware of the provisions of Section 3700 of the California Labor Code,
1 which require every employer to be insured against liability for worker's
compensation, or to undertake self-insurance in accordance with the
provisions of said Code, and I will comply with such provisions before
1 commencing the performance of the Work of this Contract.
iContractor
iBy
iTitle
1
i
FORM U-660 WORKER'S COMPENSATION CERTIFICATE
150�0�p Pd
q g2W11 AGREEMENT AND BONDS - PAGE 3
1
' PERFORMANCE BOND
' KNOW ALL MEN BY THESE PRESENTS,
That as Contractor,
' And as Surety,
are held firmly bound unto the City of San Juan Capistrano, a legal entity, organized and
existing in the County of Orange, California, hereinafter called the"Owner," in the sum of:
dollars,
for the payment of which sum well and truly to be made, we bind ourselves, our heirs,
executors, administrators, successors, and assigns, jointly and severally, firmly by these
presents.
WHEREAS said Contractor has been awarded and is about to enter into the annexed
Agreement with said Owner to perform the Work as specified or indicated in the Contract
Documents entitled:
RANCHO VIEJO,SLOPE REPAIR
NOW THEREFORE, if said Contractor shall perform all the requirements of said Contract
Documents required to be performed on its part, at the times and in the manner specified
herein, then this obligation shall be null and void, otherwise it shall remain in full force and
effect.
' PROVIDED,that any alterations in the Work to be done or the materials to be furnished, or
changes in the time of completion, which may be made pursuant to the terms of said
Contract Documents,shall not in anyway release said Contractor orsaid Surety thereunder,
nor shall any extensions of time granted under the provisions of said Contract Documents,
' release either said Contractor or said Surety, and notice of such alterations or extensions of
the Agreement is hereby waived by said Surety.
' SIGNED AND SEALED,this day of 20
Contractor Surety
By By
' Title Title
(SEAL AND NOTARIAL
ACKNOWLEDGMENT
OF SURETY)
FORM UEIO PERFORMANCE BOND
N.z00000naa AGREEMENT AND BONDS - PAGE 4
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS,
That as Surety,
are held firmly bound unto the City of San Juan Capistrano,a legal entity,organized and existing in the County
of Orange, State of California, hereinafter called the"Owner," in the sum of:
dollars,
for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors, and assigns,jointly and severally, firmly by these presents.
WHEREAS, said Contractor has been awarded and is about to enter into the annexed agreement with said
Owner to perform the Work as specified or indicated in the Contract Documents entitled:
iRANCHO VIEJO SLOPE REPAIR
NOW THEREFORE, if said Contractor, its subcontractors, its heirs, executors, administrators, successors,
or assigns shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in,
upon, for, or about the performance of the Work contracted to be done, or for any work or labor thereon of
any kind, or for amounts due under the Unemployment Insurance Code, or for any amounts required to be
deducted,withheld,and paid overto the Employment Development Departmentfrom thewages of employees
of the Contractor and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with
respect to such labor,all as required by the provisions of Title XV, Chapter 7, Sections 3247-3252, inclusive,
of the Civil Code of the State of California and acts amendatory thereof,and Sections of other Codes of the
' State of California referred to therein and acts amendatory thereof,and provided that the persons,companies,
or corporations so furnishing said materials, provisions, equipment, or other supplies, appliances, or power
used in, upon,for,or about performance of the Work contracted to be executed or performed,or any person,
company, or corporation renting or hiring implements or machinery or power for,or contributing to,said work
' to be done,or any person who performs work or labor upon the same, or any person who supplies both work
and materials therefor,shall have complied with the provisions of said laws,then said surety will pay the same
in an amount not exceeding the sum hereinbefore set forth,and also will pay, in case suit is brought upon this
' bond, a reasonable attorney's fee as shall be fixed by the Court. This Bond shall inure to the benefit of any
and all persons named in Section 3181 of the Civil Code of the State of California so as to give a right of
action to them or their assigns in any suit brought upon this bond.
' PROVIDED, that any alterations in the Work to be done or the materials to be furnished, or changes in the
time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any
way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the
provisions of said Contract Documents release either said Contractor or said Surety, and notice of said
alterations or extensions of the Agreement is hereby waived by said Surety.
SIGNED AND SEALED,this day of 20
Contractor Surety
By By
Title Title
(SEAL AND NOTARIAL ACKNOWLEDGMENT
OF SURETY)
FORM U620 PAYMENT BOND
nt]Ufi Mond WP4
Nm 2W1 AGREEMENT AND BONDS - PAGE 5
CERTIFICATE OF INSURANCE
THIS CERTIFICATE ISSUED TO THE OWNER/AGENTS LISTED BELOW DESIGNATED BY THE CONTRACT WITH THE INSURED
NAME AND ADDRESS OF INSURED INSURANCE COMPANIES AFFORDING COVERAGE
COMPANY A
B
C
D
TYPE OF WORK PERFORMED AND LOCATION
POLICY LIMITS OF LIABILITY IN THOUSANDS(%1000)
w TYPE OF INSURANCE POLICY NUMBER EXPIRATION
DATE EACH
OCCURRENCE AGGREGATE
' COMPREHENSIVE GENERAL
LIABILfTY
Including:
El EXPLOSION
INJURY
$ 8
E%PLOSION AND COLLAPSE
DAMAGE PROPERTY DAMAGE
1:1 $ $
UNDERGROUND DAMAGE
❑ PRODUCTS/COMPLETED OPERATIONS P
❑ CONTRACTUAL INSURANCE
❑ BODILY INJURY
BROAD FORM PROPERTY DAMAGE ANO PROPERTY
DAMAGE COMBINED $
ElINDEPENDENT CONTRACTORS a
❑ PERSONAL INJURY PERSONAL INJURY 6
COMPREHENSIVE AUTOMOBILE BODILY INJURY
' LIABILITY EACH PERSON $
including:
❑ OWNED EACH ACCIDENT $
❑ HIRED PROPERTY DAMAGE $ -
❑ NONOWNED o
❑ MOTOR CARRIER ACT
BODILY INJURY
AND PROPERTY
DAMAGEECOMBINED g
EXCESS LIABILITY BODILY INJURY -
Including: AND PROPERTY
El EMPLOYERS
COMBINED 5
EMPLOYER'S LIABILITY
WORKER'S COMPENSATION STATUTORY
Bad
EMPLOYER'S LIABILITY
Including: EL 5 IEACH ACLmENEN
❑ LONGSHOREMENSAND
HARBOR WORKERS
' OTHER ADDITIONAL INSURED ENDORSEMENT--CITY OF SAN JUAN CAPISTRANO
The undersigned certifies that he or she is the representative of the above-named insurance companies,that he Or she has the authority to execute and issue this certificate to
Certificate Holder,and accordingly,does hereby certify on behalf of said insurance companies that policies of insurance listed above have been issued to the insured named above
' slid are in fomB at this time. Notwithstanding any requitement,term,or Condition of any contract or other document with respect to which this certificate may be issued Or may
pertain,the insurance afforded by the policies described herein is subject to at the terms,exclusions,and conditions of such policies. Copies of the policies shown will be furnished
to the Certificate Holder upon request.
This Certificate does not amend,extend,or alter the Coverage afforded by the policies listed.
Cancellation: Should any of the above described policies be cancelled before the expiration date thereof,the issuing company will mail 30 days wrinen notice to the below-
named certificate holder:
NAME AND ADDRESS OF ADDITIONAL INSURED DATE ISSUED
' BY Aarxo—we -TIN ur P...—na Arwrorw—MAA
FORM U-650 CERTIFICATE OF INSURANCE
x180-6501ns.wpd
ND.12001 AGREEMENT AND BONDS - PAGE 6
' POLICY NUMBER: BUSINESS AUTO
' THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED
This endorsement modifies insurance provided under the following:
i BUSINESS AUTO COVERAGE FORM
It is agreed that the "Who Is An Insured" provision is amended to include as an insured
the person or organization designated below as an additional insured, subject to the
following provisions:
(1) This insurance applies only with respect to any Liability arising out of the
operation of covered autos on the additional insureds premises described below,
(2). The Named Insured is authorized to act for such additional insured in all matters
pertaining to this insurance, including receipt of notice of cancellation;
1 (3). Return premium, if any, shall be paid to the Named Insured;
(4). Nothing contained herein shall affect any right of recovery as a claimant which
the additional insured would have if not designated as such.
CITY OF SAN JUAN CAPISTRANO
Margaret R. Monahan, CMC
City Clerk
FORM U 651 INSURANCE ENDORSEMENT-AUTO
Nag 2W1 nsallo.wptl AGREEMENT AND BONDS- PAGE 7
POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES or
CONTRACTORS [Form B]
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization:
CITY OF SAN JUAN CAPISTRANO
Margaret R. Monahan, CMC
City Clerk
(If no entry appears above, information required to complete this endorsement will be
shown in the Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or
' organization shown in the Schedule, but only with respect to liability arising out of"your
work" for that insured by or for you.
r
FORM U- 52 INSURANCE ENDORSEMENT-LIABILITY
N 0 2WIbwp
insLiaE AGREEMENT AND BONDS- PAGE 8
1
CITY OF SAN JUAN CAPISTRANO
PART 11 - CONDITIONS OF THE CONTRACT
' General Conditions of the Contract
Supplementary General Conditions
CSI FORMAT-A CONDITIONS OF THE CONTRACT
N.�°I
zGENERAL CONDITIONS-CONTENTS
GENERAL CONDITIONS OF THE CONTRACT
t TABLE OF CONTENTS
Page
ARTICLE 1 - DEFINITIONS AND TERMINOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
1.01 Defined Terms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
1.02 Terminology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
ARTICLE 2-PRELIMINARY MATTERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
2.01 Delivery of Bonds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
2.02 Copies of Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
2.03 Commencement of Contract Times; Notice to Proceed . . . . . . . . . . . . . . . . . . . . . . . . . 9
' 2.04 Starting the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
2.05 Before Starting Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
2.06 Preconstmction Conference . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
2.07 Initial Acceptance of Schedules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
ARTICLE 3-CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE . . . . . . . . . . . . . . . . . . . . . . . 10
3.01 Intent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
' 3.02 Reference Standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
3.03 Reporting and Resolving Discrepancies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
3.04 Amending and Supplementing Contract Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
3.05 Reuse of Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
ARTICLE 4- AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
REFERENCE POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
' 4.01 Availability of Lands . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
4.02 Subsurface and Physical Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
4.03 Differing Subsurface or Physical Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
4.04 Underground Facilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
4.05 Reference Points . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
4.06 Hazardous Environmental Condition at Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96
. . . . . . . . . . . . . . . . 46
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
--AW1dEf2 s Ltab",msufaflee-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -1--tL
yInstrratree . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -4-+
144R 4
et,of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -*
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -49
, Option to Rep . . . . . . . . . . . . . . . . . . . . . . . . -1-9
ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
6.01 Supervision and Superintendence . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
6.02 Labor,' Working Hours . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
6.03 Services, Materials, and Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
6.04 Progress Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
6.05 Substitutes and"Or-Equals. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
' 6.06 Concerning Subcontractors, Suppliers, and Others . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
6.07 Patent Fees and Royalties . 23
22A-0 oocc CONDITIONS OF THE CONTRACT
Jan W GENERAL CONDITIONS -PAGE 1
6.08 Permits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
6.09 Laws and Regulations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
6.10 Taxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
6.11 Use of Site and Other Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
6.12 Record Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
6.13 Safety and Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
6.14 Safety Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
6.15 Hazard Communication Programs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
6.16 Emergencies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
6.17 Shop Drawings and Samples . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
6.18 Continuing the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
6.19 CONTRACTOR's General Warranty and Guarantee . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
ARTICLE 7 -OTHER WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
7.01 Related Work at Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
7.02 Coordination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
ARTICLE 8 -OWNER'S RESPONSIBILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.01 Communications to CONTRACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.02 Replacement of ENGINEER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.03 Furnish Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.04 Pay Promptly When Due . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.05 Lands and Easements; Reports and Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.06 Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.07 Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.08 Inspections, Tests, and Approvals . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.09 Limitations on OWNER's Responsibilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
8.10 Undisclosed Hazardous Environmental Condition . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
8.11 Evidence of Financial Arrangements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
ARTICLE 9 -ENGINEER'S STATUS DURING CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
9.01 OWNER'S Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
9.02 Visits to Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
9.03 Project Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
9.04 Clarifications and Interpretations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
9.05 Authorized Variations in Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
9.06 Rejecting Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
9.07 Shop Drawings, Change Orders and Payments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
9.08 Determinations for Unit Price Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
9.09 Decisions on Requirements of Contract Documents
and Acceptability of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
9.10 Limitations on ENGINEER's Authority and Responsibilities . . . . . . . . . . . . . . . . . . . . . . 30
ARTIGEE q9 61 IANGE6 INTI IE WOR I(; GLAIMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --3+
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --&+
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --3+
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
:18.06 64a.lis and i9isputes
�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �
q8.06 DeeFeases of i___ That?25 ____ on t n___ _ -__ _ . . . . . . . . . . . . . . . . . . . . .3'
' 22Aa7WGC CONDITIONS OF THE CONTRACT
Jan W GENERAL CONDITIONS-PAGE 2
1
ARTICLE 11 -COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK . . . . . . . . . . . . . . 33
11.01 Cost of the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
11.02 Cash Allowances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
11.03 Unit Price Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
11.04 Cost of Work Based on Time, Materials, and Equipment
and CONTRACTOR's Overhead and Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36
11.05 Special Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
11.06 CONTRACTOR'S Overhead and Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
ARTICLE 12-CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES . . . . . . . . . . . . . . 39
' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
12.02 Change of Contract Times . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
ARTICLE 13- TESTS AND INSPECTIONS; CORRECTION, REMOVAL
OR ACCEPTANCE OF DEFECTIVE WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
13.01 Notice of Defects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
13.02 Access to Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
13.03 Tests and Inspections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
13.04 Uncovering Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
13.05 OWNER May Stop the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
13.06 Correction or Removal of Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
13.07 Correction Period . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
13.08 Acceptance of Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
13.09 OWNER May Correct Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
ARTIGLE 414 A*MEPj TC TII GE)NTOAG:FE) S ANE) GeMPLETION
. . . . . . . . . . . . . . . . . . . . . . . . . . 3
IM VAINNNOMM .� ��
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -iJ
i4.02 Progess Payme its
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _0�G
14.03 GON
' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �✓
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -4-5
. . . . . . . . . . . . . . . . . . . . . . . . . . . . -�4c6
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -4V
. . . . . . . . I . . . . . . . . . . . . . . . . . . . -4i,
14.09 I/S:.. Of Cklil`19
Ckli - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A=
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-T
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -47�
RTIGLE - MIGGEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��pp
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -48
q6.02 Gemptitation of T4mes
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -48
16.03 6�imtt/a .-P Rame-dies
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1� �[V�
16.04 Suftqvai of Gbkjations
. . . . . . . . . . . . . . . . . . . . . . . . . . . . -4
��p
8
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .90
ARTICLE 17-CALIFORNIA LEGAL REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -48
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -48
Apprenth
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X98
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49
i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
22A-070occ CONDITIONS OF THE CONTRACT
Jar'03 GENERAL CONDITIONS-PAGE 3
17.06 Notice of Completion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
17.07 Unpaid Claims . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
17.08 Concrete Forms, Falsework, and Shoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
. . . ding . . . . . . . . . . . . . . .
17.10 Public Works Contracts;Assignment to Awarding Body . . . . . . . . . . . . . . . . 50
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..S8
17.12 Cultural Resources . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
17.13 Protection of Workers in Trench Excavations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -&f
17.15 Removal; Relocation;or Protection of Existing Utilities . . . . . . . . . . . . . . . . . . . . . . . . . 52
17.16 Contracts for Digging Trenches or Excavations; Notice of
Discovery of Hazardous Waste or Other Unusual Conditions;
Investigations; Change Orders;Effect on Contract . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52
22An7MGG CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 4
GENERAL CONDITIONS OF THE CONTRACT
to receipt of Bids).
ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 8. Bidding Requirements--TheNotice Inviting
Bids, Instructions to Bidders, Bid security form,
if any, and the Bid form with any supplements.
1.01 Defined Terms
9. Bonds--Performance and payment bonds
A. Wherever used in the Contract Documents and other instruments of security.
and printed with initial or all capital letters, the
terms listed below will have the meanings 10. Capistrano Valley Water District A legal
indicated which are applicable to both the singular entity
and plural thereof.
1. Addenda--Written or graphic instruments ^--..___ _ as the
9DWE), the street
issued prior to the opening of Bids which clarify, GWNER which is now dissolved and
correct,or change the Bidding Requirementsor succeeded in all interests by the City of San
the Contract Documents. Juan Capistrano.
2. AgmementotConstructionContract—The 11. Change Order-Adocument recommended
written instrument which is evidence of the by ENGINEER which is signed by
agreement between OWNER and CONTRACTOR and OWNER and authorizes
CONTRACTOR covering the Work. an addition,deletion,or revision in the Work or
an adjustment in the Contract Price or the
3. Application for Payment--The form Contract Times, issued on or after the Effective
acceptable to ENGINEER which is to be used Date of the Agreement.
by CONTRACTOR during the course of the
Work in requesting progress or final payments 12. City — The City San Juan Capistrano, a
and which is to be accompanied by such sup- general law city organized and existing in the
porting documentation as is required by the County of Orange, State of California,
Contract Documents. sometimes referred to in the Contract
Documents as the City or the OWNER.
4. Asbestos--Any material that contains more
than one percent asbestos and is friable or is 13. Completion— Completion of the Work
releasing asbestos fibers into the air above shall be the date of acceptance of the Work by
current action levels established by the United the OWNER as provided under California Civil
States Occupational Safety and Health Code Section 3086.
Administration.
14. Consultant — The engineer architect-
5. Beneficial Use or Occupancy— Placing all engineer firm and their designated
or any portion of the Work in service for the representatives acting under contract to the
purpose for which it is intended (or a related OWNER, acting on behalf of the OWNER as
purpose) before reaching completion of all of their authorized representative within the scope
the Work. of authority defined in their contract with the
OWNER.
6. Bid--The offer or proposal of a bidder
submitted on the prescribed form setting forth 15. Contract--The entire and integrated written
the prices for the Work to be performed. agreement between the OWNER and
CONTRACTOR concerning the Work. The
7. Bidding Documents-- The Bidding Contract supersedes prior negotiations,
Requirements and the proposed Contract representations, or agreements, whether
Documents(including all Addenda issued prior written or oral.
16. Contract Documents—Unless otherwise
defined in the Agreement or Supplementary
Conditions, the Contract Documents establish
22A-0700GC CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS-PAGE 5
the rights and obligations of the parties and include which has now been
the Notice Inviting Bids,Instructions to Bidders,the dissolved and succeeded in all interests by the
prevailing rates of wages as determined by the City of San Juan Capistrano.
Director of the California Department of Industrial
Relations,the accepted Bid and Bid Schedule,List 23. 9istric Public Works Department
of Subcontractors,Non-collusion Affidavit,Bidder's Engineer—The Bistriet Engineer of the City of
General Information statement, Bid Security or Bid San Juan Capistrano Public Works Department
Bond, the Agreement or Construction Contract, Gspistmma Valley Water Bistriet or his or her
Worker's Compensation Certificate, Performance designated representative,and who is referred
Bond, Payment Bond, Insurance Certificates, to in the Contract Documents as the
Notice of Award, Notice to Proceed, Notice of ENGINEER.
Completion, General Conditions of the
Construction Contract, Supplementary General 24. Drawings--That part of the Contract
Conditions, Technical Specifications, and Documents prepared or approved by
Drawings and all Addenda issued prior to bid ENGINEERwhich graphically showsthe scope,
opening, together with all written amendments, extent, and character of the Work to be
Change Orders and Work Change Directives, performed by CONTRACTOR. Shop
Field Orders, and ENGINEER's written interpreta- Drawings and other CONTRACTOR submittals
' tions and clarifications issued on or after the are not Drawings as so defined.
Effective Date of the Agreement. Approved Shop
Drawings and the reports and drawings of 25. Effective Date of the Agreement--The date
subsurface and physical conditions are not indicated in the Agreement on which it
Contract Documents. Only printed or hard copies becomes effective, but if no such date is
of the items listed in this paragraph are Contract indicated, it means the date on which the
Documents. Files in electronic media format of Agreement is signed and delivered by the last
text, data, graphics, and the like that may be of the two parties to sign and deliver.
' furnished by OWNER to CONTRACTOR are not
Contract Documents. 26. ENGINEER—The Bistriet Engineer of the
City of San Juan Capistrano Public Works
17. Contract Price--The moneys payable by Department Gapistrame Valley Water Sistfiet
OWNER to CONTRACTOR for completion of or his or her designated representative'
the Work in accordance with the Contract
Documents as stated in the Agreement 27. Design Engineer --An individual or entity
(subject to the provisions of paragraph 11.03 in having a contract with ENGINEER to furnish
the case of Unit Price Work). services as ENGINEER's independent profes-
sional associate or consultant with respect to
18. Contract UnitPrice(s)—The price or prices the Project. a id who is idemfified as_.._h :_the
' quoted by the Bidder for performing and Supplementary 6emditiams.
furnishing each item of the Work to be paid for
on the basis of unit prices. 28. Field Order--A written order issued by
ENGINEER which requires minor changes in
' 19. ContractTimes--Thenumber of days or the the Work but which does not involve a change
dates stated in the Contract Documents to: (i) in the Contract Price or the Contract Times.
achieve Substantial Completion; and (ii) com-
plete the Work so that it is ready for final 29. General Requirements-- Sections of
payment as evidenced by ENGINEER's written Division 1 of the Technical Specifications. The
recommendation of final payment. General Requirements pertain to all sections of
the Specifications.
20. CONTRACTOR--The individual or entity
with whom OWNER has entered into the 30. Hazardous Environmental Condition—The
Agreement. presence at the Site of Asbestos, PCBs, Petro-
leum, Hazardous Waste, or Radioactive
21. Cost of the Work--See paragraph 11.01.A Material in such quantities or circumstances
for definition. that may present a substantial danger to
persons or property exposed thereto in
22. District—The Capistrano Valley Water connection with the Work.
District
' 22A-070000 CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS - PAGE 6
1
31. Hazardous Waste—The term Hazardous 41. Project--The total construction of which the
Waste shall have the meaning provided in Work to be performed under the Contract
Section 1004 of the Solid Waste Disposal Act Documents may be the whole,or a part as may
(42 USC Section 6903)as amended from time be indicated elsewhere in the Contract
' to time. Documents.
32. Laws and Regulations; Laws or Regutat- 42. Radioactive Material—Source, special
ions—Any and all applicable laws, rules, nuclear,or byproduct material as defined bythe
regulations, ordinances, codes, and orders of Atomic Energy Act of 1954 (42 USC Section
any and all governmental bodies, agencies, 2011 et seq.)as amended from time to time.
authorities, and courts having jurisdiction.
43. Resident Project Representative (RPR) or
33. Liens or Stop Notices -- Charges or Project Representative-- The authorized
encumbrances upon Project funds pursuant to representative of ENGINEER who may be
California Civil Code Section 3179 et seq.. assigned to the Site or any part thereof. Said
Project Representative shall be the only person
34. Milestone--A principal event specified in the through whom all liaison between the
Contract Documents relating loan intermediate Contractor and the Owner shall be directed.
completion date or time prior to Substantial
' Completion of all the Work. 44. Samples--Physical examples of materials,
equipment, or workmanship that are
35. Notice of Award--The written notice by representative of some portion of the Work and
' OWNER to the apparent successful bidder which establish the standards by which such
stating that upon timely compliance by the portion of the Work will be judged.
apparent successful bidder with the conditions
precedent listed therein, OWNER will sign and 45. Shop Drawings--Alf drawings, diagrams,
deliver the Agreement. illustrations, schedules; and other data or
information which are specifically prepared or
36. Notice to Proceed--A written notice given assembled by or for :CONTRACTOR and
by OWNER to CONTRACTOR fixing the date submitted by CONTRACTOR to illustrate some
I on which the Contract Times will commence to portion of the Work.
run and on which CONTRACTOR shall start to
perform the Work under the Contract 46. Site--Lands or areas indicated in the
Documents. Contract Documents as being furnished by
OWNER upon which the Work is to be
37. OWNER—The individual, entity, public performed, including rights-of-way and
body, or authority with whom CONTRACTOR easements for access thereto, and such other
has entered into the Agreement and for whom lands furnished by OWNER which are desig-
the Work is to be performed. nated for the use of CONTRACTOR.
38. Partial Utilization--Use by OWNER of a 47. Specifications--That part of the Contract
L substantially completed part of the Work for the Documents consisting of Part I Notice Inviting
purpose for which it is intended (or a related Bids, Instructions to Bidders Bid forms,
purpose) prior to Substantial Completion of all Agreement, Bonds, and certificates, Part II
the Work. General and Supplementary Conditions of the
Contract, and Part III Technical Specifications
39. PCBs—Polychlorinated biphenyls. consisting of written technical descriptions of
systems, standards, and workmanship as
' 40. Petroleum--Petroleum, including crude oil applied to the Work and certain administrative
or any fraction thereof which is liquid at stan- details applicable thereto.
dard conditions of temperature and pressure
(60 degrees Fahrenheit and 14.7 pounds per 48. Subcontractor--An individual or entity
square inch absolute), such as oil, petroleum, having a direct contractwith CONTRACTOR or
fuel oil, oil sludge, oil refuse, gasoline, with any other Subcontractor for the
kerosene, and oil mixed with other performance of a part of the Work at the Site.
non-Hazardous Waste and crude oils.
49. Substantial Completion—The time at which
' 2v. 7Wcc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS -PAGE 7
1
' the Work (or a specified part thereof) has Contract Price or the Contract Times but is
progressed to the point where, in the opinion of evidence that the parties expect that the
ENGINEER,the Work(or a specified partthereof) change ordered or documented by a Work
is sufficiently complete, in accordance with the Change Directive will be incorporated in a
' Contract Documents, so that the Work (or a subsequently issued Change Order following
specified part thereof) can be utilized for the negotiations by the parties as to its effect, if
purposes for which it is intended. The terms any,on the Contract Price or Contract Times.
"substantially complete" and "substantially com-
pleted"as applied to all or part of the Work refer to 56. Written Amendment—A written statement
Substantial Completion thereof modifying the Contract Documents, signed by
OWNER and CONTRACTOR on or after the
' 50. Supplementary General Conditions—That Effective Date of the Agreement and normally
part of the Contract Documents which amends dealing with the non-engineering or
or supplements these General Conditions of nontechnical rather than strictly
the Construction Contract.. construction-related aspects of the Contract
Documents.
51. Supplier--A manufacturer, fabricator,
supplier, distributor, materialman, or vendor 1.02 Terminology
having a direct contract with CONTRACTOR or
with any Subcontractor to furnish materials or A. Intent of Certain Terms or Adjectives
equipment to be incorporated in the Work by
CONTRACTOR or any Subcontractor. 1. Whenever in the Contract Documents
' the terms"as allowed,""as approved,"or terms
52. Underground Facilities—All underground of like effect or import are used, or the
pipelines, conduits, ducts, cables, wires, adjectives "reasonable," "suitable,"
manholes, vaults,tanks, tunnels, orothersuch "acceptable," "proper;" "satisfactory," or
facilities or attachments,and any encasements adjectives of like effect:or import are used to
containing such facilities, including those that describe an action or determination of
convey electricity, gases, steam, liquid ENGINEER as to the Work, it is intended that
petroleum products, telephone or other such action or determination will be solely to
communications, cable television, water, evaluate, in general, the completed Work for
wastewater, storm water, other liquids or compliance with the requirements of and
chemicals, or traffic or other control systems. information in the Contract Documents and
' conformance with the design concept of the
53. Unit Price Work--Work to be paid for on the completed Project as a functioning whole as
basis of unit prices. shown or indicated in the Contract Documents
(unless there is a specific statement indicating
54. Work--The entire completed construction or otherwise). The use of any such term or
the various separately identifiable parts thereof adjective shall not be effective to assign to
required to be provided under the Contract ENGINEER any duty or authority to supervise
Documents. Work includes and is the result of or direct the performance of the Work or any
' performing or providing all labor, services,and duty or authority to undertake responsibility
documentation necessary to produce such contrary to the provisions of paragraph 9.10 or
construction, and furnishing, installing, and any other provision of the Contract Documents.
incorporating all materials and equipment into
such construction, all as required by the B. Day
Contract Documents.
1. The word "day" shall constitute a
55. Work Change Directive-- A written calendar day of 24 hours measured from
statement to CONTRACTOR issued on orafter midnight to the next midnight.
the Effective Date of the Agreement and signed
by OWNER and recommended by ENGINEER C. Defective
ordering an addition,deletion, or revision in the
Work, or responding to differing or unforeseen 1. The word "defective," when modifying
subsurface or physical conditions under which the word "Work," refers to Work that is
' the Work is to be performed or to emergencies. unsatisfactory,faulty,or deficient in that it does
A Work Change Directive will not change the not conform to the Contract Documents or
' 22Ao7MGC CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 8
1
t does not meet the requirements of any inspection, A. OWNER shall furnish to CONTRACTOR up
reference standard,test,or approval referred to in to ten copies of the Contract Documents.
the Contract Documents, or has been damaged Additional copies will be furnished upon request at
prior to ENGINEER's recommendation of final the cost of reproduction.
payment (unless responsibility for the protection
thereof has been assumed by OWNER at 2.03 Commencementof Contract Times;Notice
Substantial Completion in accordance with the to Proceed
Construction Contract. ).
' A. The Contract Times will commence to run
D. Furnish, Install, Perform, Provide on the thirtieth day after the Effective Date of the
Agreement or, if a Notice to Proceed is given, on
1. The word "furnish," when used in the day indicated in the Notice to Proceed. A
connection with services, materials, or Notice to Proceed may be given at any time within
equipment, shall mean to supply and deliver 30 days after the Effective Date of the Agreement.
said services, materials, or equipment to the In no event will the Contract Times commence to
Site(or some other specified location)ready for run later than the sixtieth day after the day of Bid
use or installation and in usable or operable opening or the thirtieth day after the Effective Date
condition. of the Agreement, whichever date is earlier.
' 2. The word "install," when used in 2.04 Starting the Work
connection with services, materials, or
equipment, shall mean to put into use or place A. CONTRACTOR shall start to perform the
' in final position said services, materials, or Work on the date when the Contract Times com-
equipment complete and ready for intended mence to run. No Work shall be done at the Site
use. prior to the date on which the Contract Times com-
mence to run.
3. The words"perform"or"provide,"when
t. used in connection with services, materials, or 2.05 Before Starting Construction
equipment, shall mean to furnish and install
said services, materials, or equipment A. CONTRACTOR's Review of Contract
' complete and ready for intended use. Documents: Before undertaking each part of the
Work, CONTRACTOR shall carefully study and
4. When "furnish," "install," "perform," or compare the Contract Documents and check and
' "provide" is not used in connection with verify pertinent figures therein and all applicable
services, materials, or equipment in a context field measurements. CONTRACTOR shall
clearly requiring an obligation of promptly report in writing to ENGINEER any
CONTRACTOR, "provide" is implied. conflict, error, ambiguity, or discrepancy which
' CONTRACTOR may discover and shall obtain a
E. Unless stated otherwise in the Contract written interpretation or clarification from
Documents, words or phrases which have a well- ENGINEER before proceeding with any Work
known technical or construction industry or trade affected thereby; however, CONTRACTOR shall
' meaning are used in the Contract Documents in not be liable to OWNER or ENGINEER for failure
accordance with such recognized meaning. to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless
' CONTRACTOR knew or reasonably should have
ARTICLE 2- PRELIMINARY MATTERS known thereof.
B. Preliminary Schedules: Within ten days
' after the Effective Date of the Agreement (unless
2.01 Delivery of Bonds otherwise specified in the General Requirements),
CONTRACTOR shall submit to ENGINEER for its
A. When CONTRACTOR delivers the execut- timely review:
' ed Agreements to OWNER, CONTRACTOR shall
also deliver to OWNER such Bonds as 1. a preliminary progress schedule
CONTRACTOR may be required to furnish. indicating the times(numbers of days or dates)
' for starting and completing the various stages
2.02 Copies of Documents of the Work, including any Milestones specified
' 22Ao700cc CONDITIONS OF THE CONTRACT
Ja"W GENERAL CONDITIONS- PAGE 9
1
' in the Contract Documents; 1. The progress schedule will be accept-
able to ENGINEER if it provides an orderly
2. a preliminary schedule of Shop progression of the Work to completion within
Drawing and Sample submittals which will list any specified Milestones and the Contract
each required submittal and the times for sub- Times. Such acceptance will not impose on
mitting, reviewing, and processing such ENGINEER responsibility for the progress
submittal; and schedule, for sequencing, scheduling, or
progress of the Work nor interfere with or
' 3. a preliminary schedule of values for all relieve CONTRACTOR from CONTRACTOR's
of the Work which includes quantities and full responsibility therefor.
prices of items which when added together
equal the Contract Price and subdivides the 2. CONTRACTOR's schedule of Shop
Work into component parts in sufficient detail Drawing and Sample submittals will be
to serve as the basis for progress payments acceptable to ENGINEER if it provides a
during performance of the Work. Such prices workable arrangement for reviewing and
' will include an appropriate amount of overhead processing the required submittals.
and profit applicable to each item of Work.
3. CONTRACTOR'S schedule of values
C. Evidence of Insurance: Before any Work at will be acceptable to ENGINEER as to form
' the Site is started, CONTRACTOR and OWNER and substance if it provides a reasonable
shall each deliver to the other,with copies to each allocation of the Contract Price to component
additional insured identified in the Supplementary parts of the Work.
Conditions, certificates of insurance (and other
evidence of insurance which either of them or any ARTICLE 3 - CONTRACT DOCUMENTS:
additional insured may reasonably request)which INTENT, AMENDING, REUSE
CONTRACTOR and OWNER respectively are
' required to purchase and maintain in accordance
with Article 5. 3.01 ' Intent
2.06 Preconstruction Conference A. The Contract Documents are comple-
mentary;what is called for by one is as binding as
A. Within 20 days after the Contract Times if called for by all.
start to run, but before any Work at the Site is
' started,a conference attended by CONTRACTOR, 13. It is the intent of the Contract Documents to
ENGINEER,and others as appropriate will be held describe a functionally complete Project (or part
to establish a working understanding among the thereof) to be constructed in accordance with the
parties as to the Work and to discuss the Contract Documents. Any labor, documentation,
' schedules referred to in paragraph 2.05.13, proce- services, materials, or equipment that may
dures for handling Shop Drawings and other reasonably be inferred from the Contract Docu-
submittals, processing Applications for Payment, ments or from prevailing custom or trade usage as
and maintaining required records. being required to produce the intended result will
be provided whether or not specifically called for at
2.07 Initial Acceptance of Schedules no additional cost to OWNER.
A. Unless otherwise provided in the Contract C. Clarifications and interpretations of the
Documents,at least ten days before submission of Contract Documents shall be issued by
the first Application for Payment a conference ENGINEER as provided in Article 9.
attended by CONTRACTOR, ENGINEER, and
' others as appropriate will be held to review for D. The work to be performed under this
acceptability to ENGINEER as provided below the Contract shall consist of furnishing all plant,tools,
schedules submitted in accordance with paragraph equipment, materials, and manufactured articles
2.05.8. CONTRACTOR shall have an additional and for furnishing all transportation services, and
' ten days to make corrections and adjustments and all fuel, power, water, and essential
to complete and resubmit the schedules. No communications, and for the performance of all
progress payment shall be made to labor, work, or other operations required for the
CONTRACTOR until acceptable schedules are fulfillment of the Contract in strict accordance with
submitted to ENGINEER. the Specifications, Drawings„ Schedules, and
' sum wcc CONDITIONS OF THE CONTRACT
Jan as GENERAL CONDITIONS- PAGE 10
other Contract Documents as defined in the Documents or between the Contract Docu-
Contract, all of which are made a part hereof and ments and any provision of any Law or
including such detail sketches as maybefumished Regulation applicable to the performance of the
by the Engineer from time to time during Work or of any standard,specification,manual
construction in explanation of said Drawings or or code, or of any instruction of any Supplier,
other Contract Documents. CONTRACTOR shall report it to ENGINEER in
writing at once. CONTRACTOR shall not
E The Work shall be complete and operable, proceed with the Work affected thereby(except
and all work,materials,and services not expressly in an emergency as required by paragraph
called for or shown in the Contract Documents 6.16.A) until an amendment or supplement to
which may be necessary for the complete and the Contract Documents has been issued by
proper construction of the Work in good faith shall one of the methods indicated in paragraph
be performed, furnished, and installed by the 3.04; provided, however, that CONTRACTOR
Contractor as though originally so specified or shall not be liable to OWNER or ENGINEER
shown, at no additional cost to the Owner. for failure to report any such conflict, error,
' ambiguity, or discrepancy unless
CONTRACTOR knew or reasonably should
3.02 Reference Standards have known thereof.
A. Standards, Specifications, Codes, Laws, B. Resolving Discrepancies
and Regulations
1. Except as maybe otherwise specifically
1. Reference to standards,specifications, stated in the Contract Documents, the provi-
manuals, or codes of any technical society, sions of the Contract Documents shall take
organization, or association, or to Laws or precedence in resolving any conflict, error,
Regulations, whether such reference be ambiguity, or discrepancy between the
' specific or by implication, shall mean the stan- provisions of the Contract Documents and:
dard, specification, manual, code, or Laws or
Regulations in effect at the time of opening of a. the provisions of any standard,
Bids(or on the Effective Date of the Agreement specification, manual, code, or instruction
' if there were no Bids), except as may be (whether or not specifically incorporated by
otherwise specifically stated in the Contract reference in the Contract Documents), or
Documents.
b. the provisions of any Laws or
2. No provision of any such standard, Regulations applicable to the performance
specification, manual or code, or any of the Work(unless such an interpretation
instruction of a Supplier shall be effective to of the provisions of the Contract
change the duties or responsibilities of Documents would result in violation of such
OWNER, CONTRACTOR, or ENGINEER, or Law or Regulation).
any of their subcontractors, consultants,
agents, or employees from those set forth in 3.04 Amending and Supplementing Contract
the Contract Documents, nor shall any such Documents
provision or instruction be effective to assign to
OWNER, ENGINEER, or any of Design A. The Contract Documents maybe amended
Engineers, agents, or employees any duty or to provide for additions,deletions,and revisions in
authority to supervise or direct the performance the Work or to modify the terms and conditions
of the Work or any duty or authority to thereof in one or more of the following ways: (i) a
undertake responsibility inconsistent with the Written Amendment; (ii)a Change Order,or(iii)a
provisions of the Contract Documents. Work Change Directive.
3.03 Reporting and Resolving Discrepancies B. The requirements of the Contract
' Documents may be supplemented, and minor
A. Reporting Discrepancies variations and deviations in the Work may be
authorized, by one or more of the following ways:
1. If,during the performance of the Work, (i) a Field Order; (ii) ENGINEER's approval of a
' CONTRACTOR discovers any conflict, error, Shop Drawing or Sample; or (iii) ENGINEER's
ambiguity, or discrepancy within the Contract written interpretation or clarification.
' 22Aa700cc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS -PAGE 11
1
3.05 Reuse of Documents storage of materials and equipment.
A. CONTRACTOR and any Subcontractor or 4.02 Subsurface and Physical Conditions
Supplier or other individual or entity performing or
' furnishing any of the Work under a direct or A. Reports and Drawings: The
indirect contract with OWNER: (1)shall not haveor Supplementary Conditions identify:
acquire any title to or ownership rights in any of the
Drawings, Specifications, or other documents (or 1. those reports of explorations and tests
copies of any thereof) prepared by or bearing the of subsurface conditions at or contiguous to the
seal of ENGINEER or Design Engineer, including Site that ENGINEER has used in preparing the
electronic media editions; and (ii) shall not reuse Contract Documents; and
' any of such Drawings, Specifications, other
documents, or copies thereof on extensions of the 2. those drawings of physical conditions
Project or any other project withoutwritten consent in or relating to existing surface or subsurface
of OWNER and ENGINEER and specific written structures at or contiguous to the Site (except
verification or adaption by ENGINEER. This Underground Facilities) that ENGINEER has
prohibition will survive final payment, completion, used in preparing the Contract Documents.
and acceptance of the Work, or termination or
completion of the Contract. Nothing herein shall B. Limited Reliance by CONTRACTOR on
preclude CONTRACTOR from retaining copies of Technical Data Authorized. CONTRACTOR may
the Contract Documents for record purposes rely upon the general accuracy of the "technical
data"contained in such reports and drawings, but
' ARTICLE 4-AVAILABILITY OF LANDS; such reports and drawings are not Contract Docu-
SUBSURFACE AND PHYSICAL CONDITIONS; ments. Such "technical data" is identified in the
REFERENCE POINTS Supplementary Conditions. Except for such reli-
ance on such "technical data," CONTRACTOR
' may not rely upon or make any Claim against
4.01 Availabilityof Lands OWNER, ENGINEER,oranyof Design Engineers
with respect to:
A. OWNER shall furnish the Site. OWNER
shall notify CONTRACTOR of any encumbrances 1. the completeness of such reports and
or restrictions not of general application but drawings for CONTRACTOR's purposes,
specifically related to use of the Site with which including, but not limited to, any aspects of the
' CONTRACTOR must comply in performing the means, methods, techniques, sequences, and
Work. OWNER will obtain in a timely manner and procedures of construction to be employed by
pay for easements for permanent structures or CONTRACTOR, and safety precautions and
permanent changes in existing facilities. If programs incident thereto; or
' CONTRACTOR and OWNER are unable to agree
on entitlement to or on the amount or extent, if 2. other data, interpretations, opinions,
any, of any adjustment in the Contract Price or and information contained in such reports or
Contract Times, or both,as a result of any delay in shown or indicated in such drawings; or
' OWNER's furnishing the Site, CONTRACTOR
may make a Claim therefor as provided in the 3. any CONTRACTOR interpretation of or
construction contract. Paregmph 16.06. conclusion drawn from any"technical data" or
any such other data, interpretations, opinions,
B. Upon reasonable written request,OWNER or information.
shall furnish CONTRACTOR with a current
statement of record legal title and legal description 4.03 Differing Subsurface or Physical Condi-
of the lands upon which the Work is to be per- tions
formed and OWNER's interest therein as
necessary forgiving noticeof or filing a mechanic's A. Notice: If CONTRACTOR believes that any
or construction lien against such lands in subsurface or physical condition at or contiguous
accordancewith applicable Lawsand Regulations. to the Site that is uncovered or revealed either:
C. CONTRACTOR shall provide for all 1. is of such a nature as to establish that
' additional lands and access thereto that may be any"technical data" on which CONTRACTOR
required for temporary construction facilities or is entitled to rely as provided in paragraph 4.02
'
2zn-0 aocc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 12
is materially inaccurate; or existence of such conditions at the time
CONTRACTOR made a final commitment
2. is of such a nature as to require a to OWNER in respect of Contract Price
change in the Contract Documents; or and Contract Times by the submission of a
Bid or becoming bound under a negotiated
3. differs materially from that shown or contract; or
indicated in the Contract Documents; or
b. the existence of such condition
4. is of an unusual nature, and differs could reasonably have been discovered or
materially from conditions ordinarily revealed as a result of any examination,
encountered and generally recognized as investigation, exploration, test, or study of
inherent in work of the character provided for in the Site and contiguous areas required by
the Contract Documents; then CONTRACTOR the Bidding Requirements or Contract
shall, promptly after becoming aware thereof Documents to be conducted by or for
and before further disturbing the subsurface or CONTRACTOR prior to CONTRACTOR's
' physical conditions or performing any Work in making such final commitment; or
connection therewith(except in an emergency
as required by paragraph 6.16.A), notify c. CONTRACTOR failed to give the
OWNER and ENGINEER in writing about such written notice within the time and as re-
condition. CONTRACTOR shall not further quired by paragraph 4.03.A.
disturb such condition or perform any Work in
connection therewith(exceptas aforesaid)until 3. If OWNER and CONTRACTOR are
' receipt of written order to do so. unable to agree on entitlement to or on the
amount or extent, if any, of any adjustment in
B. ENGINEER's Review: After receipt of the Contract Price or Contract Times, or both,
written notice as required by paragraph 4.03.A, a Claim may be made therefor as provided in
ENGINEER will promptly review the pertinent the Construction Contract. paragraph q0.8.
condition, determine the necessity of OWNER's However, OWNER, ENGINEER, and Design
obtaining additional exploration or tests with Engineers shall not be liable to CONTRACTOR
respect thereto, and advise OWNER in writing for any claims, costs, losses, or damages
(with a copy to CONTRACTOR) of ENGINEER's (including but not limited to all fees and
findings and conclusions. charges of engineers,architects,attorneys,and
other professionals and all court or arbitration
' C. Possible Price and Times Adjustments or other dispute resolution costs)sustained by
CONTRACTOR on or in connection with any
1. The Contract Price or the Contract other project or anticipated project.
Times, or both,will be equitably adjusted to the
' extent that the existence of such differing 4.04 Underground Facilities
subsurface or physical condition causes an in-
crease or decrease in CONTRACTOR's cost A. Shown or Indicated: The information and
of, or time required for, performance of the data shown or indicated in the Contract Docu-
' Work; subject, however, to the following: ments with respect to existing Underground Facili-
ties at or contiguous to the Site is based on infor-
a. such condition must meet any one mation and data furnished to OWNER or
or more of the categories described in ENGINEER by the owners of such Underground
paragraph 4.03.A; and Facilities,including OWNER, or by others. Unless
it is otherwise expressly provided in the Sup-
b. with respect to Work that is paid for plementary Conditions:
on a Unit Price Basis, any adjustment in
Contract Price will be subject to the 1. OWNER and ENGINEER shall not be
provisions of paragraphs 9.08 and 11.03. responsible for the accuracy or completeness
of any such information or data; and
2. CONTRACTOR shall not be entitled to
any adjustment in the Contract Price or 2. the cost of all of the following will be
Contract Times if: included in the Contract Price, and
' CONTRACTOR shall have full responsibility
a. CONTRACTOR knew of the for:
' 2 n-07MGC CONDITIONS OF THE CONTRACT
Jan GENERAL CONDITIONS-PAGE 13
1
' a. reviewing and checking all such or Contract Times,OWNER or CONTRACTOR
information and data, may make a Claim therefor as provided in the
Construction Contract.pefogreph 10.05.
b. locating all Underground Facilities
shown or indicated in the Contract 4.05 Reference Points
Documents,
A. OWNER shall provide engineering surveys
c. coordination of the Work with the to establish reference points for construction which
' OWNERS of such Underground Facilities, in ENGIN EER's judgment are necessary to enable
including OWNER, during construction, CONTRACTOR to proceed with the Work.
and CONTRACTOR shall be responsible for laying out
the Work, shall protect and preserve the
d. the safety and protection of all such established reference points and property
Underground Facilities and repairing any monuments,and shall make no changes or reloca-
damage thereto resulting from the Work. tionswithoutthe priorwritten approval of OWNER.
CONTRACTOR shall report to ENGINEER
' B. Not Shown or Indicated whenever any reference point or property
monument is lost or destroyed or requires
1. If an Underground Facility is uncovered relocation because of necessary changes in
or revealed at or contiguous to the Site which grades or locations, and shall be responsible for
was not shown or indicated, or not shown or the accurate replacement or relocation of such
indicated with reasonable accuracy in the reference points or property monuments by
Contract Documents, CONTRACTOR shall, professionally qualified personnel_
promptly.after becoming aware thereof and
before further disturbing conditions affected 4.06 Hazardous Environmental Condition at Site
thereby or performing any Work in connection
therewith(except in an emergency as required A. Reports and Drawings: Reference is made
by paragraph 6.16.A), identify the OWNER of to the Supplementary Conditions for the
such Underground Facility and give written identification of those reports and dtawings relating
notice:to that OWNER and to OWNER and to a Hazardous Environmental Condition identified
' ENGINEER. ENGINEER will promptly review at the Site, if any, that have been utilized by the
the Underground Facility and determine the ENGINEER in the preparation of the Contract
extent, if any,to which a change is required in Documents.
the Contract Documents to reflect and
document the consequences of the existence B. Limited Reliance by CONTRACTOR on
or location of the Underground Facility. During Technical Data Authorized: CONTRACTOR may
such time,CONTRACTOR shall be responsible rely upon the general accuracy of the "technical
for the safety and protection of such data'contained in such reports and drawings, but
Underground Facility. such reports and drawings are not Contract
Documents. Such"technical data" is identified in
2. If ENGINEER concludes that a change the Supplementary Conditions. Except for such
in the Contract Documents is required, a Work reliance on such"technical data,"CONTRACTOR
Change Directive or a Change Order will be may not rely upon or make any Claim against
issued to reflect and document such conse- OWNER, ENGINEER or any of Design Engineers
quences. An equitable adjustment shall be with respect to:
made in the Contract Price of Contract Times,
or both, to the extent that they are attributable 1. the completeness of such reports and
to the existence or location of any Underground drawings for CONTRACTOR's purposes,
Facility that was not shown or indicated or not including, but not limited to, any aspects of the
shown or indicated with reasonable accuracy in means, methods, techniques, sequences and
the Contract Documents and that procedures of construction to be employed by
CONTRACTOR did not know of and could not CONTRACTOR and safety precautions and
' reasonably have been expected to be aware of programs incident thereto; or
or to have anticipated. If OWNER and
CONTRACTOR are unable to agree on 2. other data,interpretations,opinions and
' entitlement to or on the amount or extent, if information contained in such reports or shown
any, of any such adjustment in Contract Price or indicated in such drawings; or
zsn 7MGC CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS -PAGE 14
3. any CONTRACTOR interpretation of or portion of the Work that is in the area affected by
conclusion drawn from any"technical data" or such condition to be deleted from the Work. If
any such other data,interpretations,opinions or OWNER and CONTRACTOR cannot agree as to
information. entitlement to or on the amount or extent, if any,of
' an adjustment in Contract Price or Contract Times
C. CONTRACTOR shall not be responsible for as a result of deleting such portion of the Work,
any Hazardous Environmental Condition then either party may make a Claim therefor as
uncovered or revealed at the Site which was not provided in the Construction Contact. paragraph
shown or indicated in Drawings or Specifications 49795-OWNER may have such deleted portion of
or identified in the Contract Documents to be the Work performed by OWNER's own forces or
within the scope of the Work. CONTRACTOR others in accordance with Article 7.
' shall be responsible for a Hazardous
Environmental Condition created with any materi- G. To the fullest extent permitted by Laws and
als brought to the Site by CONTRACTOR, Regulations, OWNER shall indemnify and hold
Subcontractors, Suppliers, or anyone else for harmless CONTRACTOR, Subcontractors,
' whom CONTRACTOR is responsible. ENGINEER, Design Engineers and the officers,
directors, partners, employees, agents, other
D. If CONTRACTOR encounters a Hazardous consultants, and subcontractors of each and any
Environmental Condition or if CONTRACTOR or of them from and against all claims, costs, losses,
anyone for whom CONTRACTOR is responsible and damages (including but not limited to all fees
creates a Hazardous Environmental Condition, and charges of ENGINEERS, architects,
CONTRACTOR shall immediately: (i) secure or attorneys,and other professionals and all court or
' otherwise isolate such condition; (ii)stop all Work arbitration orotherdispute resolution costs)arising
in connection with such condition and in any area out of or relating to a Hazardous Environmental
affected thereby (except in an emergency as Condition, provided that such Hazardous
required by paragraph 6.16); and (iii) notify Environmental Condition: .(i) was not shown or
' OWNER and ENGINEER(and promptly thereafter indicated in the Drawings. or Specifications or
confirm such notice in writing). OWNER shall identified in the Contract Documents to be
promptly consult with ENGINEER concerning the included within the scope of the Work, and(ii)was
necessity for OWNER to retain a qualified expert not created by CONTRACTOR or by anyone for
to evaluate such condition or take corrective whom CONTRACTOR is responsible. Nothing in
action;if any. this paragraph 4.06.E shall obligate OWNER to
indemnify any individual or entity from and against
' E. CONTRACTOR shall not be required to the consequences of that individual's or entity's
resume Work in connection with such condition or own negligence.
in any affected area until after OWNER has ob-
tained any required permits related thereto and H. To the fullest extent permitted by Laws and
' delivered to CONTRACTOR written notice: (i) Regulations, CONTRACTOR shall indemnify and
specifying that such condition and any affected hold harmless OWNER, ENGINEER, Design
area is or has been rendered safe for the resump- Engineers, and the officers, directors, partners,
tion of Work; or (ii) specifying any special condi- employees, agents, other consultants, and
tions under which such Work may be resumed subcontractors of each and any of them from and
safely. If OWNER and CONTRACTOR cannot against all claims, costs, losses, and damages
agree as to entitlement to or on the amount or (including but not limited to all fees and charges of
extent, if any, of any adjustment in Contract Price ENGINEERS, architects, attorneys, and other
or Contract Times, or both, as a result of such professionals and all court or arbitration or other
Work stoppage or such special conditions under dispute resolution costs) arising out of or relating
which Work is agreed to be resumed by to a Hazardous Environmental Condition created
CONTRACTOR, either party may make a Claim by CONTRACTOR or by anyone for whom
therefor as provided in the Construction Contract. CONTRACTOR is responsible. Nothing in this
pafagraph 49-65- paragraph 4.06.F shall obligate CONTRACTOR to
indemnify any individual or entity from and against
F. If after receipt of such written notice the consequences of that individual's or entity's
CONTRACTOR does not agree to resume such own negligence.
Work based on a reasonable belief it is unsafe, or
' does not agree to resume such Work under such I. The provisions of paragraphs 4.02, 4.03,
special conditions, then OWNER may order the and 4.04 are not intended to apply to a Hazardous
' 2u_07Mcc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 15
Proceeds
A. Amy instifed 'ass tinder the eliemes of who was Fequired to provide stieh eavefoge, a 9d
matirenee require blum"i IMF", h a Ghange Order she" be issued to adjust the
E)MER as fidtiemory for the as thei
t
B. E)WNER as fidtielary she" have power to nsufamee shall eemsemt by emdafsernent on the
withim 15 days after the ceetirrence of less to. of any stieh partial use or eeeupamey.
EMNER's exeFeise ef this power. If Sue'!
__k- _-. -__-. . ,:� ---- :_ -_---d---_. ARTICLE 6 - CONTRACTOR'S RE-
withstiehogreemeMasthepailies i itereatmay SPONSIBILITIES
6.01 Supervision and Superintendence
give bond fer the prope
perfafn9amee of sueh duties. A. CONTRACTOR shall supervise, inspect,
and direct the Work competently and efficiently,
devoting such attention thereto and applying such
Optieh to Replace skills and expertise as may be necessary to
perform the Work in accordance with the Contract
either or GONTRAG.-1. has Documents. CONTRACTOR shall be solely
responsible for the means, methods, techniques,
sequences, and procedures of construction, but
be purehased a id iiaimtaimed by the other party m CONTRACTOR shall not be responsible for the
seeardemee with �(ftmele 5 am the basis of negligence of OWNER or ENGINEER in the
design or specification of a specific means,
tHe objeetimg party she"so matify the other pofty am method, technique, sequence, or procedure of
construction which is shown or indicated in and
expressly required by the Contract Documents.
by paragraph 2.05.6. OWNER amel CONTRACTOR shall be responsible to see that
the completed Work complies accurately with the
Contract Documents.
B. At all times during the progress of the
' the Bemds and insti.anee required of stieh pefty by Work, CONTRACTOR shall assign a competent
resident superintendent thereto who shall not be
' zzao aocc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 19
replaced without written notice to OWNER and (including reports of required tests) as to the
ENGINEER except under extraordinary source, kind, and quality of materials and equip-
circumstances. The superintendent will be ment. All materials and equipment shall be stored,
CONTRACTOR's representative at the Site and applied, installed, connected, erected, protected,
' shall have authority to act on behalf of used,cleaned,and conditioned in accordance with
CONTRACTOR. All communications given to or instructions of the applicable Supplier, except as
received from the superintendent shall be binding otherwise may be provided in the Contract Docu-
on CONTRACTOR. ments.
' C. The CONTRACTOR's authorized 6.04 Progress Schedule
representative shall be present at the site of the
Work at all times while the Work is in progress. A. CONTRACTOR shall adhere to the prog-
Failure to observe this requirement shall be ress schedule established in accordance with
considered as a suspension of the Work by the paragraph 2.07 as it may be adjusted from time to
CONTRACTOR. time as provided below.
6.02 Labor, Working Hours 1. CONTRACTOR shall submit to
ENGINEER for acceptance(to the extent indi-
A. CONTRACTOR shall provide competent, cated in paragraph 2.07)proposed adjustments
suitably qualified personnel to survey,lay out,and in the progress schedule that will not result in
construct the Work as required by the Contract changing the Contract Times (or Milestones).
Documents. CONTRACTOR shall at all times Such adjustments will conform generally to the
maintain good discipline and order at the Site. progress schedule then in effect and additional-
ly will comply with any provisions of the General
B. Except as otherwise required for the safety Requirements applicable thereto.
or protection of persons or the Work or property at
the Site or adjacent thereto, and except as other- 2. Proposed adjustments in the progress
wise stated in the Contract Documents,all Work at schedule that will change the Contract Times .
the Site shall be performed during regular working (or Milestones) shall be submitted in
hours, and CONTRACTOR .will not permit accordance with the requirements of Article 1Z.
' overtime work or the performance of Work on Such adjustments may only be made by a
Saturday, Sunday, or any legal holiday without Change Order or Written Amendment in accor-
OWNER's written consent (which will not be dance with Article 12.
unreasonably withheld) given after prior written
notice to ENGINEER. 6.05 Substitutes and "Or-Equals"
6.03 Services, Materials, and Equipment A. Whenever an item of material or equipment
is specified or described in the Contract Docu-
A. Unless otherwise specified in the General ments by using the name of a proprietary item or
Requirements, CONTRACTOR shall provide and the name of a particular Supplier,the specification
assume full responsibility for all services, or description is intended to establish the type,
' materials, equipment, labor, transportation, function,appearance,and quality required. Unless
construction equipment and machinery, tools, the specification or description contains or is
appliances, fuel, power, light, heat, telephone, followed bywords reading that no like, equivalent,
water, sanitary facilities, temporary facilities, and or"or-equal" item or no substitution is permitted,
all other facilities and incidentals necessary for the other items of material or equipment or material or
performance, testing, start-up, and completion of equipment of other Suppliers may be submitted to
the Work. ENGINEER for review under the circumstances
described below.
B. All materials and equipment incorporated
into the Work shall be as specified or, if not 1. "Or-Equal" Items: If in ENGINEER's
specified, shall be of good quality and new,except sole discretion an item of material or equipment
as otherwise provided in the Contract Documents. proposed by CONTRACTOR is functionally
All warranties and guarantees specifically called equal to that named and sufficiently similar so
for by the Specifications shall expressly run to the that no change in related Work will be required,
' benefit of OWNER. If required by ENGINEER, it may be considered by ENGINEER as an
CONTRACTOR shall furnish satisfactory evidence or-equal" item, in which case review and
22A-0700GC CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS - PAGE 20
' approval of the proposed item may, in that the proposed substitute item will
ENGINEER's sole discretion, be accomplished perform adequately the functions and
without compliance with some or all of the require- achieve the results called for by the general
ments for approval of proposed substitute items. design, be similar in substance to that
' For the purposes of this paragraph 6.05.A.1, a specified,and be suited to the same use as
proposed item of material or equipment will be that specified. The application will state the
considered functionally equal to an item so named extent, if any, to which the use of the pro-
if: posed substitute item will prejudice
' CONTRACTOR's achievement of Substan-
a. in the exercise of reasonable tial Completion on time,whether or not use
judgment ENGINEER determines that: (i) of the proposed substitute item in the Work
it is at least equal in quality, durability, will require a change in any of the Contract
appearance, strength, and design Documents (or in the provisions of any
characteristics; (ii) it will reliably perform at other direct contract with OWNER for work
least equally well the function imposed by on the Project) to adapt the design to the
the design concept of the completed proposed substitute item and whether or
Project as a functioning whole, and; not incorporation or use of the proposed
substitute item in connection with the Work
b. CONTRACTOR certifies that: (i) is subject to payment of any license fee or
there is no increase in cost to the OWNER; royalty. All variations of the proposed
and (ii) it will conform substantially, even substitute item from that specified will be
with deviations, to the detailed identified in the application, and available
requirements of the item named in the ENGINEERING, sales, maintenance,
Contract Documents. repair, and replacement services will be
indicated. The application will also contain
2. Substitute Items an itemized estimate of all costs or credits
that will result directly or indirectly from use
a. If in ENGINEER's sole discretion of such substitute item, including costs of
an item of material or equipment proposed redesign and claims of other contractors
by CONTRACTOR does not qualify as an affected by any resulting change, all of
"or-equal" item under paragraph 6.05.A.1, which will be considered by ENGINEER in
it will be considered a proposed substitute evaluating the proposed substitute item.
item. ENGINEER may require CONTRACTOR to
furnish additional data about the proposed
' b. CONTRACTOR shall submit suffi- substitute item.
cient information as provided below to
allow ENGINEER to determine that the B. Substitute Construction Methods orProce-
' item of material or equipment proposed is dures: If a specific means,method,technique,se-
essentially equivalent to that named and an quence, or procedure of construction is shown or
acceptable substitute therefor. Requests indicated in and expressly required bythe Contract
for review of proposed substitute items of Documents,CONTRACTOR may furnish or utilize
material or equipment will not be accepted a substitute means,method,technique,sequence,
by ENGINEER from anyone other than or procedure of construction approved by
CONTRACTOR. ENGINEER. CONTRACTOR shall submit
' sufficient information to allow ENGINEER, in
c. The procedure for review by ENGINEER's sole discretion,to determine that the
ENGINEER will be as set forth in substitute proposed is equivalent to that expressly
paragraph 6.05.A.2.d, as supplemented in called for by the Contract Documents. The proce-
the General Requirements and as dure for review by ENGINEER will be similar to
ENGINEER may decide is appropriate that provided in subparagraph 6.05.A.2.
under the circumstances.
C. ENGINEER's Evaluation: ENGINEER will
d. CONTRACTOR shall first make be allowed a reasonable time within which to
written application to ENGINEER for review evaluate each proposal or submittal made
of a proposed substitute item of material or pursuant to paragraphs 6.05.A and 6.05.B.
equipment that CONTRACTOR seeks to ENGINEER will be the sole judge of acceptability.
furnish or use. The application shall certify No "or-equal" or substitute will be ordered,
' 22A470mc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 21
' installed or utilized until ENGINEER's review is tract Documents) of any such Subcontractor,
complete, which will be evidenced by either a Supplier, or other individual or entity so identified
Change Order for a substitute or an approved may be revoked on the basis of reasonable
Shop Drawing for an "or equal." ENGINEER will objection after due investigation. CONTRACTOR
' advise CONTRACTOR in writing of any negative shall submit an acceptable replacement for the
determination. rejected Subcontractor, Supplier, or other
individual or entity, and the Contract Price will be
D. Special Guarantee: OWNER may require adjusted by the difference in the cost occasioned
CONTRACTOR tofurnish atCONTRACTOR'sex- by such replacement, and an appropriate Change
pense a special performance guarantee or other Order will be issued or Written Amendment
surety with respect to any substitute. signed. No acceptance by OWNER of any such
Subcontractor, Supplier, or other individual or
E. ENGINEER's Cost Reimbursement., entity, whether initially or as a replacement, shall
ENGINEER will record time required by constitute a waiver of any right of OWNER or
ENGINEER and Design Engineers in evaluating ENGINEER to reject defective Work.
substitute proposed or submitted by
CONTRACTOR pursuant to paragraphs 6.05.A.2 C. CONTRACTOR shall be fully responsible to
and 6.05.8 and in making changes in the Contract OWNER and ENGINEER for all acts and omis-
Documents(or in the provisions of any other direct sions of the Subcontractors, Suppliers, and other
' contract with OWNER for work on the Project) individuals or entities performing or furnishing any
occasioned thereby. Whether or not ENGINEER of the Work just as CONTRACTOR is responsible
approves a substitute item so proposed or for CONTRACTOR's own acts and omissions.
submitted by CONTRACTOR, CONTRACTOR Nothing in the Contract Documents shall create for
shall: reimburse OWNER for the charges of the benefit of any such Subcontractor,Supplier,or
ENGINEER and Design Engineers for evaluating other individual or entity any contractual relation-
each such proposed substitute. ship between OWNER or ENGINEER and any
such Subcontractor,Supplier orother individual or
R C O N T R A G T O R 's Expense: entity,nor shall it create any obligation on the part
CONTRACTOR shall provide all data in support of of OWNER or ENGINEER to pay or to see to the
any proposed substitute or "or-equal" at payment of any moneys ,due any such
CONTRACTOR'sexpense. Subcontractor, Supplier, or'other individual or
entity except as may otherwise be required by
6.06 Concerning Subcontractors,Suppliers,and Laws and Regulations.
Others
D. CONTRACTOR shall be solely responsible
A. CONTRACTOR shall not employ any for scheduling and coordinating the Work of
Subcontractor, Supplier, or other individual or Subcontractors,Suppliers,and other individuals or
entity (including those acceptable to OWNER as entities performing or furnishing any of the Work
indicated in paragraph 6.06.B),whether initially or under a direct or indirect contract with
as a replacement, against whom OWNER may CONTRACTOR.
have reasonable objection. CONTRACTOR shall
not be required to employ any Subcontractor, E. CONTRACTOR shall require all
Supplier, or other individual or entity to furnish or Subcontractors, Suppliers, and such other
perform any of the Work against whom individuals or entities performing or furnishing any
CONTRACTOR has reasonable objection. of the Work to communicate with ENGINEER
through CONTRACTOR.
B. If the Supplementary Conditions require the
identity of certain Subcontractors, Suppliers, or F. The divisions and sections of the Specifica-
other individuals or entities to be submitted to tions and the identifications of any Drawings shall
OWNER in advance for acceptance by OWNER not control CONTRACTOR in dividing the Work
by a specified date prior to the Effective Date of among Subcontractors or Suppliers or delineating
the Agreement,and if CONTRACTOR has submit- the Work to be performed by any specific trade.
' ted a list thereof in accordance with the Supple-
mentary Conditions,OWNER's acceptance(either G. All Work performed for CONTRACTOR by
in writing or by failing to make written objection a Subcontractor or Supplier will be pursuant to an
' thereto by the date indicated for acceptance or appropriate agreement between CONTRACTOR
objection in the Bidding Documents or the Con- and the Subcontractor or Supplier which
' 22"700Gc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS-PAGE 22
' specifically binds the Subcontractor or Supplier to Contract Documents.
the applicable terms and conditions of the Contract
Documents for the benefit of OWNER and 6.08 Permits
ENGINEER. Whenever any such agreement is
' with a Subcontractor or Supplier who is listed as A. Unless otherwise provided in the Supple-
an additional insured on the property insurance mentary Conditions, CONTRACTOR shall obtain
provided in the Construction Contract paragraph and pay for all construction permits and licenses.
5-85,the agreement between the CONTRACTOR OWNER shall assist CONTRACTOR, when
' and the Subcontractor or Supplier will contain necessary,in obtaining such permits and licenses,
provisions whereby the Subcontractor or Supplier CONTRACTOR shall pay all governmental
waives all rights against OWNER, charges and inspection fees necessary for the
' CONTRACTOR, ENGINEER, Design Engineers, prosecution of the Work which are applicable at
and all other individuals or entities identified in the the time of opening of Bids,or, if there are no Bids,
Supplementary Conditions to be listed as insureds on the Effective Date of the Agreement.
or additional insureds (and the officers, directors, CONTRACTOR shall pay all charges of utility
partners, employees, agents, and other OWNERS for connections to the Work, and
consultants and subcontractors of each and any of OWNER shall pay all charges of such utility
them) for all losses and damages caused by, OWNERS for capital costs related thereto,such as
arising out of, relating to, or resulting from any of plant investment fees.
t the perils or causes of loss covered by such
policies and any other property insurance 6.09 Laws and Regulations
applicable to the Work. If the insurers on any such
' policies require separate waiver forms to be A. CONTRACTOR shall give all notices and
signed by any Subcontractor or Supplier, comply with all Laws and Regulations applicable to
CONTRACTOR will obtain the same. the performance of the Work. Except where
otherwise expressly required by applicable Laws
6.07 Patent Fees and Royalties and Regulations,neither OWNER nor ENGINEER
' shall be responsible for monitoring
A. CONTRACTOR shall pay all license fees CONTRACTOR's compliance with any Laws or
and royalties and assume all costs incident to the Regulations.
' use in the performance of the Work or the
incorporation in the Work of any invention,design, B. If CONTRACTOR performs any Work
process, product, or device which is the subject of knowing or having reason to know that it is
patent rights or copyrights held by others. If a contrary to Laws or Regulations, CONTRACTOR
particular invention, design, process, product, or shall bear all claims, costs, losses, and damages
device is specified in the Contract Documents for (including but not limited to all fees and charges of
use in the performance of the Work and if to the ENGINEERS, architects, attorneys, and other
' actual knowledge of OWNER or ENGINEER its professionals and all court or arbitration or other
use is subject to patent rights or copyrights calling dispute resolution costs) arising out of or relating
for the payment of any license fee or royalty to to such Work, however, it shall not be
others, the existence of such rights shall be CONTRACTOR's primary responsibility to make
' disclosed by OWNER in the Contract Documents. certain that the Specifications and Drawings are in
To the fullest extent permitted by Laws and accordance with Laws and Regulations, but this
Regulations, CONTRACTOR shall indemnify and shall not relieve CONTRACTOR of
hold harmless OWNER, ENGINEER, Design CONTRACTOR's obligations under paragraph
Engineers, and the officers, directors, partners, 3.03.
employees or agents, and other consultants of
each and any of them from and against all claims, C. Changes in Laws or Regulations not known
' costs, losses, and damages (including but not at the time of opening of Bids(or, on the Effective
limited to all fees and charges of ENGINEERS, Date of the Agreement if there were no Bids)
architects, attorneys, and other professionals and having an effect on the cost or time of
all court or arbitration or other dispute resolution performance of the Work may be the subject of an
costs)arising out of or relating to any infringement adjustment in Contract Price or Contract Times. If
of patent rights or copyrights incident to the use in OWNER and CONTRACTOR are unable to agree
the performance of the Work or resulting from the on entitlement to or on the amount or extent, if
' incorporation in the Work of any invention,design, any, of any such adjustment, a Claim may be
process, product, or device not specified in the made therefor as provided in the Construction
'
22A-0700cc CONDITIONS OF THE CONTRACT
�an a3 GENERAL CONDITIONS - PAGE 23
1
Contract. paragraph X995- the Work., During the progress of the Work
CONTRACTOR shall keep the Site and other
6.10 Taxes areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal
' A. CONTRACTOR shall pay all sales, con- of such waste materials, rubbish,and other debris
sumer, use,and other similar taxes required to be shall conform to applicable Laws and Regulations.
paid by CONTRACTOR in accordance with the
Laws and Regulations of the place of the Project C. Cleaning: Prior to Substantial Completion
' which are applicable during the performance of the of the Work CONTRACTOR shall clean the Site
Work. and make it ready for utilization by OWNER. At
the completion of the Work CONTRACTOR shall
' 6.11 Use of Site and Other Areas remove from the Site all tools, appliances,
construction equipment and machinery, and
A. Limitation on Use of Site and Other Areas surplus materials and shall restore to original
condition all property not designated for alteration
' 1. CONTRACTOR shall confine by the Contract Documents.
construction equipment, the storage of
materials and equipment,and the operations of D. Loading Structures: CONTRACTOR shall
workers to the Site and other areas permitted not load nor permit any part of any structure to be
' by Laws and Regulations, and shall not loaded in any manner that will endanger the
unreasonably encumber the Site and other structure, nor shall CONTRACTOR subject any
areas with construction equipment or other part of the Work or adjacent property to stresses
materials or equipment. CONTRACTOR shall or pressures that will endanger it.
assume full responsibility for any damage to
any such land or area, or to the OWNER or 6.12 Record Documents
occupant thereof, or of any adjacent land or
areas resulting from the performance of the A. : CONTRACTOR shall maintain in a safe
Work. place at the Site one record copy of all Drawings,
Specifications, Addenda, Written Amendments,
2. Should any claim be made by any such Change Orders, Work Change Directives, Field
' OWNER or occupant because of the Orders, and written interpretations and
performance of the Work, CONTRACTOR clarifications in good order and annotated to show
shall promptly settle with such other party by changes made during construction. These record
' negotiation or otherwise resolve the claim by documents together with all approved Samples
arbitration or other dispute resolution and a counterpart of all approved Shop Drawings
proceeding or at law. will be available to ENGINEER for reference.
Upon completion of the Work, these record
3. To the fullest extent permitted by Laws documents, Samples, and Shop Drawings will be
and Regulations, CONTRACTOR shall delivered to ENGINEER for OWNER.
indemnify and hold harmless OWNER,
ENGINEER,Design Engineer,and the officers, 6.13 Safety and Protection
directors, partners, employees, agents, and
other consultants of each and any of them from A. CONTRACTOR shall be solely responsible
and against all claims, costs, losses, and for initiating,maintaining and supervising all safety
damages (including but not limited to all fees precautions and programs in connection with the
and charges of ENGINEERS, architects, Work. CONTRACTOR shall take all necessary
attorneys,and other professionals and all court precautions for the safety of, and shall provide the
or arbitration or other dispute resolution costs) necessary protection to prevent damage, injury or
arising out of or relating to any claim or action, loss to:
legal or equitable, brought by any such
OWNER or occupant against OWNER, 1. all persons on the Site or who may be
ENGINEER, or any other party indemnified affected by the Work;
' hereunder to the extent caused by or based
upon CONTRACTOR's performance of the 2. all the Work and materials and equip-
Work. ment to be incorporated therein, whether in
' storage on or off the Site; and
B. Removal of Debris During Performance of
' CONDITIONS OF THE CONTRACT
JJanOOGC 03 GENERAL CONDITIONS-PAGE 24
1
' 3. other property at the Site or adjacent required to be made available to orexchanged be-
thereto, including trees, shrubs, lawns, walks, tween or among employers at the Site in
pavements, roadways,structures, utilities,and accordance with Laws or Regulations.
Underground Facilities not designated for
' removal, relocation, or replacement in the 6.16 Emergencies
course of construction.
A. In emergencies affecting the safety or
B. CONTRACTOR shall comply with all protection of persons or the Work or property at
' applicable Laws and Regulations relating to the the Site or adjacent thereto, CONTRACTOR is
safety of persons or property, or to the protection obligated to act to prevent threatened damage,
of persons or property from damage, injury, or injury, or loss. CONTRACTOR shall give
' loss; and shall erect and maintain all necessary ENGINEER prompt written notice if
safeguards for such safety and protection. CONTRACTOR believes that any significant
CONTRACTOR shall notify OWNERS of adjacent changes in the Work or variations from the
property and of Underground Facilities and other Contract Documents have been caused therebyor
' utility OWNERS when prosecution of the Work are required as a result thereof. If ENGINEER
may affect them, and shall cooperate with them in determines that a change in the Contract
the protection, removal, relocation, and Documents is required because of the action
replacement of their property. All damage, injury, taken by CONTRACTOR in response to such an
or loss to any property referred to in paragraph emergency, a Work Change Directive or Change
6.13.A.2 or 6.13.A.3 caused, directly or indirectly, Order will be issued.
in whole or in part, by CONTRACTOR, any
' Subcontractor, Supplier, or any other individual or 6.17 Shop Drawings and Samples
entity directly or indirectly employed by any of them
to perform any of the Work, or anyone for whose A. 'CONTRACTOR shall submit Shop Draw-
acts any of them may be liable, shall be remedied ings to ENGINEER for review and approval in
by CONTRACTOR (except damage or loss accordance with the acceptable schedule of Shop
attributable to the fault of Drawings or Drawings and Sample submittals. All submittals
Specifications or to the acts or omissions of will be identified as ENGINEER may require and in
OWNER or ENGINEER or Design Engineer, or the number of copies specified in the General Re-
anyone employed by any of them, or anyone for quirements. The data shown on the Shop
whose acts any of them may be liable, and not Drawings will be complete with respect to quan-
attributable, directly or indirectly, in whole or in tities, -dimensions, specified performance and
' part, to the fault or negligence of CONTRACTOR design criteria, materials, and similar data to show
or any Subcontractor, Supplier, or other individual ENGINEER the services, materials, and
or entity directly or indirectly employed by any of equipment CONTRACTOR proposes to provide
them). CONTRACTOR's duties and responsibil- and to enable ENGINEER to review the informa-
ities for safety and for protection of the Work shall tion for the limited purposes required by paragraph
continue until such time as all the Work is 6.17.E.
completed and ENGINEER has issued a notice to
OWNER and CONTRACTOR qm seeefdanee with B. CONTRACTOR shall also submit Samples
' B that the Work is acceptable to ENGINEER for review and approval in accor-
(except as otherwise expressly provided in dance with the acceptable schedule of Shop Draw-
connection with Substantial Completion). ings and Sample submittals. Each Sample will be
identified clearly as to material, Supplier, pertinent
6.14 Safety Representative data such as catalog numbers, and the use for
which intended and otherwise as ENGINEER may
A. CONTRACTOR shall designate a qualified require to enable ENGINEER to review the
' and experienced safety representative at the Site submittal for the limited purposes required by
whose duties and responsibilities shall be the paragraph 6.17.E. The numbers of each Sample
prevention of accidents and the maintaining and to be submitted will be as specified in the Specifi-
supervising of safety precautions and programs. cations.
' 6.15 Hazard Communication Programs C. Where a Shop Drawing or Sample is re-
A. CONTRACTOR shall be responsible for quired bythe Contract Documents or the schedule
coordinating any exchange of material safety data of Shop Drawings and Sample submittals
sheets orother hazard communication information acceptable to ENGINEER as required by
' CONDITIONS OF THE CONTRACT
J.J03 WGC GENERAL CONDITIONS- PAGE 25
' paragraph 2.07, any related Work performed prior approve Shop Drawings and Samples in
to ENGINEER's review and approval of the accordance with the schedule of Shop
pertinent submittal will be at the sole expense and Drawings and Sample submittals acceptable to
responsibility of CONTRACTOR. ENGINEER. ENGINEER's review and
' approval will be only to determine if the items
D. Submittal Procedures covered by the submittals will, after installation
or incorporation in the Work, conform to the
1. Before submitting each Shop Drawing information given in the Contract Documents
' or Sample, CONTRACTOR shall have and be compatible with the design concept of
determined and verified: the completed Project as a functioning whole
as indicated by the Contract Documents.
' a. all field measurements, quantities,
dimensions,specified performance criteria, 2. ENGINEER's review and approval will
installation requirements,materials,catalog not extend to means, methods, techniques,
numbers, and similar information with sequences, or procedures of construction
' respect thereto; (except where a particular means, method,
technique, sequence, or procedure of con-
b. all materials with respect to intend- struction is specifically and expressly called for
ed use, fabrication, shipping, handling, by the Contract Documents) or to safety
storage, assembly, and installation precautions or programs incident thereto. The
pertaining to the performance of the Work; review and approval of a separate item as such
will not indicate approval of the assembly in
' c. all information relative to means, which the item functions.
methods, techniques, sequences, and
procedures of construction and safety 3. ENGINEER's review and approval of
precautions'and programs incident thereto; Shop Drawings or Samples shall not relieve
and - CONTRACTOR from responsibility for any
variation from the requirements of the Contract
d. CONTRACTOR shall also have Documents unless CONTRACTOR has in
reviewed and coordinated each Shop writing called ENGINEER's attention to each
' Drawing or Sample with other Shop such variation at the time of each submittal as
Drawings and Samples and with the required by paragraph 6.17.D.3 and
requirements of the Work and the Contract ENGINEER has given written approval of each
' Documents. such variation by specific written notation
thereof incorporated in or accompanying the
2. Each submittal shall bear a stamp or Shop Drawing or Sample approval; nor will any
specific written indication that CONTRACTOR approval by ENGINEER relieve
' has satisfied CONTRACTOR's obligations CONTRACTOR from responsibility for
under the Contract Documents with respect to complying with the requirements of paragraph
CONTRACTOR's review and approval of that 6.17.D.1.
submittal.
F. Resubmittal Procedures
3. At the time of each submittal,
CONTRACTOR shall give ENGINEER specific 1. CONTRACTOR shall make corrections
' written notice of such variations, if any,that the required by ENGINEER and shall return the
Shop Drawing or Sample submitted may have required number of corrected copies of Shop
from the requirements of the Contract Drawings and submit as required new Samples
Documents, such notice to be in a written com- for review and approval. CONTRACTOR shall
' munication separate from the submittal; and,in direct specific attention in writing to revisions
addition, shall cause a specific notation to be other than the corrections called for by
made on each Shop Drawing and Sample sub- ENGINEER on previous submittals.
mitted to ENGINEER for review and approval
' of each such variation. 6.18 Continuing the Work
E. ENGINEER's Review A. CONTRACTOR shall carry on the Work
' and adhere to the progress schedule during all dis-
1. ENGINEER will timely review and putes or disagreements with OWNER. No Work
22n-0oocc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS -PAGE 26
' shall be delayed or postponed pending resolution OWNER.
of any disputes or disagreements, except as
permitted under the Construction Contract or as
OWNER and CONTRACTOR may otherwise ARTICLE 7 -OTHER WORK
' agree in writing.
6.19 CONTRACTOR's General Warranty and 7.01 Related Work at Site
' Guarantee
A. OWNER may perform other work related to
A. CONTRACTOR warrants and guarantees the Project at the Site by OWNER's employees,or
to OWNER, ENGINEER, and Design Engineers let other direct contracts therefor, or have other
' that all Work will be in accordance with the work performed by utility OWNERS. If such other
Contract Documents and will not be defective. work is not noted in the Contract Documents,then:
CONTRACTOR's warranty and guarantee
hereunder excludes defects or damage caused by: 1. written notice thereof will be given to
CONTRACTOR prior to starting any such other
1. abuse, modification, or improper main- work; and
tenance or operation by persons other than
' CONTRACTOR, Subcontractors,Suppliers,or 2. if OWNER and CONTRACTOR are
any other individual or entity for whom unable to agree on entitlement to or on the
CONTRACTOR is responsible; or amount or extent, if any, of any adjustment in
2. normal wear and tear under normal the Contract Price or Contract Times that
' usage. should be allowed as a result of such other
work, a Claim may be made therefor as
B. CONTRACTOR's obligation to perform and provided in the Construction Contract.
complete the Work in accordance with the Con- paFagraPh 18.86.
tract Documents shall be absolute. None of the
following will constitute an acceptance of Work B. CONTRACTOR shall afford each other
that is not in, accordance with the Contract CONTRACTOR who is a party to such a direct
Documents or release of CONTRACTOR's contract and each utility OWNER (and OWNER, if
obligation to perform the Work in accordance with OWNER is performing the other work with
the Contract Documents: OWNER's employees)proper and safe access to
the Site and a reasonable opportunity for the
1. observations by ENGINEER; introduction and storage of materials and
equipment and the execution of such other work
2. recommendation by ENGINEER or and shall properly coordinate the Work with theirs.
payment by OWNER of any progress or final Unless otherwise provided in the Contract
payment, Documents, CONTRACTOR shall do all cutting,
fitting, and patching of the Work that may be
3. the issuance of a certificate of Sub- required to properly connect or otherwise make its
' stantial Completion by ENGINEER or any several parts come together and properly integrate
payment related thereto by OWNER; with such other work. CONTRACTOR shall not
endanger any work of others by cutting, excavat-
4. use or occupancy of the Work or any ing, or otherwise altering their work and will only
part thereof by OWNER; cut or alter their work with the written consent of
ENGINEER and the others whose work will be
5. any acceptance by OWNER or any affected. The duties and responsibilities of
failure to do so; CONTRACTOR under this paragraph are for the
benefit of such utility OWNERs and other
6. any review and approval of a Shop CONTRACTORS to the extent that there are
Drawing or Sample submittal orthe issuance of comparable provisions for the benefit of
' a notice of acceptability by ENGINEER; CONTRACTOR in said direct contracts between
OWNER and such utility OWNERs and other
7. any inspection, test, or approval by CONTRACTOR&
others; or
C. If the proper execution or results of any part
8. any correction of defective Work by of CONTRACTOR's Work depends upon work
zznmoocc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS - PAGE 27
' performed by others under this Article 7, A. OWNER shall promptly furnish the data
CONTRACTOR shall inspect such other work and required of OWNER under the Contract
promptly report to ENGINEER in writing any Documents.
delays,defects, or deficiencies in such other work
' that render it unavailable or unsuitable for the 8.04 Pay Promptly When Due
proper execution and results of CONTRACTOR's
Work. CONTRACTOR's failure to so report will A. OWNER shall make payments to
constitute an acceptance of such other work as fit CONTRACTOR promptly when they are due as
' and proper for integration with CONTRACTOR's provided in the Construction Contract. pemgmphs
Work except for latent defects and deficiencies in 14.02.6
such other work.
' 8.05 Lands and Easements,Reports and Tests
7.02 Coordination
A. OWNER's duties in respect of providing
A. If OWNER intends to contract with others lands and easements and providing
forthe performance of otherwork on the Project at ENGINEERing surveys to establish reference
the Site, the following will be set forth in points are set forth in paragraphs 4.01 and 4.05.
Supplementary Conditions: Paragraph 4.02 refers to OWNER'S identifying and
making available to CONTRACTOR copies of
1. the individual or entity who will have reports of explorations and tests of subsurface
authority and responsibility for coordination of conditions and drawings of physical conditions in
the activities among the various or relating to existing surface or subsurface
' CONTRACTORs will be identified; structures at or contiguous to the Site that have
been utilized by ENGINEER in preparing the
2. the specific matters to be covered by Contract Documents.
such authority and responsibility will be
itemized; and 8.06 Insurance
3. the extent of such authority and A. OWNER's responsibilities,if any,in respect
responsibilities will be provided. to purchasing and maintaining liabilityand property
' insurance are set forth in Artiele 5 and the
B. Unless otherwise provided in the Construction Contract.
Supplementary Conditions, OWNER shall have
' sole authority and responsibility for such 8.07 Change Orders
coordination.
A. OWNER is obligated to execute Change
Orders as indicated in the Construction Contract.
' ARTICLE 8 -OWNER'S RESPONSIBILITIES X03.
8.08 Inspections, Tests, and Approvals
8.01 Communications to CONTRACTOR
A. OWNER's responsibility in respect to
A. Except as otherwise provided in these certain inspections, tests, and approvals is set
General Conditions, OWNER shall issue all forth in paragraph 13.03.B.
' communications to CONTRACTOR through
ENGINEER. 8.09 Limitations on OWNER's Responsibilities
8.02 Replacement of ENGINEER A. The OWNER shall not supervise,direct,or
have control or authority over, nor be responsible
A. In case of termination of the employment of for, CONTRACTOR's means, methods,
ENGINEER,OWNER shall appoint an ENGINEER techniques, sequences, or procedures of
to whom CONTRACTOR makes no reasonable construction, or the safety precautions and
objection, whose status under the Contract programs incident thereto, or for any failure of
Documents shall be thatof theformer ENGINEER. CONTRACTOR to comply with Laws and
Regulations applicable to the performance of the
' 8.03 Furnish Data Work. OWNER will not be responsible for
CONTRACTOR's failure to perform the Work in
t 22A-0700GC CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS - PAGE 28
' accordance with the Contract Documents. will endeavor to guard OWNER against defective
Work.
8.10 Undisclosed Hazardous Environmental
Condition B. ENGINEER's visits and observations are
subject to all the limitations on ENGINEER's
A. OWNER's responsibility in respect to an authority and responsibility set forth in paragraph
undisclosed Hazardous Environmental Condition 9.10,and particularly,but without limitation,during
is set forth in paragraph 4.06. or as a result of ENGINEER's visits or
' observations of CONTRACTOR's Work
8.11 Evidence of Financial Arrangements ENGINEER will not supervise, direct, control, or
have authority over or be responsible for
' A. If and to the extent OWNER has agreed to CONTRACTOR's means, methods, techniques,
furnish CONTRACTOR reasonable evidence that sequences, or procedures of construction, or the
financial arrangements have been made to satisfy safety precautions and programs incident thereto,
OWNER's obligations under the Contract or for any failure of CONTRACTOR to comply with
Documents, OWNER's responsibility in respect Laws and Regulations applicable to the
thereof will be as set forth in the Supplementary performance of the Work.
Conditions.
9.03 Project Representative
' A. If OWNER and ENGINEER agree,
ARTICLE 9- ENGINEER'S STATUS DURING ENGINEER will furnish a Resident Project
CONSTRUCTION Representative to assist ENGINEER in providing
' more extensive observation of the Work. The
responsibilities and authority and limitations
9.01 OWNER'S Representative thereon of any such Resident Project
' Representative and assistants will be as provided
A. ENGINEER will be OWNER's representa- in paragraph 9.10 and in the Supplementary
tive during the construction period. The duties and Conditions. If OWNER designates another
responsibilities and the limitations of authority of representative or agent to represent OWNER at
ENGINEER as OWNER's representative during the Site who is not Design Engineer, agent or em-
construction are set forth in the Contract ployee, the responsibilities and authority and
Documents and will not be changed withoutwritten limitations thereon of such other individual or entity
consent of OWNER and ENGINEER. will be as provided in the Supplementary
Conditions.
9.02 Visits to Site
9.04 Clarifications and Interpretations
' A. ENGINEER will make visits to the Site at
intervals appropriate to the various stages of A. ENGINEER will issue with reasonable
construction as ENGINEER deems necessary in promptness such written clarifications or
order to observe as an experienced and qualified interpretations of the requirements of the Contract
design professional the progress that has been Documents as ENGINEER may determine neces-
made and the quality of the various aspects of sary, which shall be consistent with the intent of
CONTRACTOR's executed Work. Based on and reasonably inferable from the Contract Docu-
information obtained during such visits and ments. Such written clarifications and
observations, ENGINEER, for the benefit of interpretations will be binding on OWNER and
OWNER, will determine, in general, if the Work is CONTRACTOR. If OWNER and CONTRACTOR
proceeding in accordance with the Contract are unable to agree on entitlement to or on the
Documents. ENGINEER will not be required to amount or extent, if any, of any adjustment in the
make exhaustive or continuous inspections on the Contract Price or Contract Times, or both, that
Site to check the quality or quantity of the Work. should be allowed as a result of a written clarifica-
' ENGINEER'seffortswillbedirectedtowardprovid- tion or interpretation, a Claim may be made
ing for OWNER a greater degree of confidence therefor as provided in the Construction Contact.
that the completed Work will conform generally to pmfagraph 10.85.
the Contract Documents. On the basis of such
visits and observations, ENGINEER will keep 9.05 Authorized Variations in Work
OWNER informed of the progress of the Work and
zzn-o oocc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS -PAGE 29
' A. ENGINEER may authorize minor variations ENGINEER to reflect changed factual conditions
in the Work from the requirements of the Contract or more accurate data) upon OWNER and
Documents which do not involve an adjustment in CONTRACTOR, subject to the provisions of the
the Contract Price or the Contract Times and are Construction Contract.
compatible with the design concept of the com- 46-69, ineltisive.
pleted Project as a functioning whole as indicated
by the Contract Documents. These may be 9.09 Decisions on Requirements of Contract
' accomplished by a Field Order and will be binding Documents and Acceptability of Work
on OWNER and also on CONTRACTOR, who
shall perform the Work involved promptly. If A. ENGINEER will be the initial interpreter of
OWNER and CONTRACTOR are unable to agree the requirements of the Contract Documents and
on entitlement to or on the amount or extent, if judge of the acceptability of the Work thereunder.
any, of any adjustment in the Contract Price or Claims, disputes and other matters relating to the
Contract Times, or both, as a result of a Field acceptability of the Work, the quantities and
Order, a Claim may be made therefor as provided classifications of Unit Price Work, the
in the Construction Contract. paragraph 10.05.. interpretation of the requirements of the Contract
Documents pertaining to the performance of the
9.06 Rejecting Defective Work Work, and Claims seeking changes in the
Contract Price or Contract Times will be referred
A. ENGINEER will have authority to disap- initially to ENGINEER in writing, in accordance
prove or reject Work which ENGINEER believesto with the provisions of the Construction Contract
be defective, or that ENGINEER believes will not paragFopk 10.98 , with a request for a formal
produce a completed Project that conforms to the decision.
Contract Documents or that will prejudice the
integrity of the design concept of the completed B. When functioning as interpreter and judge
Project as a functioning whole as indicated by the under this paragraph 9.09, ENGINEER will not
Contract Documents. ENGINEER will also have show partiality to OWNER or CONTRACTOR and
authority to require special inspection or testing of will not be liable in connection with any
the Work as provided in paragraph 13.04,whether interpretation or decision rendered in good faith in
or not the Work is fabricated, installed, or such capacity. The rendering of a decision by
completed. ENGINEER pursuant to this paragraph 9.09 with
respect to any such Claim,dispute,or other matter
9.07 Shop Drawings, Change Orders and (except any which have been waived by the
' Payments making or acceptance of final payment as
provided in the Construction Contract. paragraph
A. In connection with ENGINEER's authority 44-9f) will be a condition precedent to any
as to Shop Drawings and Samples,see paragraph exercise by OWNER or CONTRACTOR of such
' 6.17. rights or remedies as either may otherwise have
under the Contract Documents or by Laws or
B. In connection with ENGINEER's authority Regulations in respect of any such Claim,dispute,
as to Change Orders, see Articles 4$11, and 12; or other matter.
and the Construction Contract.
9.10 Limitations on ENGINEER's Authority and
C. In connection with ENGINEER's authority Responsibilities
as to Applications for Payment. ___ rt le 14.
A. Neither ENGINEER's authority or respon-
9.08 Determinations for Unit Price Work sibility under this Article 9 or under any other provi-
sion of the Contract Documents nor any decision
A. ENGINEER will determine the actual made by ENGINEER in good faith either to
quantities and classifications of Unit Price Work exercise or not exercise such authority or respon-
performed by CONTRACTOR. ENGINEER will sibility or the undertaking, exercise, or
' review with CONTRACTOR the ENGINEER's performance of any authority or responsibility by
preliminary determinations on such matters before ENGINEER shall create, impose, or give rise to
rendering a written decision thereon (by any duty in contract, tort, or otherwise owed by
recommendation of an Application for Payment or ENGINEER to CONTRACTOR, any
otherwise). ENGINEER'swritten decision thereon Subcontractor, any Supplier, any other individual
will be final and binding (except as modified by or entity,or to any surety for or employee or agent
22A-0700GC CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS - PAGE 30
of any of them.
B. ENGINEER will not supervise, direct, Gantmet Pfiee of Ge T:ni__ _ both, that
-
control, or have authority over or be responsible
for CONTRACTOR's means, methods,
techniques, sequences, or procedures of
construction, or the safety precautions and
programs incident thereto, or for any failure of
CONTRACTOR to comply with Laws and
Regulations applicable to the performance of the
Work. ENGINEER will not be responsible for meresse in the Gantreet Pfiee or e- ext---'em -`
' CONTRACTOR's failure to perform the Work in
accordance with the Contract Documents.
C. ENGINEER will not be responsible for the
' acts or omissions of CONTRACTOR or of any
Subcontractor, any Supplier, or of any other the case of timeoverimg Work as pFavided
individual or entity performing any of the Work. }paragraph 13.04.8-
' D. ENGI N EER's review of the final Application q(3.03 &eett6aojafGhatigeGr
for Payment and accompanying documentation
and all maintenance and operating instructions, „r„ and GE)P4TRAG:F )R shall
schedules, guarantees, Bonds, certificates of
inspection, tests and approvals, and ether
paragraph 14.9i'.Awo"omlybetedeterrmanegemer
ally that their eamte it eamplies with the fequifeq. ehaiges im the Wafit whieh are!
-- - - -- - - ease of --J.:L:e1te- of °- -.
approvals that the results
certified indicate compliance with, the Contract
' Documents.
psmgraph q3.69, or agreed te by-the
E. The limitations upon authority and responsi- parties;
' bility set forth in this paragraph 9.10 shall also
apply to Design Engineers, Resident Project 2. ehamges in the Gaiitreet Pfiee or
Representative, and assistants.
CLAIMS and
4rm_ r L rm tirme to
order JJ:t:
zuo oocc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 31
119C 1
. - - -
-
incurred and paid by CONTRACTOR in the proper from subcontractors acceptable to OWNER
performance of the Work. When the value of any and CONTRACTOR and shall deliver such
Work covered by a Change Order or when a Claim bids to OWNER,who will then determine,with
for an adjustment in Contract Price is determined the advice of ENGINEER, which bids, if any,
on the basis of Cost of the Work, the costs to be will be acceptable. If any subcontract pro-
reimbursed to CONTRACTOR will be only those vides that the Subcontractor is to be paid on
additional or incremental costs required because the basis of Cost of the Work plus a fee, the
of the change in the Work or because of the event Subcontractor's Cost of the Work and fee
giving rise to the Claim. Except as otherwise may shall be determined in the same manner as
be agreed to in writing by OWNER, such costs CONTRACTOR's Cost of the Work and fee as
shall be in amounts no higherthan those prevailing provided in this paragraph 11.01.
in the locality of the Project, shall include only the
following items, and shall not include any of the 4. Costs of special consultants(including
costs itemized in paragraph 11.01.B. but not limited to ENGINEERS, architects,
testing laboratories,surveyors,attorneys,and
1. Payroll costs for employees in the accountants) employed for services
direct employ of CONTRACTOR in the perfor- specifically related to the Work.
mance of the Work under schedules of job
classifications agreed upon by OWNER and 5. Supplemental costs including the
CONTRACTOR. Such employees shall following:
include without limitation superintendents,
foremen, and other personnel employed full a. The proportion of necessary trans-
time at the Site. Payroll costs for employees portation, travel, and subsistence ex-
not employed full time on the Work shall be penses of CONTRACTOR's employees
apportioned on the basis of theirtime spent on incurred in discharge of duties connected
the Work. Payroll costs shall include, but not with the Work.
' be limited to, salaries and wages plus the cost
of fringe benefits, which shall include social b. Cost, including transportation.and
security contributions,unemployment,excise, maintenance, of all materials, supplies,
and payroll taxes, workers' compensation, equipment,machinery,appliances,office,
health and retirement benefits, bonuses, sick and temporary facilities at the Site, and
leave, vacation and holiday pay applicable hand tools not owned by the workers,
thereto. The expenses of performing Work which are consumed in the performance
' outside of regularworking hours,on Saturday, of the Work, and cost, less market value,
Sunday,or legal holidays,shall be included in of such items used but not consumed
the above to the extent authorized by which remain the property of
OWNER. CONTRACTOR.
2. Cost of all materials and equipment c. Rentals of all construction equip-
furnished and incorporated in the Work, ment and machinery, and the parts
including costs of transportation and storage thereof whether rented from
' thereof, and Suppliers'field services required CONTRACTOR or others in accordance
in connection therewith. All cash discounts with rental agreements approved by
shall accrue to CONTRACTOR unless OWNER with the advice of ENGINEER,
OWNER deposits funds with CONTRACTOR and the costs of transportation, loading,
with which to make payments, in which case unloading, assembly, dismantling, and
the cash discounts shall accrue to OWNER. removal thereof. All such costs shall be in
All trade discounts, rebates and refunds and accordance with the terms of said rental
returns from sale of surplus materials and agreements. The rental of any such
equipment shall accrue to OWNER, and equipment, machinery, or parts shall
CONTRACTOR shall make provisions so that cease when the use thereof is no longer
they may be obtained. necessary for the Work.
3. Payments made by CONTRACTOR to d. Sales, consumer, use, and other
Subcontractors for Work performed by similar taxes related to the Work, and for
Subcontractors. If required by OWNER, which CONTRACTOR is liable, imposed
CONTRACTOR shall obtain competitive bids by Laws and Regulations.
' zzn-o oocc CONDITIONS OF THE CONTRACT
Jan M GENERAL CONDITIONS- PAGE 34
' e. Deposits lost for causes other 1. Payroll costs and other compensation
than negligence of CONTRACTOR, any of CONTRACTOR's officers, executives,
Subcontractor, or anyone directly or principals (of partnerships and sole
indirectly employed by any of them or for proprietorships), general managers,
whose acts any of them may be liable, ENGINEERS, architects, estimators, attor-
and royalty payments and fees for permits neys, auditors, accountants, purchasing and
and licenses. contracting agents, expediters, timekeepers,
clerks, and other personnel employed by
f. Losses and damages(and related CONTRACTOR, whether at the Site or in
expenses) caused by damage to the CONTRACTOR's principal or branch office for
Work, not compensated by insurance or general administration of the Work and not
otherwise, sustained by CONTRACTOR specifically included in the agreed upon
in connection with the performance of the schedule of job classifications referred to in
Work (except losses and damages within paragraph 11.01.A.1 or specifically covered by
the deductible amounts of property paragraph 11.01.A.4, all of which are to be
insurance established in accordance with considered administrative costs covered by
the Construction Contract. paragraph the CONTRACTOR's fee.
5-85.9), provided such losses and
damages have resulted from causes other 2. Expenses of CONTRACTOR's princi-
than the negligence of CONTRACTOR, pal and branch offices other than
any Subcontractor, or anyone directly or CONTRACTOR's office at the Site.
indirectly employed by any of them or for
' whose acts any of them may be liable. 3. Any part of CONTRACTOR's capital
Such losses shall include settlements expenses, including interest on
made with the written consent and CONTRACTOR's capital employed for the
approval of OWNER. No such losses, Work and charges against CONTRACTOR for
damages,and expenses shall be included delinquent payments.
in the Cost of the Work for the purpose of
determining CONTRACTOR's fee. 4. Costs due to the negligence of
CONTRACTOR, any Subcontractor, or
g. The cost of utilities,fuel, and sani- anyone directly or indirectly employed by any
tary facilities at the Site. of them or for whose acts any of them may be
liable, including but not limited to, the
h. Minor expenses such as tele- correction of defective Work, disposal of
grams, long distance telephone calls, materials or equipment wrongly supplied,and
telephone service atthe Site,expressage, making good any damage to property.
and similar petty cash items in connection
with the Work. 5. Other overhead or general expense
costs of any kind and the costs of any item not
i. When the Cost of the Work is specifically and expressly included in
used to determine the value of a Change paragraphs 11.01.A and 11.01.8.
Order or of a Claim, the cost of premiums
for additional Bonds and insurance C. CONTRACTOR's Fee:When all the Work
required because of the changes in the is performed on the basis of cost-plus,
Work or caused by the event giving rise to CONTRACTOR's fee shall be determined as set
the Claim. forth in the Agreement. When the value of any
Work covered by a Change Orderorwhen a Claim
j. When all the Work is performed for an adjustment in Contract Price is determined
on the basis of cost-plus, the costs of on the basis of Cost of the Work,
premiums for all Bonds and insurance CONTRACTOR's fee shall be determined as set
CONTRACTOR is required by the forth in paragraph 12.01.C.
Contract Documents to purchase and
maintain. D. Documentation: Whenever the Cost of
the Work for any purpose is to be determined
B. Costs Excluded: The term Cost of the pursuant to paragraphs 11.01.A and 11.01.6,
' Work shall not include any of the following items: CONTRACTOR will establish and maintain re-
cords thereof in accordance with generally
zzn o oocc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 35
' accepted accounting practices and submit in a C. OWNER or CONTRACTOR may make a
form acceptable to ENGINEER an itemized cost Claim for an adjustment in the Contract Price in
breakdown together with supporting data. accordance with the Construction Contract.
paragraph 165 if:
' 11.02 Cash Allowances
1. the quantity of any item of Unit Price
A. It is understood that CONTRACTOR has Work performed by CONTRACTOR differs
' included in the Contract Price all allowances so materially and significantly from the estimated
named in the Contract Documents and shall cause quantity of such item indicated in the
the Work so covered to be performed for such Agreement; and
sums as may be acceptable to OWNER and
ENGINEER. CONTRACTOR agrees that: 2. there is no corresponding adjustment
with respect any other item of Work; and
1. the allowances include the cost to
CONTRACTOR (less any applicable trade 3. if CONTRACTOR believes that
discounts) of materials and equipment CONTRACTOR is entitled to an increase in
required by the allowances to be delivered at Contract Price as a result of having incurred
the Site, and all applicable taxes; and additional expense or OWNER believes that
' OWNER is entitled to a decrease in Contract
2. CONTRACTOR's costs for unloading Price and the parties are unable to agree as to
and handling on the Site, labor, installation the amount of any such increase or decrease.
costs, overhead, profit, and other expenses
contemplated for the allowances have been 11.04 Cost of Work(Based on Time Materials,
included in the Contract Price and not in the and Equipment and CONTRACTOR's
allowances, and no demand for additional Overhead and Profit):
payment on account of any of the foregoing
will be valid. A. General: The term "Cost of Work" shall
mean the sum of all costs necessarily incurred and
B. Prior to final payment, an appropriate paid by the CONTRACTOR for labor, materials,
Change Order will be issued as recommended by and equipment plus CONTRACTOR's overhead,
ENGINEER to reflect actual amounts due and profit in the proper performance of Work.
CONTRACTOR on account of Work covered by Except as otherwise may be agreed to in writing by
allowances, and the Contract Price shall be the OWNER, such costs shall be in amounts no
correspondingly adjusted. higher than those prevailing in the locality of the
11.03 Unit Price Work Project.
B. Labor: The cost of labor used in
A. Where the Contract Documents provide performing Work by the CONTRACTOR, a
that all or part of the Work is to be Unit Price Subcontractor, or other forces will be the sum of
Work, initially the Contract Price will be deemed to the following:
include for all Unit Price Work an amount equal to
the sum of the unit price for each separately 1. The actual wages paid plus any employer
identified item of Unit Price Work times the payments to, or on behalf of Workers for
estimated quantity of each item as indicated in the fringe benefits including health and
Agreement. The estimated quantities of items of welfare, pension, vacation, and similar
Unit Price Work are not guaranteed and are solely purposes. The cost of labor may include
for the purpose of comparison of Bids and the wages paid to foremen when
determining an initial Contract Price. Determina- determined by the ENGINEER that the
' tions of the actual quantities and classifications of services of foremen do not constitute a
Unit Price Work performed by CONTRACTOR will part of the overhead allowance as defined
be made by ENGINEER subject to the provisions in Article 11.06, herein.
of paragraph 9.08.
2. To the actual wages, as defined in
B. Each unit price will be deemed to include paragraph 11.04B(1), herein, will be
an amount considered by CONTRACTOR to be added a labor surcharge set forth in the
' adequate to cover CONTRACTOR's overhead and California Department of Transportation
profit for each separately identified item. publication entitled Labor Surcharge and
22A-07CONDITIONS OF THE CONTRACT
Jan 03 WGC GENERAL CONDITIONS- PAGE 36
Equipment Rates,which is in effect on the satisfactory evidence of the cost of such
date upon which the Work is material,then the cost shall be deemed to
accomplished and which is hereby be the lowest current wholesale price for
included as a part of these General the quantity concerned delivered to the
' Conditions by this reference thereto. Said Work site less trade discount. The
labor surcharge shall constitute full OWNER reserves the right to furnish
compensation for all payments imposed materials for the extra Work and no claim
by the State and Federal laws and for all shall be made by the CONTRACTOR for
' other payments made to, or on behalf of, costs, overhead, and profit on such
the Workers, other than actual wages as materials.
defined in paragraph 11.04B(1), herein,
' and subsistence and travel allowance as D. Equipment The CONTRACTOR will be
specified in paragraph 11.04B(3), herein. paid for the use of equipment at the rental rate
listed for such equipment specified in the
3. The amount paid for subsistence and Supplementary General Conditions. Such rental
travel required by collective bargaining rate will be used to compute payments for
agreements, or in accordance with the equipment whether the equipment is under the
regular practice of the employer. CONTRACTOR's control through direct
OWNERSHIP,leasing,renting,oranothermethod
At the beginning of the extra work and as later of acquisition. The rental rate to be applied for use
requested by the ENGINEER,the CONTRACTOR of each items of equipment shall be the rate
shall furnish the ENGINEER proof of labor resulting in the least total cost to the OWNER for
compensation rates being paid. the total period of use. If it is deemed necessary
by the CONTRACTOR to use equipment not listed
C. Materials: The cost of materials used in in the foregoing publication, an equitable rental
performing Work will be the cost to the purchaser, rate for the equipment will be established by the
whether CONTRACTOR or Subcontractor, from ENGINEER.The CONTRACTOR may furnish cost
the supplier thereof, except as the following are data which might assist the ENGINEER in the
applicable: establishment of the rental rate.
1. Trade discounts available to the 1. All equipment shall, in the opinion of the
purchaser shall be credited to the ENGINEER, be in good working condition
OWNER notwithstanding the fact that and suitable for the purpose for which the
' such discounts may not have been taken equipment is to be used.
by the CONTRACTOR.
2. Before construction equipment is used on
2. For materials secured by other than a the extra Work, the CONTRACTOR shall
L direct purchase and direct billing to the plainly stencil or stamp an identifying
purchaser,the cost shall be deemed to be number thereon at a conspicuous
the price paid to the actual supplier as location, and shall furnish to the
determined by the ENGINEER. Markup ENGINEER, in duplicate, a description of
except for actual costs incurred in the the equipment and its identifying number.
handling of such materials will not be
allowed. 3. Unless otherwise specified,
manufacturer's ratings and manufacturer
3. Payment for materials from sources approved modifications shall be used to
owned wholly or in part by the purchaser classify equipment for the determination
shall not exceed the price paid by the of applicable rental rates. Equipment
' purchaser for similar materials from said which has no direct power unit shall be
sources on extra work items or the current powered by a unit of at least the minimum
wholesale price for such materials rating recommended bythe manufacturer.
delivered to the Work site, whichever
price is lower. 4. Individual pieces of equipment or tools
having a replacement value of $200 or
4. If in the opinion of the ENGINEER the less, whether or not consumed by use,
cost of material is excessive, or the shall be considered to be small tools and
CONTRACTOR does not furnish no payment will be made therefor.
22n-0oocc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS-PAGE 37
the operator is actually covered by such
5. Rental time will not be allowed while an agreement. A labor surcharge will be
equipment is inoperative due to added to the cost of labor described
breakdowns. herein in accordance with the provisions
' of paragraph 11.046, herein, which
E. Equipment on the Work: The rental time surcharge shall constitute full
to be paid for equipment on the Work shall be the compensation for payments imposed by
time the equipment is in productive operation on state and federal laws and all other
the extra Work being performed and, in addition, payments made to on behalf of workers
shall include the time required to move the other than actual wages.
equipment to the location of the extra Work and
return it to the original location or to another 6. To the direct cost of equipment rental and
location requiring no more time than that required labor, computed as provided herein, will
to return it to its original location; except, that be added the allowances for equipment
moving time will not be paid if the equipment is rental and labor as provided in Article
used on other than the extra Work, even though 11.06 herein.
located at the site of the extra Work. Loading and
transporting costs will be allowed, in lieu of moving 11.05 Special Services:
time, when the equipment is moved by means
' other than its own power, except that no payment A. Special Work or services are defined as
will be made for loading and transporting costs that Work characterized by extraordinary
when the equipment is used at the site of the extra complexity, sophistication, or innovation or a
Work on other than the extra Work. The following combination of the foregoing attributes which are
shall be used in computing the rental time of unique to the construction industry. The following
equipment on the Work. may be considered by the ENGINEER in making
estimates for payment for special services:
1. When hourly rates are listed, any part of
an hour less than 30 minutes of operation 1. When the ENGINEER and the
shall be considered to be 1/2-hour of CONTRACTOR,by agreement,determine
operation, and any part of an hour greater that a special service or Work is required
than 30 minutes will be considered one which cannot be performed by the forces
hour of operation. of the CONTRACTOR or those of any of
its Subcontractors, the special service or
2. When daily rates are listed, any part of a Work may be performed by an entity
day less than 4 hours operation shall be especially skilled in the Work to be
considered to be 1/2-day of operation. performed. After validation of invoices
and determination of market values by the
' 3. When OWNER-operated equipment is ENGINEER, invoices for special services
used to perform extra Work to be paid for or Work based upon the current fair
on a time and materials basis, the market value thereof may be accepted
CONTRACTOR will be paid for the without complete itemization of labor,
' equipment and operator, as set forth in material, and equipment rental costs.
Subparagraphs(4),(5),and(6),following:
2. When the CONTRACTOR is required to
4. Payment for the equipment will be made perform Work necessitating special
in accordance with the provisions in fabrication or machining process in a
paragraph 11.04D, herein. fabrication or a machine shop facility away
from the job site, the charges for that
' 5. Payment for the cost of labor and portion of the Work performed at the
subsistence or travel allowance will be off-site facility may, by agreement, be
made at the rates paid by the accepted as a special service and
CONTRACTOR to other workers accordingly, the invoices for the Work
operating similar equipment already on may be accepted without detailed
the Work,or in the absence of such labor, itemization.
established by collective bargaining
agreements for the type of workers and 3. All invoices for special services will be
location of the extra work, whether or not adjusted by deducting all trade discounts
' 22A-07MGC CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS-PAGE 38
offered or available,whether the discounts hierarchical tiers of Subcontractors, the 5-percent
were taken or not. In lieu of the increase above the Subcontractor's total cost
allowances for overhead and profit which includes the allowances for overhead and
specified in Article 11.06, herein, an profit specified herein may be applied one time
' allowance of 5 percent will be added to only for each separate Work transaction. No
invoices for special services. markup allowance will be made for
sub-subcontractors or below.
' B. All Work performed hereunder shall be
subject to all of the provisions of the Contract
Documents and the CONTRACTOR's sureties ARTICLE 12-CHANGE OF CONTRACT PRICE;
shall be bound with reference thereto as under the CHANGE OF CONTRACT TIMES
' original Agreement. Copies of all amendments to
surety bonds or supplemental surety bonds shall
be submitted to the OWNER for review priorto the
performance of any Work hereunder.
' 11.06 CONTRACTOR's Overhead and Profit: A. The Gentireet Price rney only be Lhanged
' A. Work ordered on the basis of time and
materials will be paid for at the actual necessary shall be based em writtem mietiee stibmitted by the
cost as determined by the ENGINEER, plus party mialt mg the Glaim to the ENGINEER amel the
allowances for overhead and profit. Forextrawork
' involving a combination of increases and pfavisiems ef paragraph q 0.85.
decreases in the Work the actual necessary cost .
will be the arithmetic sum of the additive and
deductive costs. The allowance for overhead and
' profit shall include full compensation for
superintendence, bond and insurance premiums,
taxes, office expense, and all other items of q. whefetheWorit6ive'vedFseaveredby
' expense or cost not included in the cost of labor,
materials, or equipment provided for under
Paragraphs 11.0413, 11.04C, and 11.04D, herein
including extended overhead and home office to the IpFevis ams of PRregfeph 11.03 )� or
' overhead. The allowance for overhead and profit
will be made in accordance with the following
schedule:
ACTUAL NECESSARY OVERHEAD AND
COST PROFIT ALLOWANCE paFegfoph
' Labor 20 percent 3. where the Wofk - not ee
Materials 15 percent
Equipment 15 percent
' Subcontracts(1"tier) 5 percent
the basis of the Gast of the WoFk (determ*med
as provided in paregfophs qq4M and 41+45�
B. It is understood that labor, materials, and plus a GE)?4T-RAGT-eR'9 fee for overhead
' equipment may be furnished by the
CONTRACTOR or by the Subcontractor on behalf 44.06).
of the CONTRACTOR. When all or any part of the
' extra Work is performed by a Subcontractor, the 6. GGHTRAGTGR�s Fee; Tire
allowance Specified herein shall be applied to the GeN:FRAG:FeR'9 fee faf aveFhead and profit shall
labor, materials, and equipment costs of the ..
Subcontractor, to which the CONTRACTOR may
' add 5 percent of the Subcontractor's total cost for 12.02 Change of Contract Times
the extra Work. Regardless of the number of
'
22n-0 oocc CONDITIONS OF THE CONTRACT
Jan03 GENERAL CONDITIONS - PAGE 39
A. The Contract Times (or Milestones) may 1. for inspections, tests, or approvals
only be changed by a Change Order or by a covered by paragraphs 13.03.0 and 13.03.13
Written Amendment. Any Claim for an adjustment below;
in the Contract Times (or Milestones) shall be
1 based on written notice submitted by the party 2. that costs incurred in connection with
making the claim to the ENGINEER and the other tests or inspections conducted pursuant to
party to the Contract in accordance with the paragraph 13.04.8 shall be paid as provided
' provisions of the Construction Contract. in said paragraph 13.04.B; and
pffegmph !0.05. 3. as otherwise specifically provided in
B. Any adjustment of the Contract Times (or the Contract Documents.
' Milestones)covered by a Change Order or of any
Claim for an adjustment in the Contract Times (or C. If Laws or Regulations of any public body
Milestones)will be determined in accordance with having jurisdiction require any Work (or part
the provisions of this Article 12 and the thereof)specifically to be inspected,tested, or ap-
' Construction Contract. proved by an employee or other representative of
such public body, CONTRACTOR shall assume
full responsibility for arranging and obtaining such
ARTICLE 13 - TESTS AND INSPECTIONS; inspections, tests, or approvals, pay all costs in
CORRECTION, REMOVAL, OR ACCEPTANCE connection therewith, and furnish ENGINEER the
OF DEFECTIVE WORK required certificates of inspection or approval.
' D. CONTRACTOR shall be responsible for
13.01 Notice of Defects arranging and obtaining and shall pay all costs in
connection with any inspections, tests, or approv-
A. Prompt notice of all defective Work of als required for OWNER's and ENGINEER's
' which OWNER or ENGINEER has actual acceptance of materials or equipment to be
knowledge will be given to CONTRACTOR. All incorporated in the Work; or acceptance of
defective Work may be rejected, corrected, or materials,mix designs,orequipment submitted for
accepted as provided in this Article 13, approval prior to CONTRACTOR's purchase
thereof for incorporation in the Work. Such
13.02 Access to Work inspections,tests,orapprovals shall be performed
by organizations acceptable to OWNER and
' A. OWNER, ENGINEER, Design Engineers, ENGINEER.
other representatives and personnel of OWNER,
independent testing laboratories, and govern- E. If any Work (or the work of others)that is
mental agencies with jurisdictional interests will to be inspected, tested, or approved is covered by
' have access to the Site and the Work at CONTRACTOR without written concurrence of
reasonable times for their observation, inspecting, ENGINEER, it must, if requested by ENGINEER,
and testing. CONTRACTOR shall provide them be uncovered for observation.
proper and safe conditions for such access and
advise them of CONTRACTOR's Site safety F. Uncovering Work as provided in
procedures and programs so that they may comply paragraph 13.03.E shall be at CONTRACTOR's
therewith as applicable. expense unless CONTRACTOR has given
ENGINEER timely notice of CONTRACTOR's
13.03 Tests and Inspections intention to cover the same and ENGINEER has
notacted with reasonable promptness in response
A. CONTRACTOR shall give ENGINEER to such notice.
' timely notice of readiness of the Work for all
required inspections, tests, or approvals and shall 13.04 Uncovering Work
cooperate with inspection and testing personnel to
facilitate required inspections or tests. A. If any Work is covered contrary to the
written requestof ENGINEER, itmust, if requested
B. OWNER shall employ and pay for the by ENGINEER, be uncovered for ENGINEER's
services of an independent testing laboratory to observation and replaced at CONTRACTOR's
' perform all inspections, tests, or approvals expense.
required by the Contract Documents except:
' zzn-o oocc CONDITIONS OF THE CONTRACT
Jen 03 GENERAL CONDITIONS- PAGE 40
B. If ENGINEER considers it necessary or ENGINEER, remove it from the Project and
advisable that covered Work be observed by replace it with Work that is not defective.
ENGINEER or inspected or tested by others, CONTRACTOR shall pay all Claims,costs,losses,
CONTRACTOR, at ENGINEER's request, shall and damages (including but not limited to all fees
uncover, expose, or otherwise make available for and charges of ENGINEERS, architects,
observation, inspection, or testing as ENGINEER attorneys, and other professionals and all court or
may require, that portion of the Work in question, arbitration orother dispute resolution costs)arising
' furnishing all necessary labor, material, and out of or relating to such correction or removal
equipment. If it is found that such Work is (including but not limited to all costs of repair or
defective, CONTRACTOR shall pay all Claims, replacement of work of others).
costs, losses, and damages (including but not
limited to all fees and charges of ENGINEERS, 13.07 Correction Period
architects, attorneys,and other professionals and
all court or arbitration or other dispute resolution A. If within one year after the date of
costs)arising out of or relating to such uncovering, Substantial Completion or such longer period of
' exposure,observation,inspection,and testing,and time as may be prescribed by Laws or Regulations
of satisfactory replacement or reconstruction or by the terms of any applicable special
(including but not limited to all costs of repair or guarantee required by the Contract Documents or
replacement of work of others);and OWNER shall by any specific provision of the Contract
be entitled to an appropriate decrease in the Documents, any Work is found to be defective, or
Contract Price. If the parties are unable to agree if the repair of any damages to the land or areas
as to the amount thereof, OWNER may make a made available for CONTRACTOR's use by
Claim therefor as provided in the Construction OWNER or permitted by laws and Regulations as
Contract.paragraph q&9rIf,however,such Work contemplated in paragraph 6.11.A is found to be
is not found to be defective, CONTRACTOR shall defective, CONTRACTOR shall promptly, without
be allowed an increase in the Contract Price or an cost to OWNER and in accordance with OWNER's
' extension of the Contract Times(or Milestones),or written instructions: (1) repair such defective land
both, directly attributable to such uncovering, or areas, or(ii) correct such defective Work or, if
exposure, observation, inspection, testing, the defective Work has been rejected by OWNER,
replacement,and reconstruction. If the parties are remove it from the Project and replace it with Work
u nable to ag ree as to the amou nt or extent thereof, that is not defective, and (iii) satisfactorily correct
CONTRACTOR may make a Claim therefor as or repair or remove and replace any damage to
provided in the Construction Contract. paragraph other Work, to the work of others or other land or
46 Err areas resulting therefrom. If CONTRACTOR does
not promptly comply with the terms of such instruc-
13.05 OWNER May Stop the Work tions, or in an emergency where delay would
cause serious risk of lass or damage, OWNER
A. if the Work is defective, or may have the defective Work corrected or repaired
CONTRACTOR fails to supply sufficient skilled or may have the rejected Work removed and
workers or suitable materials or equipment,or fails replaced, and all Claims, costs, losses, and
to perform the Work in such a way that the damages (including but not limited to all fees and
completed Work will conform to the Contract charges of ENGINEERS, architects, attorneys,
Documents, OWNER may order CONTRACTOR and other professionals and all court or arbitration
to stop the Work, or any portion thereof, until the or other dispute resolution costs) arising out of or
cause for such order has been eliminated; relating to such correction or repair or such
however, this right of OWNER to stop the Work removal and replacement(including but not limited
shall not give rise to any duty on the part of to all costs of repair or replacement of work of
OWNER to exercise this right for the benefit of others)will be paid by CONTRACTOR.
' CONTRACTOR,any Subcontractor,any Supplier,
any other individual or entity, or any surety for, or B. In special circumstances where a particu-
employee or agent of any of them. lar item of equipment is placed in continuous
' service before Substantial Completion of all the
13.06 Correction or Removal of Defective Work Work, the correction period for that item may start
to run from an earlier date if so provided in the
A. CONTRACTOR shall correct all defective Specifications or by Written Amendment.
Work, whether or not fabricated, installed, or
completed, or, if the Work has been rejected by C. Where defective Work (and damage to
' 22A-07WGC CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 41
1
' other Work resulting therefrom) has been may, after seven days written notice to
corrected or removed and replaced under this CONTRACTOR, correct and remedy any such
paragraph 13.07, the correction period hereunder deficiency.
with respect to such Work will be extended for an
' additional period of one year after such correction B. In exercising the rights and remedies
or removal and replacement has been under this paragraph, OWNER shall proceed
satisfactorily completed. expeditiously. In connection with such corrective
and remedial action, OWNER may exclude
D. CONTRACTOR's obligations under this CONTRACTOR from all or part of the Site, take
paragraph 13.07 are in addition to any other possession of all or part of the Work and suspend
obligation or warranty. The provisions of this CONTRACTOR's services related thereto, take
' paragraph 13.07 shall not be construed as a possession of CONTRACTOR's tools,appliances,
substitute for or a waiver of the provisions of any construction equipment and machinery at the Site,
applicable statute of limitation or repose. and incorporate in the Work all materials and
equipment stored at the Site or for which OWNER
13.08 Acceptance of Defective Work has paid CONTRACTOR but which are stored
elsewhere. CONTRACTOR shall allow OWNER,
A. If,instead of requiring correction orremov- OWNER's representatives, agents and employ-
al and replacement of defective Work, OWNER ees, OWNER's other CONTRACTORS, and
(and, prior to ENGINEER's recommendation of ENGINEER and Design Engineers access to the
final payment, ENGINEER) prefers to accept it, Site to enable OWNER to exercise the rights and
OWNER may do so. CONTRACTOR shall pay all remedies under this paragraph.
Claims,costs,losses,and damages(including but
not limited to all fees and charges of ENGINEERS, C. All Claims, costs, losses, and damages
architects,attorneys,and other professionals and (including but not limited to all fees and charges of
all court or arbitration or other dispute resolution ENGINEERS, architects, attorneys, and other
costs) attributable to OWNER's evaluation of and professionals and all court or arbitration or other
determination to accept such defective Work(such dispute resolution costs)incurred or sustained by
costs to be approved by ENGINEER as to OWNER in exercising the rights and remedies
reasonableness) and the diminished value of the underthis paragraph 13.09 will be charged against
Work to the extent not otherwise paid by CONTRACTOR, and a Change Order will be
CONTRACTOR pursuant to this sentence. If any issued incorporating the necessary revisions in the
such acceptance occurs prior to ENGINEER's Contract Documents with respect to the Work; and
' recommendation of final payment,a Change Order OWNER shall be entitled to an appropriate
will be issued incorporating the necessary decrease in the Contract Price. If the parties are
revisions in the Contract Documents with respect unable to agree as to the amount of the
to the Work, and OWNER shall be entitled to an adjustment, OWNER may make a Claim therefor
' appropriate decrease in the Contract Price, as provided in the Construction Contract.
reflecting the diminished value of Work so paragmph %.85. Such claims, costs, losses and
accepted. If the parties are unable to agree as to damages will include but not be limited to all costs
the amount thereof, OWNER may make a Claim of repair, or replacement of work of others
therefor as provided in the Construction Contract. destroyed or damaged by correction, removal, or
paragraph q B.05. f the acceptance occurs after replacement of CONTRACTOR's defective Work.
such recommendation, an appropriate amount will
be paid by CONTRACTOR to OWNER. D. CONTRACTOR shall not be allowed an
extension of the Contract Times (or Milestones)
13.09 OWNER May Correct Defective Work because of any delay in the performance of the
Work attributable to the exercise by OWNER of
' A. If CONTRACTOR fails within a reasonable OWNER's rights and remedies under this
time after written notice from ENGINEER to paragraph 13.09.
correct defective Work or to remove and replace
rejected Work as required by ENGINEER in accor-
dance with paragraph 13.06.A, or if
CONTRACTOR fails to perform the Work in accor- ARTIGLE q4 PAYMENTS :Fe GONTRASTE)IR
dance with the Contract Documents, or if AND GE)MPI=ETl6P}
' CONTRACTOR fails to comply with any other
provision of the Contract Documents, OWNER
22n-0 aocc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS - PAGE 42
OWN
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will file, in the County Recorder's office, a
' Notice of Completion of the Work.
17.07 Unpaid Claims:
17.84 Kb,*hiy . A If, at any time prior to the expiration of
the period for service of a Stop Notice, there is
served upon the OWNER a Stop Notice as
Sectior 1810 to , provided in Sections 3179 through 3210 of the
Civil Code of the State of California, the
OWNER shall, until the discharge thereof,
withhold from the moneys under its control so
' much of said moneys due or to become due the
CONTRACTOR under this Contract as shall be
sufficient to answer the claim stated in such
stop notice and to provide for the reasonable
cost of any litigation thereunder; provided, that
f the ENGINEER shall, in its discretion, permit
the CONTRACTOR to file with the OWNER the
bond referred to in Section 3196 of the Civil
Code of the State of California, said moneys
shall not thereafter be withheld on account of
' such Stop Notice.
17.08 Concrete Forms, Falsework, and
Shoring:
The CONTRACTOR shall comply fully with the
requirements of Section 1717 of the
Construction Safety Orders, State of California,
Department of Industrial Relations, regarding
Wo k nI ich de rave is dete mined to have the design of concrete forms, falsework and
shoring, and the inspection of same prior to
placement of concrete. Where the said Section
that the Wo k danaged vvfis built in 1717 requires the services of a civil ENGINEER
registered in the State of California to approve
design calculations and working drawings of
speeihcatio is of the E)WNER. The the falsework or shoring system, or to inspect
such system prior to placement of concrete,
the CONTRACTOR shall employ a registered
' civil ENGINEER for these purposes, and all
costs therefor shall be included in the price
named in the Contract for completion of the
seetia , the te s. "acts of God" shall miefude Work as set forth in the Contract Documents.
aid effects: eaitl quakes in excess of a 17409 .
ealifaniia Public Emttracteode, Ino
17.06 Notice of Completion:
A In accordance with the Sections 3086
and 3093 of the California Civil Code, within
' 10 days after date of acceptance of the Work
by the OWNER's governing body, the OWNER
' 22A-070000 CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS - PAGE 49
retention provided by tire OWNER betwee i t' a
that ... po tio i of the seemities shall be paid to shall be ce tahed aird shalt be
to tile ese OV, ame It, 41 to it 4 M, that at tire iniinei a! office of the 6E)Pj:FRAe:FE)R o-i
96 day after filing by ti e ekVNER of a Notice pay oil mmid sl all be i ade available
ishado be 10 1 died to those 10.ted in Sectio 16488 sp ese tatqm 0 0,4tiest.
17.10 Public Works Contracts;Assignment to
Awarding Body:
A In accordance with Section 7103 of the t' e co it act, tire 134visma i of Labor
California Public Contract Code (Stats. of Ste idaids enforeeiiient and tire
1990), the CONTRACTOR and Subcontractors
shall conform to the following requirements. In
entering into a public works contract or a
subcontract to supply goods, services, or 3.
materials pursuant to a public works contract,
the CONTRACTOR or subcontractor offers and
agrees to assign to the awarding body all
' rights, title, and interest in and to all causes of
action it may have under Section 4 of the a request by tire intiblic shall be inade
Clayton Act (15 U.S.C. Sec. 15) or under the
Cartwright Act (Chapter 2 (commencing with
Section 16700) of Part 2 Division 7 of the Saar ^
Business and Professions Code), arising from
' purchases of goods, services, or materials -equestedpai,joll eeo ds have mot be.
pursuant to the public works contract or the
subcontract. This assignment shall be made
and become effective at the time the awarding
' body tenders final payment to the
CONTRACTOR, without further
acknowledgment by the parties.
public sl all mot be give i ereeess t
r
��,-�ric::TvPr
>'?egclsiionr. -
Ii.- ic, addless; social sectl ity tj , bei, eqtiested t1m iecoids nithin 16 days aftei
' 22A 70000 CONDITIONS OF THE CONTRACT
JenM GENERAL CONDITIONS - PAGE 50
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1receipt of " w ittell le'ItM.t. a M complete et d t! at tire nava a tesD
1
subco 1bucterr.
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ill ecertj "IA
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„
F
EGNTRA&FE)IR shall have 10 days ii od iel to satisfacto Y pavialls IV. vvhieh tile ete itim,
tist co ilily nith t! is sectio 1. Should 17.12 Cultural Resources:
The CONTRACTOR's attention is directed to
tile state 0 Volitical subdivision 0., 001.0se the provisions of the Clean Water Grant
be' alf the co it act is nada o avomded, fmfemt Program Bulletin 76A which augments the
25 della s fo. each rale da day, o po tioi National Historic Preservation Act of 1966 (16
U.S.C. 470 as specified under Section entitled,
"Temporary Environmental Controls" of the
General Requirements.
17.13 Protection of Workers in Trench
Excavations:
A As required by Section 6705 of the
weekly,to tI e ENGINEER. Payrolls altall co tam r California Labor Code and in addition thereto,
1 whenever work under the Contract involves the
ti 11be of each el Ployee, 1 is 0. lie co leet excavation of any trench or trenches 5 feet or
more in depth, the CONTRACTOR shall submit
1 for acceptance by the OWNER or by a
ade a id actual ovagas paid. TI ey shall also registered civil or structural ENGINEER,
employed by the OWNER,to whom authority to
accept has been delegated, in advance of
excavation, a detailed plan showing the design
first payroll on -.is ian,e appe. s4 TI e of shoring, bracing, sloping, or other provisions
to be made for worker protection from the
1 hazard of caving ground during the excavation,
of such trench or trenches. If such plan varies
' CONDITIONS OF THE CONTRACT
ia�03�G� GENERAL CONDITIONS- PAGE 51
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' from the shoring system standards established plans and specifications made apart of the
by the Construction Safety Orders of the invitation for bids. The agency will compensate
Division of Industrial Safety, the plan shall be the CONTRACTOR for the costs of locating,
prepared by a registered civil or structural repairing damage not due to the failure of the
ENGINEER employed by the CONTRACTOR, CONTRACTOR to exercise reasonable care,and
and all costs therefor shall be included in the removing or relocating such utility facilities not
price named in the Contract for completion of indicated in the plans and specifications with
the Work as set forth in the Contract reasonable accuracy, and for equipment on the
Documents. Nothing in this Section shall be project necessarily idled during such work.
deemed to allow the use of a shoring, sloping,
or other protective system less effective than B The CONTRACTOR shall not be
that required by the Construction Safety assessed liquidated damages for delay in
' Orders. Nothing in this Section shall be completion of the project, when such delay
construed to impose tort liability on the was caused by the failure of the public agency
OWNER, ENGINEER, or any of their officers, or the OWNER of the utility to provide for
agents, representatives, or employees. removal or relocation of such utility facilities.
C Nothing herein shall be deemed to
require the public agency to indicate the
A As aquiiad by Section 1779.8 of I' e presence of existing service laterals or
appurtenances whenever the presence of such
utilities on the site of the construction project
can be inferred from the presence of other
visible facilities, such as buildings, meter and
the applicable collective baigaiiii u au et4"enft junction boxes, on or adjacent to the site of the
filed amoida, cc with this Aiticle. construction;provided,however, nothing herein
shall relieve the public agency from identifying
main or trunk lines in the plans and
sUbsiste Cc pay lie its, tile ep ese itative of specifications.
leeded to exectite ti e co it acts $ha!! file %V it! D If the CONTRACTOR while performing
the contract discovers utility facilities not
identified by the public agency in the contract
SuMeMe'tts fol the pa,ticUd.! , aft, plans or specifications, he or she shall
immediately notify the public agency and utility
Sul Co. le its shall be foled voithim !E) days aftel n writing.
E The public utility, where they are the
QVI eneoe filed BE) days p doi to tire call fo OWNER, shall have the sole discretion to
bids— perform repairs or relocation work or permit the
CONTRACTOR to do such repairs or relocation
17.15 Removal, Relocation, or Protection work at a reasonable price.
of Existing Utilities:
A In accordance with the provisions of 17.16 Contracts for Digging Trenches or
Section 4215 of the California Government Excavations,Notice on Discovery of Hazardous
Code, any contract to which a public agency as Waste or Other Unusual Conditions,
defined in Section 4401 is a party, the public Investigations, Change Orders, Effect on
agency shall assume the responsibility, Contract
between the parties to the contract, for the
timely removal, relocation, or protection of A As required under Section 7104 of the
existing main or trunkline utility facilities Public Contracts Code (Stats. of 1990), in any
located on the site of any construction project public works contract of a local public entity
' that is a subject of the contract, if such utilities which involves digging trenches or other
are not identified by the public agency in the excavations that extend deeper than four feet
22A-0700cc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS - PAGE 52
below the surface shall be subject to the
following conditions: The CONTRACTOR shall
promptly, and before the conditions specified in
Section 7104(a), therein, are disturbed, notify
the public entity in writing, of any of the
conditions described in Section 7104(a)(1)
through 7104(a)(3)..
' END OF GENERAL CONDITIONS
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22nv7oacc CONDITIONS OF THE CONTRACT
Jan 03 GENERAL CONDITIONS- PAGE 53
CONDITIONS OF THE CONTRACT
SUPPLEMENTARY GENERAL CONDITIONS
L GENERAL
These Supplementary General Conditions make additions, deletions, or revisions to the
General Conditions, as indicated herein. All provisions which are not so added, deleted,
or revised remain in full force and effect. Terms used in these Supplementary General
Conditions which are defined in the General Conditions have the same meanings assigned
to them in the General Conditions.
ARTICLE 3 -CONTRACT DOCUMENTS; INTENT, AMENDING, AND REUSE
3.01 Intent:
The following paragraph F shall be added to Article 3.01 of the General Conditions:
D The location of the Work, its general nature and extent, and the form and general
dimensions of the Project and appurtenant works are shown on the Drawings, hereby
made a part of these Contract Documents, as listed on the Drawings, entitled "TERMINAL
RESERVOIR NO. 3," dated prior to the date of opening bids. Drawing changes made
' subsequent to the date of opening bids shall only be issued under a Change Order, as
provided in the Construction Contract. Artie a 10of the ,._____ e__d:.•___
' 6.01 Pm fPayment, amid othe" Bonds
The following paragraph E) shall be added to Asliele 5.8q of the Genera' Gonditions,
E) The Performamee Bond shall be extended to cover the one-year eerreetioii and
repair peried for eorreetiom or removal and rep'seeirent of defeetive wedt as provided
tinder Aftede 13.07 of the General Goiideteviis. Gaed Peftro-nonee Bomd she" be
rnsisita*mied at mot less tham 15 pereemt of the E)entrset Price durIng said one year
' extension.
' ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES
6.06 Concerning Subcontractors, Suppliers, and Others:
Add the following paragraph H to Article 6.06 of the General Conditions:
CSI FORMAT CONDITIONS OF THE CONTRACT
x23A-OSOOSGC SUPPLEMENTARY GENERAL CONDITIONS
Nov 2001
PAGE 1
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' H In addition to other provisions of Article 6.06 of the General Conditions, the
Contractor shall perform not less than Percent of the Work included in the original
Contract Price with its own forces (i.e., without subcontracting), except that any
designated "Specialty Items" may be performed by subcontract and the amount of any
such "Specialty Items" so performed may be deducted from the original total Contract
Price before computing the amount of work required to be performed by the Contractor
with its own forces. When items of work in the Bid Schedule are preceded by the letter
"S," such items are designated as "specialty Items." Where an entire item is
' subcontracted, the value of the work subcontracted will be based upon the contract
item bid price. When a portion of an item is subcontracted, the value of the work
subcontracted will be the estimated percentage of the contract item bid price ,
' determined from the information submitted by the Contractor, subject to approval of the
Engineer . Theol percent requirement shall be understood to refer to the Work, the
value of which totals not less than the full Contract Price contract price.
6.08 Permits:
' Add the following paragraphs B, C, and D to Article 6.08 of the General Conditions:
B Business License and Permits: All permits issued by the Owner shall be
obtained by the Contractor, but will be paid by the Owner; provided, that prior to
beginning the Work hereunder, the Contractor shall obtain and pay for a City of San
Juan Capistrano business license. Except as otherwise provided herein, all permits
issued by other agencies and authorities having jurisdiction shall be obtained and paid
for by the Contractor.
' C Building Permits: The Contractor shall obtain all licenses and shall assist in
obtaining permits required to perform the Work of this project. The general Building
Permit and Plan Check Fee will be paid for by the Owner. Other permit fees, including
' encroachment fees and electrical, mechanical, and plumbing permit fees will be paid
directly by the Owner. No separate payment therefor will be allowed under the Contract
for any of the permits or fees under this Article.
' D Utility Fees: Utility connection fees, lateral fees, utility structure changes and
tariffs, inspection fees, and similar utility-related fees will be paid for directly by the City.
Annexation fees, flood control fees, pollution district fees, and similar fees will also be
paid by the Owner. No separate payment therefor will be allowed under the Contract
for any of the fees under this Article.
' ARTICLE 11 - PAYMENTS TO CONTRACTOR AND COMPLETION; CHANGE OF
CONTRACT PRICE
' 11.04 Cost of Work (Based on Time, Materials, and Equipment and Contractor's
Overhead and Profit).
' CSI FORMAT A CONDITIONS OF THE CONTRACT
x23A-08OOSGC SUPPLEMENTARY GENERAL CONDITIONS
Nov2001 PAGE 2
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Add the following wording to the end of Article 11.04, paragraph D of the General
Conditions:
' Whenever under the terms of this Contract the Contractor is entitled to additional
payment for the use of rental equipment, the Contractor will be paid for the use of the
Equipment at the rental rate listed for such equipment specified in the current edition
of the following reference publication:
"Labor Surcharge and Equipment Rental Rates"as published by the State of California,
Department of Transportation, Sacramento, CA.
ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR
ACCEPTANCE OF DEFECTIVE WORK
13.03 Tests and Inspections:
Add the following paragraph G to Article 13.03 of the General Conditions:
G All Special Inspections required under the provisions of the Building Code will
be provided and paid for by the Owner.
ARTIGLE 14 PAYMENTS TO TI IE GeN9FRAeTOR ANE) GOMPLETIE)
14.02 Piogress Payments:
Subparagraph 14.02A.3 of the Genera' Genditions shall be changed to read as fellows!
otherwise due to the Gentraeter, as fo"ews:
a. The Owmer we" retain 1 E) pereent of eseh approved progress pnynient
timfil the Work is 50 percent eamplete: them, the E)Wner may at its eptiern
stispend further retainage tint" the Sial progress payrnemt.
b. The Owner reserves the right to reinstate tip to 1 E) peree it retainage a
the total of the Work dome if the Owner determ-nmiies, at its discretion, that
the Gentreeter is not performing the Work satisfacteri y, or there 'a other
NO
CSI FORMAT CONDITIONS OF THE CONTRACT
•23A-OSOOSGC SUPPLEMENTARY GENERAL CONDITIONS
Nm 2001 PAGE 3
' - END OF SUPPLEMENTARY GENERAL CONDITIONS -
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x23A-O800SGC SUPPLEMENTARY GENERAL CONDITIONS
Nov 2001
PAGE 4
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iCITY OF SAN JUAN CAPISTRANO
iPART III - TECHNICAL SPECIFICATIONS
iRANCHO VIEJO SLOPE REPAIR
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' DIVISION I
GENERAL REQUIREMENTS
11 Demolition and Recycling Ordinance — Contractor shall comply with the
requirements of the City's Demolition and Recycling Ordinance as shown
in Appendix A.
2. Best Management Practices — Contractor shall implement all applicable
Best Management Practices (BMP) during the course of construction so
as to comply with NPDES requirements. Applicable BMP's include but are
not limited to those shown in Appendix B.
3. Hydroseeding — Contractor shall hydroseed all disturbed and/or graded
areas per BMP EC-4 shown in Appendix B. Preferred hydroseed mix is
attached at the end of Division I.
' 4. Field Survey — Contractor shall employ, at his/her own expense, a
competent Surveyor licensed in the State of California, who shall set
intermediate survey points, stake out the various structures and other
' components of the work and establish levels. From time to time, the
above mentioned Surveyor shall verify by instrument all reference marks
and the Contractor shall be responsible for the accuracy of all lines and
' levels and of the work as built in accordance herewith.
Owner or its representative may check the lines, elevations, reference
marks, batter boards, etc. set by the Contractor and the Contractor shall
correct any errors disclosed by such check. Such a check shall not be
considered as approval of the Contractor's work and shall not relieve the
Contractor of the responsibility for accurate construction of the entire work.
1
NDN-IRRIGATED SEED MIXTURE
PURE LIVE SEED
' SPECIES LBS/ACRE
ARTEMISIA CALIFORNICA 0.2
BACCHARIS PILULARIS 0.1
CLARKIA PURPUREA 1.0
CAMISSONIA CHEIRANTHIFOLIA 2.0
ENCELIA CALIFORNICA 1.0
ERIOGONUM PARVIFOLIUM 1.5
ERIOP14YLLUM CONFERTIFLORUM 1.0
ESCHSCHOLZIA CALIFORNICA PENISULARIS 2.0
HORDEUM INTERCEDENS 2.0
' ISOCOMA MENZ1ES11 1.0
LASTHENIA CALIFORNICA 0.3
LAM PLATYGLOSSA 0.3
LOTUS SCOPARIUS SCOPARIUS 5.0
LUPINUS SUCCULENTUS 3.5
MIMULUS AURANTIACUS 0.2
NASSELLA PULCHRA 5.0
PHACELIA PARRYI 1.0
SALVIA MELLIFERA 2.5
VULPIA MICROSTACHYS 6.0
J5.6
' DISCLAIMER BY CITY OF SAN JUAN CAPISTRANO:
This mix is not recommended by the City of San Juan Capistrano.
This mix was submitted by a project in San Juan Capistrano and was
recommended by the project's landscape architect.
If you intend to use this mix, please confirm with your landscape
architect that it is appropriate for your project.
' If you use this mix and it is later found not to be appropriate for
your project, all costs to remove .this mixture and replace with
another erosion control -method will be at the developer's costs.
10/6/03
' DIVISION 2
PORTLAND CEMENT CONCRETE PAVING
PART 1 -GENERAL
1.1 SUMMARY
A. Extent of portland cement concrete paving is shown on drawings..
' B. Prepared subbase is specified on plans.
' 1.2 QUALITY ASSURANCE
A. Codes and Standards: Comply with local governing regulations if more stringent than
herein specified.
PART 2-PRODUCTS
' 2.1 MATERIALS
A. Forms: Steel, wood, or other suitable material of size and strength to resist
movement during concrete placement and to retain horizontal and vertical alignment
until removal. Use straight forms, free of distortion and defects.
B. Coat forms with a non-staining form release agent that will not discolor or deface
surface of concrete.
C. Welded Wire Mesh: Welded plain cold-drawn steel wire fabric, ASTM A 185.
1. Furnish in flat sheets, not rolls, unless otherwise acceptable to Architect.
D. Reinforcing Bars: Deformed steel bars, ASTM A 615, Grade 40 (#3 and #4), Grade
60 (#5 and larger).
E. Joint Dowel Bars: Plain steel bars,ASTM A 615, Grade 40(#3 and#4), Grade 60 (#5
and larger). Cut bars true to length with ends square and free of burrs.
' F. Concrete Materials: Comply with requirements of applicable Division 3 sections for
concrete materials, admixtures, bonding materials, curing materials, and others as
required.
2.2 CONCRETE MIX, DESIGN,AND TESTING
' A. Design mix to produce normal-weight concrete consisting of portland cement,
aggregate, water-reducing or high-range water-reducing admixture (superplasticizer),
air-entraining admixture, and water to produce the following properties:
1. Compressive Strength: 2500 psi, minimum at twenty-eight (28) days, unless
otherwise indicated.
' 2. Slump Limit: Eight (8) inches minimum for concrete containing high-range
water-reducing admixture (superplasticizer); three (3) inches for slabs; four(4)
inches for footings.
' PART 3-EXECUTION
3.1 SURFACE PREPARATION
A. Remove loose material from compacted subbase surface immediately before placing
concrete.
B. Proof-roll prepared subbase surface to check for unstable areas and need for
additional compaction. Do not begin paving work until such conditions have been
corrected and are ready to receive paving.
3.2 FORM CONSTRUCTION
A. Set forms to required grades and lines, braced and secured. Install forms to allow
continuous progress of work and so that forms can remain in place at least 24 hours
after concrete placement.
B. Check completed formwork for grade and alignment to following tolerances:
1. Top of forms not more than 1/8 inch in ten (10) feet.
2. Vertical face on longitudinal axis, not more than 1/4 inch in ten (10)feet.
C. Clean forms after each use and coat with form release agent as required to ensure
' separation from concrete without damage.
3.3 REINFORCEMENT
A. Locate, place, and support reinforcement as specified in Division 3 sections, unless
otherwise indicated.
3.4 CONCRETE PLACEMENT
A. Do not place concrete until subbase and forms have been checked for line and grade.
Line and grade shots shall be submitted to civil engineer for approval prior to pouring
concrete. Moisten subbase if required to provide a uniform dampened condition at
time concrete is placed. Do not place concrete around manholes or other structures
until they are at required finish elevation and alignment.
B. Place concrete by methods that prevent segregation of mix. Consolidate concrete
along face of forms and adjacent to transverse joints with internal vibrator. Keep
vibrator away from joint assemblies, reinforcement, or side forms. Use only square-
'
faced shovels for hand-spreading and consolidation. Consolidate with care to
prevent dislocation of reinforcing, dowels, and joint devices.
C. Use bonding agent at locations where fresh concrete is placed against hardened or
partially hardened concrete surfaces.
D. Deposit and spread concrete in a continuous operation between transverse joints as
far as possible. If interrupted for more than one-half(1/2) hour, place a construction
joint.
' E. When adjacent pavement lanes are placed in separate pours, do not operate
equipment on concrete until pavement has attained sufficient strength to carry loads
without injury.
3.5 JOINTS
A. General: Construct expansion, weakened-plane (contraction), and construction joints
true to line with face perpendicular to surface of concrete. Construct transverse joints
at right angles to the centerline, unless otherwise indicated.
B. When joining existing structures, place transverse joints to align with previously
placed joints, unless otherwise indicated.
C. Weakened-Plane (Contraction) Joints: Provide weakened-plane (contraction) joints,
sectioning concrete into areas as shown on drawings. Construct weakened-plane
joints for a depth equal to at least one-quarter(1/4) concrete thickness, as follows:
1. Tooled Joints: Form weakened-plane joints in fresh concrete by grooving top
portion with a recommended cutting tool and finishing edges with a jointer.
D. Construction Joints: Place construction joints at end of placements and at locations
where placement operations are stopped for more than one-half (1/2) hour, except
where such placements terminate at expansion joints.
3.6 CONCRETE FINISHING
A. After striking-off and consolidating concrete, smooth surface by screeding and
floating. Use hand methods only where mechanical floating is not possible. Adjust
floating to compact surface and produce uniform texture.
B. After floating, test surface for trueness with a ten (10) foot straightedge. Distribute
concrete as required to remove surface irregularities, and re-float repaired areas to
provide a continuous smooth finish.
C. Work edges of slabs, and formed joints with an edging tool, and round to one half
(1/2) inch radius, unless otherwise indicated. Eliminate tool marks on concrete
surface.
D. After completion of floating and when excess moisture or surface sheen has
disappeared, complete troweling and finish surface to match existing.
' E. Do not remove forms for twenty-four(24) hours after concrete has been placed. After
form removal, clean ends of joints and point-up any minor honeycombed areas.
Remove and replace areas or sections with major defects, as directed by Architect.
3.7 CURING
A. Protect and cure finished concrete paving in compliance with applicable requirements
of Division 3 sections. Use membrane-forming curing and sealing compound or
approved moist-curing methods.
3.8 REPAIRS AND PROTECTIONS
A. Repair or replace broken or defective concrete, as directed by Architect.
8. Drill test cores where directed by Architect when necessary to determine magnitude
of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas
with portland cement concrete bonded to pavement with epoxy adhesive.
' C. Protect concrete from damage until acceptance of work. Exclude traffic from
pavement for at least fourteen (14) days after placement
D. Sweep concrete pavement and wash free of stains, discoloration, dirt, and other
foreign material just before final inspection.
END OF SECTION
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CITY OF SAN JUAN CAPISTRANO
APPENDIX — A
Construction and Demolition Ordinance
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ORDINANCE NO. 887
' AN ORDINANCE OF THE CITY OF SAN JUAN CAPISTRANO,
CALIFORNIA, AMENDING CERTAIN PORTIONS OF CHAPTER 3 OF
TITLE 6 OF THE SAN JUAN CAPISTRANO MUNICIPAL CODE
REGARDING CONSTRUCTION AND DEMOLITION DEBRIS
RECYCLING (TITLE 6, CHAPTER 3).
WHEREAS, Chapter 3 of Title 6 of the San Juan Capistrano Municipal Code
regulates the storage, removal, transportation and disposal of solid waste; and,
WHEREAS, the Code does not currently provide for the recycling or reuse of
construction and demolition debris; and,
WHEREAS, the volume of recyclable construction and demolition debris going to
the landfills constitutes a threat to the public health, safety and welfare in that the
available landfill capacity and sites are quickly diminishing; and,
WHEREAS, the State of California, through the Calif omia Waste Management
Act, AB 939 (California Public Resources Code Section 40000 at seq.), has mandated
that cities in California make substantial reductions in the volume of waste material
going to the landfills of this State; and,
WHEREAS, the adoption of a construction and demolition debris ordinance is
necessary to protect the public health, safety and welfare, and to achieve the goals of
AB 939.
THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO DOES HEREBY
ORDAIN AS FOLLOWS:
SECTION 1. FINDINGS. The City Council of the City of San Juan Capistrano
finds and determines as follows:
(a) The State of California, through its California Waste Management Act of
1989, Assembly Bill 939 (AB 939), Public Resources Code % 40000 et seq., requires
' that each local jurisdiction in the state divert 50% of discarded materials from landfills
commencing on January 1, 2000, and to maintain that level of diversion in subsequent
years.
(b) Senate Bill 1374 (Cpt. 501 Stats. 2002) requires the City to track
construction and demolition waste generated in the City.
(c) Every year construction and demolition wastes account for a significant
amount of the City's total landfill disposal waste.
Ordinance 887 1 11-18-2003
(d) Construction and demolition debris has significant potential for waste
reduction and recycling, and recycling Construction and demolition debris is essential to
advance the City's efforts to reduce waste and comply with AB 939.
(e) Except in unusual circumstances, it is feasible to divert a minimum of 50%
of all Construction and demolition debris from construction, demolition and renovation
projects.
(f) The City accepted a condition to adopt a Construction and demolition
debris Recycling Ordinance that was imposed by the California Integrated Waste
Management Board when the City accepted the Board's approval of the City s SB 1066
time extension request.
SECTION 2. Section 6-3.03 of the San Juan Capistrano Municipal Code
(Definitions)is hereby amended by adding the following definitions:
"Contractor" means any person or entity holding, or required, to hold, a
contractor's license of any type under the laws of the State of California,ior who
performs (whether as contractor, subcontractor or owner-builder) any construction,
demolition, remodeling, or landscaping service relating to buildings or accessory
structures in the City of San Juan Capistrano.
"Construction, remodeling or demolition project" means the erection or
demolition of or the making of changes to any building, structure or landscaping which
generates construction and demolition debris. "Construction and Demolition Debris"
shall mean used or discarded materials removed from premises during construction,
renovation, remodeling, repair, or demolition operations on any pavement, house,
commercial or industrial building, or other structure and shall include, but not be limited
to concrete, asphalt paving, asphalt roofing, lumber, gypsum board, rock, soil and
metal.
' "Designated Recyclable and Reusable Materials" means all construction or
demolition debris falling within any of the following categories:
1. Masonry building materials including all products generally used in
construction including, but not limited to asphalt, concrete, rock,
stone and brick.
2. Wood materials including any and all dimensional lumber, fencing
or construction wood that is not chemically treated, creosoted, CCA
pressure treated, contaminated or painted.
3. Vegetable materials including trees, tree parts, shrubs, stumps,
Ordinance 887 2 11-18-2003
logs, brush or any other type of plants that are cleared from a site
for construction or other use.
4. Metals including all metal scrap such as, but not limited to, pipes,
siding, window frames, door frames and fences.
5. Roofing materials including wood shingles as well as asphalt, stone
and slate based roofing material.
6. Salvageable materials includes alt salvageable materials and
structures including, but not limited to wallboard, doors, windows,
fixtures, toilets, sinks, bath tubs and appliances.
7. Any other construction or demolition debris that is non-hazardous
and available for recycling or reuse.
"Diversion" means a reduction in the amount of waste being deposited in landfills
by any of the following methods:
1. Use of new construction methods, approved by the Solid Waste
Coordinator, that reduce the amount of construction and demolition
waste generated.
^` 2. On-site reuse of the construction and demolition debris.
1 3. Delivery of the construction and demolition waste from a site to a
recycling facility as described in this Article.
4. Other methods approved by the Solid Waste Coordinator.
"Recycling" shall mean the process of collecting, sorting, cleansing, treating, and
reconstituting materials that would otherwise become solid waste, and returning them to
the economic mainstream in the form of raw material for new, reused, or reconstituted
products which meet the quality standards necessary to be used in the marketplace.
"Reuse" shall mean further or repeated use of Construction and Demolition
Debris.
SECTION 3. The following subsections are hereby added to Section 6-3.08 of
the San Juan Capistrano Municipal Code, to read as follows:
Sec. 6-3.08.01 Minimum Construction and Demolition Debris Diversion
Requirements
Every demolition, remodeling and construction project subject to this chapter
shall recycle, reuse or divert from the landfills or disposal sites the following minimum
Ordinance 887 3 11-18-2003
1
'! amounts of designated recyclable and reusable materials in the following percentages
based upon the waste tonnage of construction or demolition debris involved in the
construction, remodeling or demolition project:
(i) Demolition—Fifty percent (50%)of waste tonnage of construction
1 and demolition debris including concrete and asphalt, and fifteen percent (15%Y*df-
waste tonnage of construction or demolition debris excluding concrete and asphalt.
(ii) Re-roofing of Homes with Shingles, Shakes or Tiles as a Separate
Project—fifty percent (50%)of waste tonnage of construction or demolition debris.
1 (iii) Construction and Remodeling—Fifty percent (50%)of waste
tonnage of construction or demolition debris.
Separate calculations and reports will be required for the demolition and for the
constructiop portion of projects involving both demolition and construction.
' Sec. 6-3.08.02 Condition Precedent to Issuance of Building or Demolition Permit
Prior to the issuance of, any building or demolition permit, every applicant shall
submit to the Solid Waste Coordinator of the City a property completed 'Recycling and
Waste Reduction Form," on a form as prescribed by the Solid Waste Coordinator. The
form shall contain an accurate estimate of the tonnage or other specified units of
construction and demolition debris to be generated from the construction, demolition or
remodeling project. An applicant shall not be issued a building or demolition permit until
the Solid Waste Coordinator accepts the Recycling and Waste Reduction Form as
complete and accurate.
Sec. 6-3.08.03: Exemptions
(a) The following projects are exempt from the requirements of Section 6-3-08.02.
1. Work for which only a plumbing, .electrical, or mechanical
permit is required.
2. Seismic tie-down projects.
3. Installation of prefabricated patio enclosures and covers
when no foundation or other structural building modifications
are required.
4. Installation of prefabricated accessories such as signs or
antennas where no structural building modifications are
required.
5. Projects less than 250 square feet in size.
Ordinance 887 4 11-18-2003
i
1
r
6. Projects,which have a valuation of less than $10,000.00.
7. Projects, which involve a roof, but the tear-off of the existing
roof, is not required.
8. The construction of new fencing.
9. Single family dwelling (SFD), on a single lot, and not part of
a subdivision project, which obtains a construction and
demolition Drop Off Box ("DOB") Service for the project from
a solid waste hauler that holds a franchise for solid waste
disposal issued by the City, and using that Service for the
disposal of all construction and demolition waste from the
project that is not reused or recycled at the site of the
project. Additionally, this exception shall not apply to SFD
with a valuation of $500,000.00 or more, or which exceeds
5,500 s.f, or more, whichever is less.
10. Construction or demolition work that the Solid Waste
Coordinator determines will not produce construction or
demolition waste.
(b) If an applicant for a project wants to obtain an exemption for that project,
then the applicant shall file with the City an application for exemption. The
applicant shall comply with the following:
1. The application shall be filed with the Solid Waste
Coordinator
2. The application will state the facts and reasons supporting
the exemption.
(c) The Solid Waste Coordinator shall review each application for exemptions
and determine whether an exemption is allowed by this Section and
communicate that decision to the applicant.
Sec. 6-3.08.04 Deposit of Security Required
' As a part of any application for, and prior to the issuance of, any building or
demolition permit, every applicant for a building or a demolition permit that involves the
production of solid waste destined to be delivered to a landfill shall post a security
' deposit in the form of a Performance Bond, Money Order, Letter of Credit, Certificate of
Deposit or cash in the amount determined in accordance with the then current
resolution of the City Council determining the same.
Ordinance 887 5 11-18-2003
` Sec. 6-3.08.05 Refund of Security Deposit.
' The security deposit shall be returned or released, without interest, upon proof to the
satisfaction of the Solid Waste Coordinator, that no less than the required percentages
or proven proportion of those percentages of the tons of construction or demolition
debris generated by the construction, remodeling or demolition project have IJOW
diverted from landfills and have been recycled or reused.
a. An applicant may obtain a refund of a security deposit for a project by
complying with the following:
1. The applicant shall file an application for a refund with the
Solid Waste Coordinator.
' 2. The application shall include information demonstrating that
either the applicant has complied with the required waste
reduction and recycling plan, or the applicant has obtained
and utilized DOB Service for the project.
b. The Solid Waste Coordinator shall refund or release the security
deposit for a project when any of the following apply.
1. The security deposit was erroneously paid or collected.
' 2. The application for the permit is withdrawn or canceled
before any construction work has commenced.
3. The minimum required diversion percentage of construction
and demolition debris generated by the project was diverted
from landfill disposal.
' 4. The minimum diversion requirement has not been achieved,
but the Solid Waste Coordinator determines that the
applicant has made a good faith effort to comply with the
diversion requirements of this chapter and it is not
practicable or feasible for the applicant to meet the diversion
requirement.
5. The applicant has complied with and performed all the
requirements of the waste reduction and recycling plan for
the project.
6. The applicant has obtained DOB Service for the project and
used the Service at the project site continuously until
completion of the project.
Ordinance 887 6 11-18-2003
i
Sec. 6-3-08.06 Forfeiture of Security Deposit.
If the Solid Waste Coordinator determines that the applicant has not made
a good faith effort to comply with this chapter, or if the applicant fails to submit the
documentation required by Section 6-3.08.04, then the security deposit shall be forfeitqd
to the City.
Sec. 6-3-08.07 Use of Forfeited Security Deposits.
Security deposits received by the City shall only be used for the following:
a. Administrative costs of the construction and demolition debris
recycling program which are not covered by the application fee established pursuant to
this chapter.
b. Programs to divert construction and demolition waste from landfill
disposal and other recycling programs.
I
G. Programs intended to develop or improvethe infrastructure needed
to divert construction and demolition waste from landfill disposal and other recycling
programs.
d. Programs for recycling education efforts.
e. Payment of any fines levied by the California Integrated Waste
Management Board for non-compliance with Integrated Waste
Management Act.
Sec. 6-3.08.08 Administrative Fee
As a part of any application for, and prior to the issuance of, any building or
demolition permit that involves the creation of construction and demolition debris, every
applicant shall pay to the City an application fee sufficient to cover all City expenses
incurred in administering the program. The amount of the fee shall be determined by
resolution of the City Council.
' Sec. 6-3.08.09 On-Site Practices
During the term of any construction, remodeling or demolition project, the
contractor shall recycle or divert the required percentages of construction or demolition
debris, and keep records thereof in tonnage or in other measurements approved by the
Building Department that can be converted to tonnage. The Solid Waste Coordinator or
his representative will evaluate and monitor each project to gauge the percentage of
construction or demolition debris recycled, salvaged and disposed from the project. The
required diversion of a minimum of the required percentages of the construction or
Ordinance 887 7 11-18-2003
1 �
demolition debris will be measured separately with respect to the demolition segment
and the construction segment of a project where both demolition and construction are
involved. To the maximum extent feasible, on-site separation of scrap wood and clean
green waste in a designated debris box or boxes shall be arranged, in order to permit
chipping and mulching for soil enhancement or land cover purposes. In order to protect
chipping and grinding machinery, metal and other materials which cannot be chipper'
ground shall not be placed in such boxes. On-site separation shall be undertaken for
wallboard to the extent feasible on new construction.
Sec. 6-3.06.10 Reporting
Within sixty (60) days following the completion of a demolition or construction
project, the contractor shall, as a condition precedent to final inspection and to issuance
of any certificate of occupancy, submit documentation to the Solid Waste Coordinator,
which proves compliance with the requirements of Section 6.3.08.01. The
documentation shall consist of a final completed "Recycling and Waste Reduction Form"
showing actual data of tonnage of materials recycled and diverted, supported by
originals or certified photocopies of receipts and weight tags or other records of
measurement from recycling companies, contractors and/or landfill and disposal
companies. Receipts and weight tags will be used to verify whether materials generated
from the site have been or are to be recycled, reused, salvaged or to otherwise
disposed of. If a project involves both demolition and construction, the report and
documentation for the demolition project must be submitted and approved by the Solid
` Waste Coordinator before issuance of a building permit for the construction project. In
the alternative, the permitee may submit a letter stating that no waste or recyclable
materials were generated from the project. In which case, this statement shall be
subject to verification by the Solid Waste Coordinator. Any deposit posted pursuant to
' Section 6.3.08.03 shall be forfeited if the permittee does not meet the timely reporting
requirements of this section.
' SECTION 4. Section 6-3.15 of the San Juan Capistrano Municipal Code is
hereby amended to read as follows:
Sec. 6-3.15 Violations.
(a) Any and each violation of this chapter shall constitute a separate and
distinct offense punishable in accordance with Chapter 2 of Title 1 of this
Code.
(b) In addition to the penalties herein, if violations of the provisions of this
chapter exist as to a project, the Building official may use various
administrative measures to insure compliance. Measures available
include but are not limited to:
Ordinance 887 8 11-18-2003
1) Issuance of a building permit or a certificate of
occupancy for that project may be withheld until all such
Violations have been corrected,
2) Issuance of a stop work notice, until all such violations
have been corrected,
3) Stopping all inspections on subject project, until all s{fcti
violations have been corrected,
4) Other measures recommended by the City attorney.
' SECTION 5. If any section, subsection, subdivision, paragraph, sentence, clause
or phrase added by this ordinance, or any part thereof, is for any reason held to be
unconstitutional or invalid or ineffective by any court of competent jurisdiction, such
decision shall not affect the validity or effectiveness of the remaining portions of this
ordinance or any part thereof. The City Council hereby declares that it would have
passed each section, subsection, subdivision, paragraph, sentence, clause or phrase
thereof irrespective of the fact that any or more subsections, subdivision, paragraphs,
sentences, clauses or phrases are declared unconstitutional, invalid or ineffective.
i ' SECTION 6. Effective Date.
This Ordinance shall take effect and be in force thirty (30) days after its passage.
SECTION 7. City Clerk's Certification.
The City Clerk shall certify to the adoption of this Ordinance and cause the same to be
posted at the duly designated posting places within the City and published once within
fifteen (15) days after passage and adoption as.required by law; or, in the alternative,
the City Clerk may cause to be published a summary of this Ordinance and a certified
copy of the text of this Ordinance shall be posted in the Office of the City Clerk five (5)
days prior to the date of adoption of this Ordinance; and within fifteen (15) days after
L adoption, the City Clerk shall cause to be published the aforementioned summary and
shall post a certified copy of this ordinance, together with the vote for and against the
same, in the Office of the City Clerk.
PASSED, APPROVED AND ADOPTED,this 18"' day of November 2003.
067
/JORN S. G MAYOR
' ATTEST:
4kreat R. Monahan, City Clerk
Ordinance 887 9 11-18-2003
1
' twv
w Construction & Demolition Waste Recycling Program
9 Information Sheet
•�L)I.pgC1�e' The City of San Juan Capistrano has established a Construction and
' Demolition (C&D) Waste Recycling Program per ordinance No. 887 and
Resolutions No. 03-11-04-04 and 03-11-04-05 to help in diverting C&D waste
from landfills and also to comply with mandates of the California Integrated
I ' Wasted Management Board (CIWMB). The City's diversion requirement is
50%, which means that certain projects are required to divert 50% of the total
C&D waste tonnage at a project site from landfills.
' See. 6-3.08.01 Minimum Construction and Demolition Debris Diversion
Requirements
Every demolition, remodeling and construction project subject to this article shall recycle, reuse or
divert from the landfills or disposal sites the following minimum amounts of designated recyclable and
reusable materials in the following percentages based upon the waste tonnage of construction or
' demolition debris involved in the construction,remodeling or demolition project:
(i) Demolition—Fifty percent (50%) of waste tonnage of construction and demolition debris
including concrete and asphalt, and fifteen percent (15%) of waste tonnage of construction or
' demolition debris excluding concrete and asphalt.
(ii) Re-roofing of Homes with Shingles, Shakes or Tiles as a Separate Project—Fifty percent(50%)
of waste tonnage of construction or demolition debris.
(iii) Construction and Remodeling—Fifty percent (50%) of waste tonnage of construction or
demolition debris.
Separate calculations and reports will be required for the demolition and for the construction portion of
projects involving both demolition and construction.
1 � • : f e
Sec. 6-3.08.03: Exemptions
The following projects are exempt from the requirements of Section 6-3.08.01.
1. Work for which only a plumbing, electrical, or mechanical permit is required.
' 2. Seismic tie-down projects.
3. Installation of prefabricated patio enclosures and covers when no foundation or other structural
building modifications are required.
4. Installation of prefabricated accessories such as signs or antennas where no structural building
modifications are required.
5. Projects less than 250 square feet in size.
' 6. Projects which have a valuation of less than$10,000.00.
7. Projects which involve a roof, but the tear-off of the existing roof is not required.
8. The construction of new fencing.
' . 9. Single family dwelling (SFD), on a single lot, and not part of a subdivision project, which
obtains a construction and demolition Drop Off Box ("DOB") Service for the project from a
solid waste hauler that holds a franchise for solid waste disposal issued by the City, and using
' that Service for the disposal of all construction and demolition waste from the project that is not
reused or recycled at the site of the project. Additionally, this exception shall not apply to SFD
with a valuation of$500,000.00 or more, or which exceeds 5,500 s.f. , whichever is less.
10. Construction or demolition work that the Solid Waste Coordinator determines will not produce
construction or demolition waste.
The deposit is in the amount of 1%of the valuation of the project.
Follow the steps below if your project is required to divert C&D debris:
Step 1 — Complete and submit a Waste reduction and recycling Plan (WRRCP), Security Deposit,
and an Administration Fee ($65) with your building or demolition permit application. The WRRCP
indicates the estimated quantities of C&D debris generated at your project site, the estimated
quantities of materials reused, recycled, and/or disposed of, and the reuse, recycling, and disposal
' facilities and service providers you plan to use.
Step 2 — During construction/demolition, gather data for your Recycling Summary Report. You
' are required to keep all weight tags, gate receipts, and/or invoices necessary to document actual
quantities of materials generated, reused, recycled, and/or disposed of throughout your project, as
well as facilities or service providers used.
' Step 3 — Complete and submit a Construction and Demolition Waste Recycling and Disposal
Report Summary (Report Summary). Unlike the WRRCP, which is an estimate, the Report
Summary documents your actual C&D Waste tonnages. You will need to attach all documentation
gathered in Step 2 to the Report Summary. The Report Summary must be completed within sixty
(60) days after completion of your project.
Step 4—Fill and submit a security deposit refund form along with your report summary. The City
will refund your Security Deposit if you have diverted at least the City of San Juan Capistrano's
Diversion Requirement of 50%, or illustrated a "good faith effort"to divert C&D Waste.
1
■ The City of San Juan Capistrano franchised waste hauler, CR&R, will provide
assistance to applicants in developing and implementing a WRRCP. CR&R's
phone number is (949) 728-0446.
• Should you have any questions regarding this form, or the C&D Waste Reduction
and Recycling Program, please call the City of San Juan Capistrano at (949) 234-
4413.
Important related documents:
' Ordinance No. 887: Construction and demolition debris recycling
Resolution No.03-11-04-04: Security Deposit for C&D debris and recycling
Resolution No. 03-11-04-05: Administration Fee for C&D debris and recycling
1
CONSTRUCTION AND DEMOLITION
o ILS
WASTE REDUCTION AND
,C'1C/FpRN�P RECYCLING PLAN
Please complete the following form for construction and demolition materials produced as a result of work
performed in the City of San Juan Capistrano. The City's franchised waste hauler, CR&R, will provide
assistance to applicants in developing and implementing a Waste Reduction and Recycling Plan. CR&R's
phone number is (949)728-0446. Should you have any questions regarding this form, or the C&D Waste
Recycling Program,please call the City of San Juan Capistrano at(949)234-4413.
1. Project & Applicant Info.
' Owner's Name: Date:
Project Address:
Owner Telephone:
Contractor Name:
Contractor Contact name:
' Contractor Telephone:
Approximate Square Footage of Project:
Demolition Dates: Start End
Construction Dates: Start End
2. Description of Diversion Plan
Briefly state how waste materials will be handled at your job site to ensure salvage/reuse or recycling.
' Also explain how you will inform your workers/sub-contractors of your Waste Reduction and Recycling
Plan requirements and ensure their participation.
3. Exemption
Please fill out the section below if you believe that your project is entitled to an exemption and not required to
' divert or recycle C&D debris.
"CITY USE ONLY"
' Project Description:
Approximate Dollar Value of Construction/Demolition: $
In►� 1 Project#/Permit#
1 �
4. Material Handling Estimate
Please complete the worksheet on page 3 that will help identify the types of materials, estimated quantities,
and how the waste material will be reduced, recycled or disposed at your project site. Estimates should be
calculated in tons and use the attached Materials Conversion Worksheet for conversion factors. Fill in the
estimated diversion percentage calculated in Section F on page 3 on line 4a below.
4a. Diversion Percentage Estimate form Section F..(pg. 3): %
4b. Is the percentage listed in 4a above greater than or equal to 50%? ❑YES []NO
' 4c.If NO,explain why:
' 5. Verification
"To the best of my knowledge,the tonnage and diversion percentage estimates reported on this form are
my best estimate of the disposition of the construction and demolition materials generated at this project
site.
Print Name: Signature:
' Date:
**FOR CITY USE ONLY**
Plan Approval Status: Exemption Status:
' ❑ Approved ❑ Exempted Approved
❑ Further explanation needed(see attached) ❑ Exempted Denied
❑ Denied
❑ Administration Fee Collected ($65.00)
❑ Security Deposit Amount: $ Security Deposit CR#:
Comments:
Reviewed By: Signature:
Date:
' 2 Project#/Permit#
f Material Handling Estimate Worksheet
Column A:List Estimated Quantities of waste for each material type(in tons). To convert yards to tons,use the attached Materials
Conversion Worksheet
' Columns B,C,D:List estimated quantities reused,recycled,or disposed based on Column A quantities.
Column E:State the name of all vendors or facilities used to reuse,recycle or dispose of materials listed. See example below for cases
where more than one facility was used for a particular material type.
Column Totals:Add up all material quantifies for each column.
ISI , Section F.Calculate the estimated diversion percentage in the section at the bottom of this worksheet and enter the percentage on page
2,line 4a,of this form.
Attach another Worksheet if more room is needed.
A B C D E
Materials Total Salvage or Recycling 'Disposal Proposed Destination(s)
Quantity Reuse (Landfill)
Discarded
' Asphalt&Concrete
' Brick/Masonry/Tile
Cardboard
Wood
Metals
Landscape Debris
do not include dirt
' Dirt
Garbage/Trash X X
Other
' Other
' Column Totals A B C D
' F. Diversion Percentages Estimate:
' Column Totals B + C = /A = X 1009% _
(Transfer%amount to 4a on page 2)
3 Project#/Permit#
CONSTRUCTION AND DEMOLITION
WASTE RECYCLING AND DISPOSAL
<�FaRNP REPORT SUMMARY
Please complete the following form for construction and demolition materials produced as a result of work
performed in the City of San Juan Capistrano. The City's franchised waste hauler, CR&R, will provide
assistance to applicants in developing and implementing a Waste Reduction and Recycling Plan. CR&R's
phone number is (949)728-0446. Should you have any questions regarding this form, or the C&D Waste
Recycling Program,please call the City of San Juan Capistrano at(949)234-4413.
1. Project& Applicant Info.
Owners Name: Date:
Project Address:
Owner Telephone:
Contractor Name:
Contractor Contact name:
Contractor Telephone:
Approximate Square Footage of Project:
' Demolition Dates: Start End
Construction Dates: Start End
2. Description of Diversion Plan
Briefly state how waste materials were handled at your job site to ensure salvage/reuse or recycling.
Please check waste reduction activities that were practiced at this project site:
[ ]Use of Prefabricated Components [ ] Reduced packaging
[ ] Reuse of Materials on site [ ]Other(describe)
( ]Accurate Material Estimates
3. Material Handling Summary
Please complete the worksheet on page 6 that will help identify the types of materials,quantities,and how the
waste material were reduced, recycled or disposed at your project site. For this summary report, use the
actual quantities,based on weight tags,gate receipts,or other documentation. Material quantities should be
calculated in tons and use the attached Materials Conversion Worksheet for conversion factors. Fill in the
diversion percentage calculated in Section F on page 6 on line 3a below.
' 3a. Diversion Percentage Actual from Section F.on (pg. 6): %
3b. Is the percentage listed in 4a above greater than or equal to 50%? CIYES ONO
_ 3c.If NO,explain why:
Zvi 4 Project#/Permit#
4. Verification
4a. Attach weight slips or other records of measurement from recycling companies that show actual
tonnage of diverted materials.
4b. "To the best of my knowledge,the reported tonnage and diversion percentage are an accurate
representation of the disposition of the construction and demolition materials generated and
diverted from this project site. I understand the City may audit disposal and recycling
documentation related to this survey."
Print Name: Signature:
' Date:
"FOR CITY USE ONLY"
Report Summary Approval Status: Security Deposit:
❑ Approved p Full Refund
❑ Good Faith ❑ No Refund
❑ Further explanation needed (see attached) ❑ Partial Refund:Amount$
❑ Denied
Comments:
' Reviewed By: Signature:
Date:
, IRS U*I M W9 Cr,17mom/ 5 Project#/Permit#
Material Handling Summary Worksheet
Column A: List Actual Quantities of waste for each material type (in tons). To convert yards to tons, use the
attached Materials Conversion Worksheet
Columns B, C, D: List actual quantities reused, recycled,or disposed based on Column A quantities.
Column E: State the name of all vendors or facilities used to reuse, recycle or dispose of materials listed. See
example below for cases where more than on facility was used for a particular material type.
` Column Totals:Add up all material quantities for each column.
Row F. Calculate the actual diversion percentage in the section at the bottom of this worksheet and enter the
percentage on page 5, line 3a,of the Plan.
Attach another Worksheet to this one if you need more room. If you have a demolition project
A B C D E
Materials Total Salvage or Recycling Disposal Actual Destination(s)
Quantity Reuse (Landfill)
' Discarded
' Asphalt&Concrete
Brick/Masonryffile
Cardboard
r '
Wood
Metals
' Landscape Debris
do not include dirt
Dirt
Garbage/Trash
Other
' Other
Column Totals A B C D
F. Diversion Estimate:
Column Totals B +C = /A = X 100%
(Transfer%amount to 3a on page 4)
�/ 6 Project#/Permit#
City of San Juan Capistrano
Construction and Demolition Recycling
Materials Conversion Worksheet
Material Category Volume Unit Tons/unit Tons
'
Asphalt/Concrete
Asphalt(broken) cy x 0.7 =
Concrete(broken) cy x 0.9 =
LConcrete (solid slab) cy x 1.2975 =
Brick/Masonry/Tile
Brick(broken) cy x 0.7
Brick(whole, palletized) cy x 1.512 =
Masonry block(broken) cy x 0.6 =
Tile sq ft x 0.00175 =
' Building Materials(doors,
windows, cabinets, etc.) cy x 0.15 =
' Cardboard (flat) cy x 0.05 =
Carpet
' By square foot sq ft x 0.0005 =
By Cubic yard cy x 0.3 =
' Carpet Padding/Foam sq it x 0.000125 =
Ceiling Tiles
Whole (palletized) sq ft x 0.0003 =
Loose cy x 0.0875 =
' Drywall (new or used)
1/2"(by square foot) sq it x 0.0008 =
' 5/8"(by square foot) sq ft x 0.00105 =
Demo/used(by cubic yard) cy x 0.25 =
Landscape Debris(brush, trees, etc.) cy x 0.15 =
Scrap Metal cy x 0.453 =
Unpainted Wood&Pallets
By board foot bd ft x 0.001375 =
' By cubic yard cy x 0.15 =
Garbage/Trash cy x 0.175 =
Dirt By cubic yard cy x 1.03 =
cy=cubic yards sq It=square foot bd ft=board foot
' City of San Juan Capistrano
Construction and Demolition Recycling
Materials Conversion Worksheet
Conversion Rate - Tons
Demolition
Complete Demolition sq ft of structure x 40/2000 -
Complete Demolition with tile roof sq ft of structure x 47/2000 =
Green Waste(trees, shrubs,turf, etc.) cy x .25
Mixed Debris(e'g, interior remodel) cy x 0.2
Roofing
Asphalt Composition Shigle roof sq.ft x x 3/2000 =
Wood Shingle/Shake roof sq.ft x x 2/2000 =
Concrete/Clay Tile roof sq.ft x x 10/2000
Rood Decking roof sq.ft x x 1.5/2000
' Appliance/Equipment
Cook Top 0.015
Dishwasher 0.050
Refrigerator 0.075
' Oven(single) 0.038
Trash Compactor 0.020
Water Heater 30 gallons 0.025
Water Heater 40-50 gallons 0.038
Bathtub (Cast Iron) 0.150
Bathtub(steel) 0.038
Sink,Cast iron 0.025
Sink, Porcelain 0.010
Sink,Steel 0.005
Toilet 0.020
cy=cubic yards sq ft=square foot bd ft=board foot
Sample Calculation:
Materials including 100 square feet of roof decking, 50 cubic yards of brick(broken),and a cast iron bathtub
would compute as follows:
' (100 x 1.5 lbs.)/2000+(50x.7) + .15= (.075) +35 +0.15=35.225 Tons
urw
. ® C & D RECYCLING DEPOSIT
�LIFpRN�P
1 To request a deposit refund, complete and mail this form and the required documentation listed on the Refund
Checklist to:
C & D Refund Request
L City of San Juan Capistrano
Attention: Solid Waste Coordinator
32400 Paseo Adelanto
San Juan Capistrano, CA 92619
Refunds will be mailed within 6-8 weeks following receipt of Refund Request and project confirmation documentation, which
identify how the project materials were diverted. Applicants must initiate a Refund Request within 180 days following final
Please provide the following information:
Permit Number Deposit Paid: $
Project Address
City State Zip
I certify that the information provided with this Refund Request represents the disposition of at least 90% of the materials gener-
y 3ted from this project. Furthermore, I certify that this information represents materials generated only from the project listed
'above.
Signature Date
Print Name Title
Phone Number ( )
Refund check will be mailed to the name and address listed on the Permit Receipt. If the refund check is to be sent to a person
or address other than that listed on the Permit Receipt, please complete Section 1 and 2 of this form.
Change of Address for Refund Notice
(To be completed by original party listed on Permit Receipt)
Section t
By signing my name, I hereby direct any C & D Refund for Permit Number
' to the name and address listed in Section 2 below.
Print Name Title
Signature Date
Section 2
Name ATTACHMENT 4
' Address City St. Zip
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CITY OF SAN JUAN CAPISTRANO
' APPENDIX — B
' Best Management Practices
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Hydroseeding EC-4
Objectives
EC Erosion Control ✓
SE Sediment Control
TC Tracking Control
WE Wind Erosion Control ✓
NS Non-Stormwater
Management Control
' Waste Management and
WIVI
Materials Pollution Control
Legend:
✓ Primary Objective
J Secondary Objective
' Targeted Constituents
Description and Purpose Sediment ✓
Hydroseeding typically consists of applying a mixture of wood Nutrients
fiber, seed,fertilizer, and stabilizing emulsion with hydro- Trash
mulch equipment, to temporarily protect exposed soils from
erosion by water and wind. Metals
Bacteria
�.- Suitable Applications oil and Grease
Hydroseeding is suitable for soil disturbed areas requiring Organics
temporary protection until permanent stabilization is
established, and disturbed areas that will be re-disturbed
following an extended period of inactivity. Potential Alternatives
' EC-3 Hydraulic Mulch
Limitations
EC-5 Sail Binders
■ Hydroseeding maybe used alone only when there is
sufficient time in the season to ensure adequate vegetation EC-6 Straw Mulch
establishment and coverage to provide adequate erosion EC-7 Geotextiles and Mats
control. Otherwise,hydroseeding must be used in EC-8 Wood Mulching
conjunction with mulching(i.e.,straw mulch).
■ Steep slopes are difficult to protect with temporary seeding.
■ Temporary seeding may not be appropriate in dry periods
without supplemental irrigation.
■ Temporary vegetation may have to be removed before
permanent vegetation is applied.
■ Temporary vegetation is not appropriate for short term I, C A S Q ' i
inactivity. California
Stormwater
tluallty
Association
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EC-4 Hydroseeding
Implementation
In order to select appropriate hydroseeding mixtures,an evaluation of site conditions shall be
performed with respect to:
- Soil conditions - Maintenance requirements
Site topography - Sensitive adjacent areas
- Season and climate - Water availability
Vegetation types - Plans for permanent vegetation
The local office of the U.S.D.A. Natural Resources Conservation Service(NRCS)is an excellent
source of information on appropriate seed mixes.
The following steps shall be followed for implementation:
■ Avoid use of hydroseeding in areas where the BMP would be incompatible with future
earthwork activities and would have to be removed.
■ Hydroseeding can be accomplished using a multiple step or one step process. The multiple
step process ensures maximum direct contact of the seeds to soil. When the one step
process is used to apply the mixture of fiber, seed, etc.,the seed rate shall be increased to
_ compensate for all seeds not having direct contact with the soil.
■ Prior to application, roughen the area to be seeded with the furrows trending along the
contours.
' ■ Apply a straw mulch to keep seeds in place and to moderate soil moisture and temperature
until the seeds germinate and grow.
' ■ All seeds shall be in conformance with the California State Seed Law of the Department of
Agriculture. Each seed bag shall be delivered to the site sealed and clearly marked as to
species,purity,percent germination, dealer's guarantee, and dates of test. The container
shall be labeled to clearly reflect the amount of Pure Live Seed(PLS)contained. All legume
seed shall be pellet inoculated. Inoculant sources shall be species specific and shall be
applied at a rate of z lb of inoculant per loo lb seed.
■ Commercial fertilizer shall conform to the requirements of the California Food and
Agricultural Code. Fertilizer shall be pelleted or granular form.
■ Follow up applications shall be made as needed to cover weak spots and to maintain
adequate soil protection.
■ Avoid over spray onto roads,sidewalks,drainage channels,existing vegetation,etc.
I Costs
Average cost for installation and maintenance may vary from as low as $300 per acre for flat
slopes and stable soils, to $1600 per acre for moderate to steep slopes and/or erosive soils.
' 2 of 3 California Stormwater BMP Handbook January 2003
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Hyd roseed i ng EC-4
Hydroseeding Installed
Cost per Acre
Ornamentals $400-$1600
High Density Turf Species $350
Bunch Grasses $300-$1300
Fast Growing Annual $350-$65o
Perennial $300-$Soo
Native $300-$1600
Non-Competing
Non-Native $400-$500
Sterile I Cereal Grain $500
Source: Caltrans Guidance for Soil Stabilization for Temporary Slopes,Nov.1999
Inspection and Maintenance
■ Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events,
weekly during the rainy season, and at two-week intervals during the non-rainy season.
■ Areas where erosion is evident shall be repaired and BMPs re-applied as soon as possible.
Care should be exercised to minimize the damage to protected areas while making repairs,as
any area damaged will require re-application of BMPs.
■ Where seeds fail to germinate,or they germinate and die,the area must be re-seeded,
fertilized, and mulched within the planting season, using not less than half the original
application rates.
■ Irrigation systems, if applicable, should be inspected daily while in use to identify system
malfunctions and line breaks. When line breaks are detected,the system must be shut down
immediately and breaks repaired before the system is put back into operation.
■ Irrigation systems shall be inspected for complete coverage and adjusted as needed to
maintain complete coverage.
References
Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs)Manual,
State of California Department of Transportation(Caltrans),November 2000.
Guidance Document: Soil Stabilization for Temporary Slopes, State of California Department of
Transportation(Caltrans),November iggg.
January 2003 California Stormwater BMP Handbook 3 of 3
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i
Silt Fence SE-1
Objectives
t t 4 3E-p�Fll ��f
Kix EC Erosion Control ✓
SE Sediment Control
i « r�t rt �i�y�la+lli
TC Tracking Control
1
5P" i Ir' WE Wind Erosion Control
Non-Stonnwater
NS Management Control
f p "
WM
i Waste Management and
Materials Pollution Control
Legend:
i ✓ Primary Objective
J secondary Objective
1
Targeted Constituents
Description and Purpose Sediment ✓
A silt fence is made of a filter fabric that has been entrenched, Nutrients
i attached to supporting poles, and sometimes backed by a Trash
plastic or wire mesh for support. The silt fence detains
sediment-laden water,promoting sedimentation behind the Metals
fence.
Bacteria
Oil and Grease
Suitable Applications Organics
Silt fences are suitable for perimeter control,placed below
i areas where sheet flows discharge from the site. They should
also be used as interior controls below disturbed areas where Potential Alternatives
runoff may occur in the form of sheet and rill erosion. Silt SE-5 Fiber Rolls
i fences are generally ineffective in locations where the flow is SE-6 Gravel Bag Berm
concentrated and are only applicable for sheet or overland
flows. Silt fences are most effective when used in combination SE-8 Sandbag Barrier
with erosion controls. Suitable applications include: SE-9 Straw Bale Barrier
■ Along the perimeter of a project.
■ Below the toe or down slope of exposed and erodible slopes.
■ Along streams and channels.
i ■ Around temporary spoil areas and stockpiles.
■ Below other small cleared areas.
Limitations ARS IMA
■ Do not use in streams, channels, drain inlets, or anywhere flow caltiornia
is concentrated. Starmwater
Quality
Association
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SE-1 Silt Fence
■ Do not use in locations where ponded water may cause flooding.
■ Do not place fence on a slope,or across any contour line. If not installed at the same
elevation throughout, silt fences will create erosion.
' ■ Filter fences will create a temporary sedimentation pond on the upstream side of the fence
and may cause temporary flooding. Fences not constructed on a level contour will be
overtopped by concentrated flow resulting in failure of the filter fence.
■ Improperly installed fences are subject to failure from undercutting, overlapping, or
collapsing.
- Not effective unless trenched and keyed in.
- Not intended for use as mid-slope protection on slopes greater than 4:1(H:V).
Do not allow water depth to exceed t.s ft at any point.
' Implementation
General
A silt fence is a temporary sediment barrier consisting of filter fabric stretched across and
' attached to supporting posts,entrenched,and, depending upon the strength of fabric used,
supported with plastic or wire mesh fence. Silt fences trap sediment by intercepting and
detaining small amounts of sediment-laden runoff from disturbed areas in order to promote
sedimentation behind the fence.
Silt fences are preferable to straw bale barriers in many cases. Laboratory work at the Virginia
Highway and Transportation Research Council has shown that silt fences can trap a much
higher percentage of suspended sediments than can straw bales. While the failure rate of silt
fences is lower than that of straw bale barriers,there are many instances where silt fences have
been improperly installed. The following layout and installation guidance can improve
performance and should be followed:
■ Use principally in areas where sheet flow occurs.
■ Don't use in streams, channels, or anywhere flow is concentrated. Don't use silt fences to
divert flow.
■ Don't use below slopes subject to creep,slumping,or landslides.
■ Select filter fabric that retains 85% of soil by weight,based on sieve analysis,but that is not
finer than an equivalent opening size of 70.
■ Install along a level contour, so water does not pond more than 1.5 ft at any point along the
silt fence.
■ The maximum length of slope draining to any point along the silt fence should be zoo ft or
less.
■ The maximum slope perpendicular to the fence line should be 1:1.
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Silt Fence SE-1
■ Provide sufficient room for runoff to pond behind the fence and to allow sediment removal
equipment to pass between the silt fence and toes of slopes or other obstructions. About
i2oo ft2 of ponding area should be provided for every acre draining to the fence.
■ Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence.
■ Leave an undisturbed or stabilized area immediately down slope from the fence where
' feasible.
■ Silt fences should remain in place until the disturbed area is permanently stabilized.
' Design and Layout
Selection of a filter fabric is based on soil conditions at the construction site(which affect the
equivalent opening size(EOS)fabric specification) and characteristics of the support fence
(which affect the choice of tensile strength). The designer should specify a filter fabric that
retains the soil found on the construction site yet that it has openings large enough to permit
drainage and prevent clogging. The following criteria is recommended for selection of the
' equivalent opening size:
11 If 50 percent or less of the soil,by weight,will pass the U.S. Standard Sieve No. zoo,
select the EOS to retain 85%of the soil. The EOS should not be finer than EOS 70.
2. For all other soil types,the EOS should be no larger than the openings in the U.S.
Standard Sieve No. 7o except where direct discharge to a stream, lake, or wetland
will occur,then the EOS should be no larger than Standard Sieve No. loo.
To reduce the chance of clogging,it is preferable to specify a fabric with openings as large as
' allowed by the criteria. No fabric should be specified with an EOS smaller than U.S.Standard
Sieve No. loo. If 85%or more of a soil,by weight,passes through the openings in a No. 200
sieve,filter fabric should not be used. Most of the particles in such a soil would not be retained
if the EOS was too large and they would clog the fabric quickly if the EOS were small enough to
' capture the soil.
The fence should be supported by a plastic or wire mesh if the fabric selected does not have
sufficient strength and bursting strength characteristics for the planned application(as
recommended by the fabric manufacturer). Filter fabric material should contain ultraviolet
inhibitors and stabilizers to provide a minimum of six months of expected usable construction
life at a temperature range of o°F to 120 °F.
■ Layout in accordance with attached figures.
■ For slopes steeper than 2:1(H:V)and that contain a high number of rocks or large dirt clods
that tend to dislodge, it maybe necessary to install additional protection immediately
adjacent to the bottom of the slope,prior to installing silt fence. Additional protection may
' be a chain link fence or a cable fence.
■ For slopes adjacent to sensitive receiving waters or Environmentally Sensitive Areas(ESAs),
' silt fence should be used in conjunction with erosion control BMPs.
' January 2003 California Stormwater BMP Handbook 3 of 8
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1
SE-1 Silt Fence
Materials
■ Silt fence fabric should be woven polypropylene with a minimum width of 36 in. and a
minimum tensile strength of loo lb force. The fabric should conform to the requirements in
ASTM designation D4632 and should have an integral reinforcement layer. The
' reinforcement layer should be a polypropylene, or equivalent, net provided by the
manufacturer. The permittivity of the fabric should be between o.1 sec'and 0.15 sec-1 in
Conformance with the requirements in ASTM designation D4491•
' ■ Wood stakes should be commercial quality lumber of the size and shape shown on the plans.
Each stake should be free from decay, splits or cracks longer than the thickness of the stake
or other defects that would weaken the stakes and cause the stakes to be structurally
unsuitable.
■ Staples used to fasten the fence fabric to the stakes should be not less than 1.95 in. long and
should be fabricated from 15 gauge or heavier wire. The wire used to fasten the tops of the
stakes together when joining two sections of fence should be 9 gauge or heavier wire.
Galvanizing of the fastening wire will not be required.
' ■ There are new products that may use prefabricated plastic holders for the silt fence and use
bar reinforcement instead of wood stakes. If bar reinforcement is used in lieu of wood
stakes,use number four or greater bar. Provide end protection for any exposed bar
reinforcement.
Installation Guidelines
Silt fences are to be constructed on a level contour. Sufficient area should exist behind the fence
for ponding to occur without flooding or overtopping the fence.
' ■ A trench should be excavated approximately 6 in.wide and 6 in. deep along the line the
proposed silt fence.
■ Bottom of the silt fence should be keyed-in a minimum of 12 in.
■ Posts should be spaced a maximum of 6 ft apart and driven securely into the ground a
minimum of 18 in. or 12 in.below the bottom of the trench.
■ When standard strength filter fabric is used, a plastic or wire mesh support fence should be
fastened securely to the upslope side of posts using heavy—duty wire staples at least J.in.
long. The mesh should extend into the trench. When extra-strength filter fabric and closer
post spacing are used,the mesh support fence may be eliminated. Filter fabric should be
purchased in a long roll,then cut to the length of the barrier. When joints are necessary,
filter cloth should be spliced together only at a support post, with a minimum 6 in. overlap
and both ends securely fastened to the post.
■ The trench should be backfilled with compacted native material.
■ Construct silt fences with a setback of at least 3 ft from the toe of a slope. Where a silt fence
is determined to be not practicable due to specific site conditions,the silt fence may be
' constructed at the toe of the slope,but should be constructed as far from the toe of the slope
as practicable. Silt fences close to the toe of the slope will be less effective and difficult to
maintain.
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' Silt Fence SE-1
■ Construct the length of each reach so that the change in base elevation along the reach does
' not exceed 1/3 the height of the barrier; in no case should the reach exceed 500 ft.
Costs
' ■ Average annual cost for installation and maintenance(assumes 6 month useful life): $y per
lineal foot($850 per drainage acre). Range of cost is $3.50 - $9.10 per lineal foot.
t Inspection and Maintenance
■• Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events,
weekly during the rainy season, and at two-week intervals during the non-rainy season.
' ■ Repair undercut silt fences.
■ Repair or replace split,torn,slumping, or weathered fabric. The lifespan of silt fence fabric
tis generally 5 to 8 months.
■ Silt fences that are damaged and become unsuitable for the intended purpose should be
' removed from the site of work,disposed of, and replaced with new silt fence barriers.
■ Sediment that accumulates in the BMP must be periodically removed in order to maintain
BMP effectiveness. Sediment should be removed when the sediment accumulation reaches
one-third of the barrier height. Sediment removed during maintenance may be incorporated
into earthwork on the site or disposed at an appropriate location.
■ Silt fences should be left in place until the upstream area is permanently stabilized. Until
then,the silt fence must be inspected and maintained.
■ Holes, depressions, or other ground disturbance caused by the removal of the silt fences
' should be backfilled and repaired.
References
' Manual of Standards of Erosion and Sediment Control Measures,Association of Bay Area
Governments, May 1995•
' National Management Measures to Control Nonpoint Source Pollution from Urban Areas,
United States Environmental Protection Agency, 2002.
' Proposed Guidance Specifying Management Measures for Sources of Nonpoint Pollution in
Coastal Waters,Work Group-Working Paper, USEPA,April 1992•
Sedimentation and Erosion Control Practices, and Inventory of Current Practices(Draft),
UESPA; 19go.
Southeastern Wisconsin Regional Planning Commission(SWRPC). Costs of Urban Nonpoint
Source Water Pollution Control Measures. Technical Report No.31. Southeastern Wisconsin
Regional Planning Commission, Waukesha,WI. 1991
Stormwater Quality Handbooks-Construction Site Best Management Practices(BMPs)Manual,
' State of California Department of Transportation(Caltrans),November 2000.
' January 2003 California Stormwater BMP Handbook S of 8
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1
' Gravel Bag Berm SE-6
Objectives
' EC Erosion Control ✓
BE Sediment Control ✓
TC Tracking Control
' WE Wind Erosion Control
NS Non-Stormwater
Management Control
' WM Waste Management and
Materials Pollution Control
Legend:
' ✓ Primary Objective
✓ Secondary Objective
Targeted Constituents
Description and Purpose Sediment ✓
A gravel bag berm is a series of gravel-filled bags placed on a Nutrients
' level contour to intercept sheet flows. Gravel bags pond sheet Trash
flow runoff, allowing sediment to settle out, and release runoff Metals
slowly as sheet flows,preventing erosion.
Bacteria
Suitable Applications oil and Grease
Gravel bag berms may be suitable: Organics
' ■ As a linear sediment control measure: potential Alternatives
- Below the toe of slopes and erodible slopes SE-1 Silt Fence
' - As sediment traps at culvert/pipe outlets SE-5 Fiber Roll
SE-8 Sandbag Barrier
' - Below other small cleared areas
SE-9 Straw Bale Barrier
- Along the perimeter of a site
- Down slope of exposed soil areas
- Around temporary stockpiles and spoil areas
' - Parallel to a roadway to keep sediment off paved areas
- Along streams and channels
■ As linear erosion control measure: ftCA ,S Q A
' California
Stor n nater
Qualtty
Association
' January 2003 California Stormwater BMP Handbook 1 of 4
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1
SE-6 Gravel Bag Berm
- Along the face and at grade breaks of exposed and erodible slopes to shorten slope length
and spread runoff as sheet flow
- At the top of slopes to divert runoff away from disturbed slopes
- As check dams across mildly sloped construction roads
Limitations
' ■ Gravel berms may be difficult to remove.
■ Removal problems limit their usefulness in landscaped areas.
■ Gravel bag berm may not be appropriate for drainage areas greater than 5 acres.
' ■ Runoff will pond upstream of the filter,possibly causing flooding if sufficient space does not
exist.
■ Aegraded gravel bags may rupture when removed,spilling contents.
' ■ Installation can be labor intensive.
■ Berms may have limited durability for long-term projects.
■ When used to detain concentrated flows,maintenance requirements increase.
r�
Implementation
General
A gravel bag berm consists of a row of open graded gravel—filled bags placed on a level contour.
' When appropriately placed, a gravel bag berm intercepts and slows sheet flow runoff, causing
temporary ponding. The temporary ponding provides quiescent conditions allowing sediment
to settle. The open graded gravel in the bags is porous,which allows the ponded runoff to flow
' slowly through the bags, releasing the runoff as sheet flows. Gravel bag berms also interrupt the
slope length and thereby reduce erosion by reducing the tendency of sheet flows to concentrate
into rivulets,which erode rills, and ultimately gullies, into disturbed, sloped soils. Gravel bag
' berms are similar to sand bag barriers,but are more porous.
Design and Layout
■ Locate gravel bag berms on level contours.
Slopes between 20:1 and 2:1 (H:V): Gravel bags should be placed at a maximum interval
Of 50 ft(a closer spacing is more effective),with the first row near the slope toe.
' Slopes 2:1(H:V)or steeper: Gravel bags should be placed at a maximum interval of 25 ft
(a closer spacing is more effective),with the first row placed the slope toe.
' ■ Turn the ends of the gravel bag barriers up slope to prevent runoff from going around the
berm.
' ■ Allow sufficient space up slope from the gravel bag berm to allow ponding, and to provide
room for sediment storage.
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' Gravel Bag Berm SE-6
■ For installation near the toe of the slope,consider moving the gravel bag barriers away from
' the slope toe to facilitate cleaning. To prevent flows behind the barrier,bags can be placed
perpendicular to a berm to serve as cross barriers.
■ Drainage area should not exceed 5 acres.
■ In Non-Traffic Areas:
' - Height = 18 in. maximum
- Top width= 24 in.minimum for three or more layer construction
' - Top width= 12 in. minimum for one or two layer construction
- Side slopes = 2:1 or flatter
■ In Construction Traffic Areas:
' - Height= 12 in.maximum
- Top width = 24 in. minimum for three or more layer construction.
' - Top width= 12 in. minimum for one or two layer construction.
- Side slopes = 2:1 or flatter.
■ Butt ends of bags tightly
■ On multiple row,or multiple layer construction,overlapp buttjoints of adjacent row and row
beneath.
■ Use a pyramid approach when stacking bags.
Materials
■ Bag Material: Bags should be woven polypropylene,polyethylene or polyamide fabric or
' burlap, minimum unit weight of 4 ounces/yd2,Mullen burst strength exceeding 300 lb/int in
conformance with the requirements in ASTM designation D3786,and ultraviolet stability
exceeding 70%in conformance with the requirements in ASTM designation D4355•
■ Bag Size: Each gravel-filled bag should have a length of 18 in.,width of 12 in.,thickness of
3 in.,and mass of approximately 33 lbs. Bag dimensions are nominal,and may vary based
on locally available materials.
' ■ Fill Material: Fill material should be 0.5 to 1 in. Class 2 aggregate base,clean and free
from clay, organic matter, and other deleterious material,or other suitable open graded,
non-cohesive,porous gravel.
Costs
' Gravel filter: Expensive, since off-site materials,hand construction, and demolition/removal
are usually required. Material costs for gravel bags are average of$2.50 per empty gravel bag.
Gravel costs range from $20-$35 per yd3.
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SE-6 Gravel Bag Berm
Inspection and Maintenance
■ Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events,
weekly during the rainy season, and at two-week intervals during the non-rainy season.
' ■ Gravel bags exposed to sunlight will need to be replaced every two to three months due to
degrading of the bags.
■ Reshape or replace gravel bags as needed.
■ Repair washouts or other damage as needed.
' ■ Sediment that accumulates in the BMP must be periodically removed in order to maintain
BMP effectiveness. Sediment should be removed when the sediment accumulation reaches
one-third of the barrier height. Sediment removed during maintenance may be incorporated
into earthwork on the site or disposed at an appropriate location.
■ Remove gravel bag berms when no longer needed. Remove sediment accumulation and
clean,re-grade, and stabilize the area. Removed sediment should be incorporated in the
' project or disposed of.
References
' Handbook of Steel Drainage and Highway Construction,American Iron and Steel Institute,
1983.
Stormwater Quality Handbooks -Construction Site Best Management Practices (BMPs)Manual,
State of California Department of Transportation(Caltrans),November 2000.
Stormwater Pollution Plan Handbook,First Edition,State of California, Department of
Transportation Division of New Technology,Materials and Research, October 1992•
' 4 of 4 California Stormwater BMP Handbook January 2003
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Wind Erosion Control WE-1
Objectives
EC Erosion Control
BE Sediment Control
TC Tracking Control
' WE Wind Erosion Control ✓
NS NonStormwater
Management Control
WM Waste Management and
Materials Pollution Control
Legend:
✓ Primary Objective
' J Secondary Objective
' Targeted Constituents
Description and Purpose Sediment ✓
Wind erosion or dust control consists of applying water or other Nutrients
dust palliatives as necessary to prevent or alleviate dust Trash
nuisance generated by construction activities. Covering small Metals
stockpiles or areas is an alternative to applying water or other
dust palliatives. Bacteria
Oil and Grease
Suitable Applications Organics
Wind erosion control BMPs are suitable during the following
construction activities: Potential Alternatives
■ Construction vehicle traffic on unpaved roads None
' ■ Drilling and blasting activities
■ Sediment tracking onto paved roads
' ■ Soils and debris storage piles
■ Batch drop from front-end loaders
■ Areas with unstabilized soil
' ■ Final grading/site stabilization
Limitations
■ Watering prevents dust only for a short period and should be
' applied daily(or more often)to be effective. C A $ G/A
Can}ornia
■ Over watering may cause erosion. IMLStormwater
Ouallty
Auocfatlon
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1
' WE-1 Wind Erosion Control
■ Oil or oil-treated subgrade should not be used for dust control because the oil may migrate
' into drainageways and/or seep into the soil.
■ Effectiveness depends on soil,temperature,humidity,and wind velocity.
■ Chemically treated sub grades may make the soil water repellant,interfering with long-term
infiltration and the vegetation/re-vegetation of the site. Some chemical dust suppressants
may be subject to freezing and may contain solvents and should be handled properly.
■ Asphalt, as a mulch tack or chemical mulch,requires a 24-hour curing time to avoid
adherence to equipment,worker shoes, etc. Application should be limited because asphalt
' surfacing may eventually migrate into the drainage system.
■ In compacted areas,watering and other liquid dust control measures may wash sediment or
' other constituents into the drainage system.
Implementation
General
California's Mediterranean climate,with short wet seasons and long hot dry seasons,allows the
soils to thoroughly dry out. During these dry seasons,construction activities are at their peak,
and disturbed and exposed areas are increasingly subject to wind erosion, sediment tracking
' and dust generated by construction equipment.
Dust control,as a BMP, is a practice that is already in place for many construction activities.
Los Angeles,the North Coast, and Sacramento, among others,have enacted dust control
aleordinances for construction activities that cause dust to be transported beyond the construction
project property line.
Recently,the State Air Resources Control Board has,under the authority of the Clean Air Act,
started to address air quality in relation to inhalable particulate matter less than io microns
(PM-lo). Approximately go percent of these small particles are considered to be dust. Existing
' dust control regulations by local agencies, municipal departments,public works department,
and public health departments are in place in some regions within California.
Many local agencies require dust control in order to comply with local nuisance laws, opacity
' laws(visibility impairment) and the requirements of the Clean Air Act. The following are
measures that local agencies may have already implemented as requirements for dust control
from contractors:
■ Construction and Grading Permits: Require provisions for dust control plans.
■ Opacity Emission Limits: Enforce compliance with California air pollution control laws.
■ Increase Overall Enforcement Activities: Priority given to cases involving citizen complaints.
' ■ Maintain Field Application Records: Require records of dust control measures from
contractor;
■ Stormwater Pollution Prevention Plan: (SWPPP): Integrate dust control measures into
SWPPP.
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Wind Erosion Control WE-1
Dust Control Practices
Dust control BMPs generally stabilize exposed surfaces and minimize activities that suspend or
track dust particles. The following table shows dust control practices that can be applied to site
conditions that cause dust. For heavily traveled and disturbed areas, wet suppression
(watering), chemical dust suppression, gravel asphalt surfacing,temporary gravel construction
entrances,equipment wash-out areas,and haul truck covers can be employed as dust control
applications. Permanent or temporary vegetation and mulching can be employed for areas of
occasional or no construction traffic. Preventive measures would include minimizing surface
areas to be disturbed,limiting onsite vehicle traffic to 15 mph, and controlling the number and
activity of vehicles on a site at any given time.
DUST CONTROIPRACTICES
SITE CONDITION wet Chemical Temporary Gravel Raul Minimize
Pennanen[ Gravel or Sill Construction Eistur of
Mulching Suppression Dust Truck
t Vegetation Asphalt Fences Enl Wash Equipmen Disturbed
(Watering) Suppression Wash Down Covers Area
Disturbed Areas
not Subject to X X X X X X
Traffic
Disturbed Areas X X X X X
Subject to Traffic
Materal Stock Pile X X X X
Stabilization
' Demolition X X X
Clearing/ X X X X
Excavation
Truck Traffic on X X X X X
Unpaved Roads
Mud/Dirt Carry
Out X X
' Additional preventive measures include:
' ■ Schedule construction activities to minimize exposed area(EC-J, Scheduling).
■ Quickly stabilize exposed soils using vegetation,mulching,spray-on adhesives, calcium
' chloride,sprinkling,and stone gravel layering.
■ Identify and stabilize key access points prior to commencement of construction.
■ Minimize the impact of dust by anticipating the direction of prevailing winds.
■ Direct most construction traffic to stabilized roadways within the project site.
■ Water should be applied by means of pressure-type distributors or pipelines equipped with a
spray system or hoses and nozzles that will ensure even distribution.
' ■ All distribution equipment should be equipped with a positive means of shutoff.
• Unless water is applied by means of pipelines, at least one mobile unit should be available at
all times to apply water or dust palliative to the project.
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' WE- 1 Wind Erosion Control
■ If reclaimed waste water is used, the sources and discharge must meet California
' Department of Health Services water reclamation criteria and the Regional Water Quality
Control Board requirements. Non-potable water should not be conveyed in tanks or drain
pipes that will be used to convey potable water and there should be no connection between
potable and non-potable supplies. Non-potable tanks,pipes, and other conveyances should
be marked,"NON-POTABLE WATER- DO NOT DRINK."
' ■ Materials applied as temporary soil stabilizers and soil binders also generally provide wind
erosion control benefits.
■ Pave or chemically stabilize access points where unpaved traffic surfaces adjoin paved roads.
' ■ Provide covers for haul trucks transporting materials that contribute to dust.
' ■ Provide for wet suppression or chemical stabilization of exposed soils.
■ Provide for rapid clean up of sediments deposited on paved roads. Furnish stabilized
construction road entrances and vehicle wash down areas.
■ Stabilize inactive construction sites using vegetation or chemical stabilization methods.
■ Limit the amount of areas disturbed by clearing and earth moving operations by scheduling
these activities in phases.
For chemical stabilization,there are many products available for chemically stabilizing gravel
' roadways and stockpiles. If chemical stabilization is used,the chemicals should not create any
adverse effects on stormwater,plant life,or groundwater.
' Costs
Installation costs for water and chemical dust suppression are low,but annual costs may be
quite high since these measures are effective for only a few hours to a few days.
' Inspection and Maintenance
■ Inspect and verify that activity-based BMPs are in place prior to the commencement of
associated activities. While activities associated with the BMP are under way,inspect weekly
' during the rainy season and at two-week intervals in the non-rainy season to verify
continued BMP implementation.
' ■ Check areas protected to ensure coverage.
■ Most dust control measures require frequent, often daily,or multiple times per day
attention.
' References
Best Management Practices and Erosion Control Manual for Construction Sites, Flood Control
District of Maricopa County,Arizona,September 1992.
California Air Pollution Control Laws, California Air Resources Board, 1992•
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' Wind Erosion Control WE-1
Caltrans,Standard Specifications, Sections to,"Dust Control"; Section 17,"Watering';and
' Section 18, "Dust Palliative".
Prospects for Attaining the State Ambient Air Quality Standards for Suspended Particulate
' Matter(PM>o),Visibility Reducing Particles, Sulfates, Lead,and Hydrogen Sulfide,California
Air Resources Board,April iggi.
Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs)Manual,
State of California Department of Transportatiop(Caltrans),November 2000.
t
i
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' Stockpile Management WM-3
Objectives
' EC Erosion Control
SE Sediment Control
TC Tracking Control
WE Wind Erosion Control
NS Non-Stormwater
Management Control
WM Waste Management and ✓
Materials Pollution Control
4 a- Legend:
° ��, ✓ Primary Objective
! Secondary Objective
' Description and Purpose Targeted Constituents
Stockpile Management procedures and practices are designed Sediment ✓
to reduce or eliminate air and stormwater pollution from Nutrients ✓
stockpiles of soil,paving materials such as portland cement Trash ✓
concrete(PCC)rubble, asphalt concrete(AC), asphalt concrete Metals ✓
rubble, aggregate base, aggregate sub base or pre-mixed Bacteria
aggregate, asphalt minder(so called"cold mix'asphalt), and Oil and Grease ✓
pressure treated wood.
Organics ✓
Suitable Applications
Implement in all projects that stockpile soil and other Potential Alternatives
materials.
None
' Limitations
None identified.
' Implementation
Protection of stockpiles is a year-round requirement. To
properly manage stockpiles:
' ■ Locate stockpiles a minimum of 50 ft away from
concentrated flows of stormwater,drainage courses,and
inlets.
' ■ Protect all stockpiles from stormwater runon using a
temporary perimeter sediment barrier such as berms,dikes,
' fiber rolls,silt fences, sandbag,gravel bags,or straw bale
barriers. SWC A S Q , ,A
Californla
St"onvater
Quality
Amoclation
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i
WM-3 Stockpile Management
■ Implement wind erosion control practices as appropriate on all stockpiled material. For
' specific information,see WE-t,Wind Erosion Control.
■ Manage stockpiles of contaminated soil in accordance with WM-7, Contaminated Soil
Management.
■ Place bagged materials on pallets and under cover.
' Protection of Non Active Stockpiles
Non-active stockpiles of the identified materials should be protected further as follows:
Soil stockpiles
■ During the rainy season, soil stockpiles should be covered or protected with soil stabilization
measures and a temporary perimeter sediment barrier at all times.
' ■ During the non-rainy season,soil stockpiles should be covered or protected with a
temporary perimeter sediment barrier prior to the onset of precipitation.
' Stockpiles of Portland cement concrete rubble, asphalt concrete,asphalt concrete rubble,
aggregate base, or aggregate sub base
■ During the rainy season,the stockpiles should be covered or protected with a temporary
' perimeter sediment barrier at all times.
■ During the non-rainy season,the stockpiles should be covered or protected with a temporary
perimeter sediment barrier prior to the onset of precipitation.
Stockpiles of"cold mix"
■ During the rainy season, cold mix stockpiles should be placed on and covered with plastic or
' comparable material at all times.
■ During the non-rainy season,cold mix stockpiles should be placed on and covered with
' plastic or comparable material prior to the onset of precipitation.
Stockpiles/Storage ofpressure treated wood with copper, chromium,and arsenic or
ammonical,copper,zinc,and arsenate
t ■ During the rainy season,treated wood should be covered with plastic or comparable
material at all times.
' ■ During the non-rainy season,treated wood should be covered with plastic or comparable
material at all times and cold mix stockpiles should be placed on and covered with plastic or
comparable material prior to the onset of precipitation.
' Protection ofActive Stockpiles
Active stockpiles of the identified materials should be protected further as follows:
' ■ All stockpiles should be protected with a temporary linear sediment barrier prior to the
onset of precipitation.
' ■ Stockpiles of"cold mix"should be placed on and covered with plastic or comparable
material prior to the onset of precipitation.
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Stockpile Management WM-3
Costs
' All of the above are low cost measures.
Inspection and Maintenance
■ Inspect and verify that activity—based BMPs are in place prior to the commencement of
associated activities. While activities associated with the BMP are under way,inspect weekly
during the rainy season and of two-week intervals in the non-rainy season to verify
' continued BMP implementation
■ Repair and/or replace perimeter controls and covers as needed to keep them functioning
properly.
References
Stormwater Quality Handbooks-Construction Site Best Management Practices(BMPs)Manual,
State of California Department of Transportation(Caltrans),November 2000.
1
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' Concrete Waste Management WM-8
Objectives
' CONCRETE EC Erosion Control
WASHOUT SE Sediment Control
AREA TC Tracking Control
' WE Wind Erosion Control
NS Non-Stormwater
Management Control
WM Waste Management and ✓
' Materials Pollulion Control
Legend:
- ✓ Primary Objective
*U
J Secondary Objective
' Targeted Constituents
Description and Purpose Sediment ✓
Prevent or reduce the discharge of pollutants to stormwater Nutrients
' from concrete waste by conducting washout offsite,performing Trash
onsite washout in a designated area,and training employee and Metals ✓
subcontractors.
Bacteda
Suitable Applications Oil and Grease
Concrete waste management procedures and practices are Organics
implemented on construction projects where:
■ Concrete is used as a construction material or where Potential Alternatives
concrete dust and debris result form demolition activities None
' ■ Slurries containing portland cement concrete(PCC) or
asphalt concrete(AC) are generated,such as from saw
cutting, coring, grinding, grooving,and hydro-concrete
' demolition
■ Concrete trucks and other concrete-coated equipment are
washed onsite
■ Mortar-mixing stations exist
' ■ See also NS-8,Vehicle and Equipment Cleaning
Limitations
■ Offsite washout of concrete wastes may not always be possible.
11(ornla
Stormwater
' Ouallty
Association
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WM-8 Concrete Waste Management
Implementation
' The following steps will help reduce stormwater pollution from concrete wastes:
■ Discuss the concrete management techniques described in this BMP (such as handling of
concrete waste and washout)with the ready-mix concrete supplier before any deliveries are
made.
■ Incorporate requirements for concrete waste management into material supplier and
' subcontractor agreements.
■ Store dry and wet materials under cover, away from drainage areas.
' ■ Avoid mixing excess amounts of fresh concrete.
■ Perform washout of concrete trucks offsite or in designated areas only.
■ Do not wash out concrete trucks into storm drains, open ditches,streets, or streams.
' ■ Do not allow excess concrete to be dumped onsite,except in designated areas.
■ For onsite washout:
' Locate washout area at least 50 feet from storm drains,open ditches,or water bodies.
Do not allow runoff from this area by constructing a temporary pit or bermed area large
enough for liquid and solid waste.
Wash out wastes into the temporary pit where the concrete can set,be broken up, and
then disposed properly.
■ Avoid creating runoff by draining water to a bermed or level area when washing concrete to
remove fine particles and expose the aggregate.
■ Do not wash sweepings from exposed aggregate concrete into the street or storm drain.
Collect and return sweepings to aggregate base stockpile or dispose in the trash.
Education
■ Educate employees,subcontractors,and suppliers on the concrete waste management
techniques described herein.
' ■ Arrange for contractor's superintendent or representative to oversee and enforce concrete
waste management procedures.
Concrete Slurry Wastes
■ PCC and AC waste should not be allowed to enter storm drains or watercourses.
■ PCC and AC waste should be collected and disposed of or placed in a temporary concrete
washout facility.
■ A sign should be installed adjacent to each temporary concrete washout facility to inform
' concrete equipment operators to utilize the proper facilities.
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Concrete Waste Management WM-8
■ Below grade concrete washout facilities are typical. Above grade facilities are used if
' excavation is not practical.
■ A foreman or construction supervisor should monitor onsite concrete working tasks,such as
saw cutting,coring,grinding and grooving to ensure proper methods are implemented.
■ Saw-cut PCC slurry should not be allowed to enter storm drains or watercourses. Residue
from grinding operations should be picked up by means of a vacuum attachment to the
' grinding machine. Saw cutting residue should not be allowed to flow across the pavement
and should not be left on the surface of the pavement. See also NS-3, Paving and Grinding
Operations; and WM-io,Liquid Waste Management.
■ Slurry residue should be vacuumed and disposed in a temporary pit(as described in OnSite
Temporary Concrete Washout Facility, Concrete Transit Truck Washout Procedures,below)
and allowed to dry. Dispose of dry slurry residue in accordance with WM-5,Solid Waste
IManagement.
Onsite Temporary Concrete Washout Facility, Transit Truck Washout
Procedures
■ Temporary concrete washout facilities should be located a minimum of 50 ft from storm
drain inlets,open drainage facilities,and watercourses. Each facility should be located away
' from construction traffic or access areas to prevent disturbance or tracking.
■ A sign should be installed adjacent to each washout facility to inform concrete equipment
operators to utilize the proper facilities.
■ Temporary concrete washout facilities should be constructed above grade or below grade at
the option of the contractor. Temporary concrete washout facilities should be constructed
and maintained in sufficient quantity and size to contain all liquid and concrete waste
generated by washout operations.
■ Temporary washout facilities should have a temporary pit or bermed areas of sufficient
' volume to completely contain all liquid and waste concrete materials generated during
washout procedures.
' ■ Washout of concrete trucks should be performed in designated areas only.
■ Only concrete from mixer truck chutes should be washed into concrete wash out.
' ■ Concrete washout from concrete pumper bins can be washed into concrete pumper trucks
and discharged into designated washout area or properly disposed of offsite.
' ■ Once concrete wastes are washed into the designated area and allowed to harden, the
concrete should be broken up, removed,and disposed of per WM-5, Solid Waste
Management. Dispose of hardened concrete on a regular basis.
■ Temporary Concrete Washout Facility(Type Above Grade)
- Temporary concrete washout facility(type above grade)should be constructed as shown
' on the details at the end of this BMP,with a recommended minimum length and
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WM-8 Concrete Waste Management
minimum width of ro ft,but with sufficient quantity and volume to contain all liquid and
concrete waste generated by washout operations.
- Straw bales,wood stakes, and sandbag materials should conform to the provisions in SE-
9,Straw Bale Barrier.
Plastic lining material should be a minimum of to mil in polyethylene sheeting and
should be free of holes,tears,or other defects that compromise the impermeability of the
material.
■ Temporary Concrete Washout Facility(Type Below Grade)
' - Temporary concrete washout facilities(type below grade)should be constructed as
shown on the details at the end of this BMP,with a recommended minimum length and
minimum width of ro ft. The quantity and volume should be sufficient to contain all
liquid and concrete waste generated by washout operations.
Lath and flagging should be commercial type.
' Plastic lining material should be a minimum of io mil polyethylene sheeting and should
be free of holes,tears,or other defects that compromise the impermeability of the
material.
' Removal of Temporary Concrete Washout Facilities
■ When temporary concrete washout facilities are no longer required for the work,the
hardened concrete should be removed and disposed of. Materials used to construct
5=-' temporary concrete washout facilities should be removed from the site of the work and
disposed of.
■ Holes, depressions or other ground disturbance caused by the removal of the temporary
concrete washout facilities should be backfilled and repaired.
' Costs
All of the above are low cost measures.
' Inspection and Maintenance
■ Inspect and verify that activity—based BMPs are in place prior to the commencement of
associated activities. While activities associated with the BMP are under way, inspect weekly
during the rainy season and of two-week intervals in the non-rainy season to verify
continued BMP implementation.
■ Temporary concrete washout facilities should be maintained to provide adequate holding
capacity with a minimum freeboard of 4 in.for above grade facilities and 12 in.for below
grade facilities. Maintaining temporary concrete washout facilities should include removing
and disposing of hardened concrete and returning the facilities to a functional condition.
Hardened concrete materials should be removed and disposed of.
■ Washout facilities must be cleaned,or new facilities must be constructed and ready for use
' once the washout is 75%full.
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Concrete Waste Management WM-8
References
' Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from
Construction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control Program,
1995•
' Stormwater Quality Handbooks-Construction Site Best Management Practices(BMPs)Manual,
State of California Department of Transportation(Caltrans),November 2000.
' Stormwater Management for Construction Activities; Developing Pollution Prevention Plans
and Best Management Practice, EPA 832-R-92005; USEPA,April 1992•
U-1
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WM-8 Concrete Waste Management
!
! LATH & 0'
FLAGGING
ON ALL MIN SANDBAG
SIDES
BERM—,, 0 0 0
! 0 SANDBAG
10 MIL
PLASTIC LINING
AQ
A 0 A
0
! BERM
0 0 0 0
SECTION A-A
! 10 MILNOT TO SCALE
PLASTIC LINING
PLAN
! NOT TO SCALE
TYPE "BELOW GRADE"
10 MIL
J PLASTIC LINING
!
MIN 1
I N
B B
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER WITH
! TWO STAKES
> SECTION B-B
NOT TO SCALE
! STAKE(TYP)
! 10 MIL NOTES
TWO—STACKED— PLASTIC LINING
2 X 12 ROUGH 1. ACTUAL LAYOUT DETERMINED
WOOD FRAME PLAN IN FIELD.
' NOT TO SCALE 2. THE CONCRETE WASHOUT SIGN
TYPE "ABOVE GRADE" SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
!
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!
Concrete Waste Management WM-8
10'
MIN
STAKE
(TYP) 2"
1�8„ DIA. q„
a STEEL WIRE
STAPLE DETAIL
STRAW BALE
10 MIL (TYP) PLYWOOD
PLASTIC LINING PLAN 48" X 24"
NOT TO SCALE PAINTED WHITE
TYPE "ABOVE GRADE"
WITH STRAW BALES
–BLACK LETTERS
CONCRETE
ONCRE6" HEIGHT
WASHOU 0 S" LAG
SCREWS
- 3' -WOOD POST
3" X 3" X 8'
3'
CONCRETE WASHOUT
SIGN DETAIL
' (OR EQUIVALENT)
STAPLES
(2 PER BALE) 10 MIL BINDING WIRE
PLASTIC LINING
4
STRAW BALE
' WOOD OR NOTES
NATIVE MATERIAL - METAL STAKES
(OPTIONAL) (2 PER BALE) 1. ACTUAL LAYOUT DETERMINED
IN FIELD.
SECTION B—B 2. THE CONCRETE WASHOUT SIGN
NOT TO SCALE SHALL BE INSTALLED WITHIN
30 FT, OF THE TEMPORARY
' CONCRETE WASHOUT FACILITY
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