AGR-6945 - ACCURATE CONSTRUCTION & DESIGN INC - POLICE HEADQUARTERS EMERGENCY OPERATIONS CENTER REMODELi
A R ba}5
CONTRACT
Police Headquarters EOC Remodel; Project SP-4119 (Bid No. 190-20)]
THIS CONTRACT (the "ContracY') is made and entered into as of r`.ry ,
2020 ("Effective Date") by and between the CITY OF ORANGE, a municipal corporation
City"), and ACCURATE CONSTRUCTION & DESIGN, INC., a California corporation
Contractor"), who agree as follows.
ARTICLE 1
Work Performed
u.For and in consideration of the payments and agreements hereinafter mentioned, to
be made and performed by City, and under[he conditions expressed in the two (2)bonds presented
to City with this Contract and incorporated herein by this reference, Contractor hereby agrees to
and shall do all the work and furnish all the labor, materials, tools and equipment, except such as
are mentioned in the specifications to be furnished by City to Contractor, necessary to complete in
good workmanship and substantial manner[he work (the"Work") described in:
1) The Construction Plans for Orange Police Department Emergency Operations
Center Remodel (Drawing SP-4119) prepared for City by Eduardo Lopez, approved by the
Engineer" (as defined herein below) on November 12, 2019, and consisting of sheets numbered
1 through 5, inclusive (the "Plans");
2) The latest edition of the "City of Orange Standard Plans and Specifications" (the
Orange Book") with the term "Engineer," as used in the Orange Book and in this Contract, to
specifically include the City Engineer(or his/her designee);
3) The "Standard Specifications for Public Works Construction" (the "Green Book"),
and all amendments tl ereto;
4) The "City of Orange Standard Special Provisions;"
5) The Standard Plans; and
6) Contractor's Bid Proposal, which is on file with City's Department of Public
Works.
b. Contractor acknowledges that it has received the Plans from City and that a
complete copy of the Plans are in its possession and are hereby specifically referred to and by such
reference made a part hereo£ The Orange Book, Green Book and City of Orange Standard Special
Provisions and Standard Plans are on file with City's Public Works Director and are hereby
specifically referred to and by such reference made a part hereo£ A copy of the Special Provisions
and Standard Plans will also be kept on file with the City Clerk. Contractor hereby acknowledges
that it has read, reviewed and understands the Plans,the Orange Book,the Green Book,the Special
Provisions, the Standard Plans, and the Encroachment Permit as they relate to the Work, all of
which documents shall be referred to herein collectively as the "Plans and Specifications."
c.Contractor acknowledges the provisions of Chapter 828 of the Orange Municipal
Code which requires, among other things, that Contractor utilize City's exclusive solid waste
hauler for the rental of bins for trash and debris removal and imposes mandatory recycling
requirements for self-hauled construction and demolition waste. The terms and conditions set forth
in this Contract shall control over any tercns and conditions in the Plans and Specifications to the
co trary.
d. The Work shall be performed in conformity with the Pla s and Specifications and
the Bid Proposal and all applicable laws, including any and aIl applicable federal and state labor
laws and standards and applicable prevailing wage requirements and any and all state, federal a d
local statutes, regulations and ordinances relating to the protection of human health or the
environment.
e.Unless and until otherwise notified in writing by City's Public Works Director,
City's Senior Contract Administrator, Matthew Lorenzen ("Authorized City Representative"),
shall be the person to whom Contractor will report for the performance of the Work hereunder. It
is understood that Contractor's performance hereunder shall be under the direction and
supervision of the Authorized City Representative or such other person as City's Public Works
Director may designate from time to time, that Contractor shall coordinate the Work hereunder
with the Authorized City Representative to the extent required by the Authorized City
Representative, and that all performances required hereunder by Contractor shall be performed to
the satisfaction of the Authorized City Representative or City's Public Warks Director.
f.It is expressly agreed by and between the parties hereto that should there be any
conflict between the terms of this instrument and Contractor's Bid Proposal, then this instrument
shall control and nothing herein shall be considered as an acceptance of the said terms of said Bid
Proposal conflicting herewi[h.
ARTICLE 2
Commencement oS Work
Contractor shall commence the Work provided for in this Contract within fifteen(15)days
of the date of the issuance by City of a Notice to Proceed and to diligently prosecute completion
of the Work within SIXTY(60) calendar days from such date,unless legal extension is granted in
accordance with the terms set forth in the Green Book. Time is of the essence in this Contract.
Contractor shall do all things necessary and incidental to the prosecution of Contractor's Work.
ARTICLE 3
Compensation
Contractor agrees [o receive and accept an amount not to exceed NINETY-EIGHT
THOUSAND FOUR HUNDRED THIRTY-THREE DOLLARS and 00/100 ($98,433.00) as full
compensation for fumishing all materials and doing all the Work contemplated and embraced in
this Contract. Said compensation covers (1) all loss or damage arising out of the nature of the
Work, from the acts of the elements; (2) any unforeseen difficulties or obstructions which may
arise or be encountered in the prosecution of the Work until its acceptance by City; (3) all risks of
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every description connected with the Work; (4) all expenses incurred by or in consequence of the
suspension or discontinuance of the Work; and (5) well and faithfully completing the Work, and
for the whole thereof, in the manner and according to the Plans and Specifications, and
requirements of the Authorized City Representative under them. Retention amounts shall be
withheld from progress payments as required by law unless Contractor provides securities in lieu
of retention.
ARTICLE 4
Licenses
Contractor represents that it and any subcontractors it may engage, possess any and all
licenses which are required under state or federal law to perform the Work contemplated by this
Contract and that Contractor and subcontractors shall maintain all appropriate licenses, including
a City of Orange business license, at its cost, during the performance of this Contract.
ARTICLE 5
Guarantees
a.Contractor guarantees the construction and installation of all work included in the
Plans and Specifications for which Contractor has been awarded this Contract.
b. Should any of the materials or equipment installed pursuant to this Contract prove
defective or should the Work as a whole prove defective, due to faulty equipment, workmanship,
materials fumished or methods of installations, or should said Work or any part thereof fail to
function properly, as designed, due to any of the above causes within twelve (12) months after the
date on which said Work is accepted by City, Contractor shall make repairs and fiunish such
materials and equipment as are necessary to be furnished and installed wi[hin fifteen (15) calendar
days a8er the receipt of a demand from City.
c.Said Work will be deemed defective within the meaning of this guarantee in the
event that it fails to function as originally intended either by the Plans and Specifications of this
Contract or by the manufacturer(s) of the equipment incorporated into the Work.
d. In the event repairs are not made within fifteen(I S)calendar days after Contractor's
receipt of a demand from City, City shall have the unqualified option to make any needed repairs
or replacements itself or by any other contractor. Contractor shall reimburse City, upon demand,
for all expenses incurred in restoring said Work to the condition contemplated in this Contract,
including the cos[ of any equipment or materials replaced.
e.It is understood that emergency repairs may, by necessity, be made by City.
Therefore, when defective equipment, materials or workmanship result in emergency repairs by
City, Contractor shall reimburse City, upon demand, for all expenses incurred. Emergency repairs
will be deemed as those repairs determined by City's Director of Public Works to be necessary
due to an immediate detriment to the health, safety, welfare or convenience of the residents of
City.
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ARTICLE 6
Water Quality
a. The Santa Ana Regional Water Quality Control Board ("RWQCB") has issued
National Pollutant Discharge Elimination System ("NPDES") Permit No. R8-2009-0030 (the
PermiP'), which govems storm water and non-storm water discharges resulting from municipal
activities performed by City or its contractors. In order to wmply with the Permit requirements,
the County of Orange has prepared a Drainage Area Management Plan ("DAMP"), containing
Model Maintenance Procedures with Best Management Practices ("BMPs") that City and its
contractors must adhere to. The Model Maintenance Procedures contain pollution prevention and
source control techniques to minimize the impact of those activities upon dry-weather urban
runoff, storm water runoff, and receiving water quality. Examples include: wash water from
cleaning of sidewalks or parking lots must be collected and disposed of in the sewer or landscaped
areas.
b. The Permit, the DAMP and the Model Maintenance Procedures are on file in the
office of City's Director of Public Works. Contractor hereby acknowledges that it has read,
reviewed and understands the Permit, the DAMP and the Model Maintenance Procedures, as they
relate m the Work and I ereby shall perform the Work in conformance therewith.
ARTICLE 7
Independent Contractor; Contractor not Agent
a. At all times during the term of this Contract, Contractor shall be an independent
contractor and not an employee of City. City shall have the right to control Contractor only insofar
as the result of Contractor's services rendered pursuarit to this Contract. City shall not have the
right to control the means by which Contractor accomplishes services rendered pursuant to this
Contract. Conh-actor shall, at its sole cost and expense, fumish all facilities, materials and
equipment which may be required for furnishing services pursuant to this Contract. Contractor
shall be solely responsible for, and shall indemnify, defend and save City harmless from all matters
relating to the payment of its subcontractors, agents and employees, including compliance with
social security,withholding and all other wages,salaries,benefits,taxes, exactions,and regulations
of any nature whatsoever. Contractor acknowledges that Contractor and any subcontractors,
agents or employees employed by Contractor shall not, under any circumstances, be considered
employees of City, and that they shall not be entitled to any of the benefits or rights afforded
employees of City, including, but not limited to, sick leave, vacation leave, holiday pay, Public
Employees Retirement System benefits, or health, life, dental, long-term disability or workers'
compensation insurance benefits.
b. Except as City may specify in writing, Contractor shall have no authority, express
or implied, to act on behalf of City in any capacity whatsoever as an agent. Contractor shall have
no authority, express or implied, to bind City to any obligation whatsoever.
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ARTICLE 8
Public Work; Prevailing Wage
a. The Work which is the subject of this Contract is a "public work," as that term is
defined in Section 1720 of the Califomia Labor Code, for which prevailing wages must be paid.
To the extent Contractor's employees will perform any work that falls within any of the
classifications for which the Department of Labor Relations of the State of Califomia promulgates
prevailing wage determinations, Contractor hereby agrees that Con[ractor, and any subcontractor
under it, shall pay not less than the specified prevailing rates of wages to all such workers. The
general prevailing wage determinations for cra$s can be located on the website of the Deparhnent
of Industrial Relations (www.dir.ca.ov/DLSR). Additionally, to perform work under this
Contract, Contractor must meet all State registration requirements and criteria, including project
compliance monitoring.
b. Attached hereto as Attachment No. 1 and incorporated herein bythis reference is a
copy of the provisions of Sections 1725.5, 1771, 1771.1, 1771.4, 1775, 1776, 1777.5, 1813 and
1815 of the California Labor Code. Contractor hereby acknowledges that it has read, reviewed
and understands those provisions of the Labor Code and shall prosecute and complete the Work
nnder this Contract in strict compliance with all of those terms and provisions.
c.Contractor shall secure the payment of compensation to its employees in
accordance with the provisions of Section 3700 of the Califomia Labor Code. Accordingly, and
as required by Section 1861 of the Califomia Labor Code, Contractor hereby certifies as follows:
I 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 of that code, and I
will comply with such provisions before commencing the performance of the
work of this contract."
d. Contractor shall indemnify, protect, defend and hold harmless City and its officers,
employees, contractors and agents, with counsel reasonably acceptable to City, from and against
any and all loss, liability, damage, claim, cost, expense, and/or "increased costs" (including
reasonable attorney's fees, court and litigation costs, and fees of expert witnesses) which result or
arise in any way from the noncompliance by Contractor of any applicable local,state and/or federal
law, including, without limitation, any applicable federal and/or state labor laws (including,
without limitation, the requirement to pay state prevailing wages). It is agreed by the parties that,
in connection wi[h the construction of the Work which is the subject of this Contract, Contractor
shall bear all risks of payment or non-payment of state prevailing wages. "Increased costs" as
used in this paragraph shall have the meaning ascribed to it in Labor Code Section 1781, as the
same may be enacted, adopted or amended from time [o time. The foregoing indemnity shall
survive termination of this Contract.
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ARTICLE 9
Equal Employment Opportunity
During the performance of this Contract, Contractor agees as follows:
a.Contractor shall not discriminate against any employee or applicant for
employment because of race, color, religion, sex, national origin, mental or physical disability, or
any other basis prohibited by applicable law. Contractor shall ensure that applicants are employed
and that employees are treated during employment, without regard to their race, color, religion,
sex, national origin, mental or physical disability, or any other basis prohibited by applicable law.
Such actions shall include, but not be limited to the following: employment, upgrading, demotion
or transfer,recruitment or recruitment advertising,layoff or termination,rates of pay or other forms
of compensation and selection for training, including apprenticeship. Contractor shall post in
conspicuous places, available to employees and applicants for employment, a notice setting forth
provisions of this non-discrimination clause.
b. Contractor shall, in all solicitations and advertisements for employees placed by,or
on behalf of Contractor, state that all qualified applicants will receive consideration for
employment without regard to race, color, religion, sex, national origin, mental or physical
disability, or any other basis prol ibited by applicable law.
c Contrac[or shall cause the foregoing paragraphs (a) and (b) to be inserted in all
subcontracts for any work covered by this Contract, provided that the foregoing provisions shall
not apply to subcontracts for standard commercial supplies or raw materials.
ARTICLE 10
Conflicts of Interest
Contractor agrees that it shall not make, par[icipate in the making, or in any way attempt
to use its position as a contractor to influence any decision of City in which Contractor knows or
has reason to know that Contractor, its officers, parmers, or employees have a financial interest as
defined in Section 87103 of the Govemment Code.
ARTICLE 11
Indemnity
Contractor shall defend, indemnify and hold harmless City and its officers, officials,
agents, employees, attorneys, and contractors from and against
a. Any and all claims, liabilities, losses, damages, penalties, costs or expenses
including reasonable attorneys' fees and court costs) which City may directly or indirectly sustain
or suffer arising from or as a result of the death of any person or any accident, injury, loss or
damage whatsoever caused to any person or the property of any person which shall occur on or
adjacent to the real property which is the subject of this Contract, or in connection with
performance of this Contract which may be directly or indirectly caused by the acts or omissions
of Contractor or its officers, employees, contractors or agents, or as a consequence of any use,
generation, manufacture, storage, disposal, release or threatened release of a hazardous waste or
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substance. Contractor shall not be responsible for (and such indemnity shall not apply to) any
willful misconduct, negligence or breach of this Conuact by City or its officers, officials, agents,
employees, attorneys, or contractors. The foregoing indemnity shall survive termination of this
Contract.
b. Any and all claims under workers' compensation acts and other employee benefit
acts with respect to Contractor's employees or Contractor's subcontractor's employees arising out
of Contractor's work under this Agreement, including any and all claims under any law pertaining
to Contractor's status as an independent contractor.
ARTICLE 12
Insurance
a. Contractor shall procure and maintain for the duration of this Contract insurance
against claims for injuries to persons or damages to property which may arise from or in connection
with the performance of the work hereunder and the results of that work by Contractor, its agents,
representatives, employees or subcontractors.
b. Contractor shall maintain the following minimum amount of insurance: the greater
of either the limits set forth in (1)through (4), below; or all of the insurance coverage a d/or limits
carried by or available to Contractor.
1) General Liability 2,000,000 per occurrence for bodily injury, personal
injury and property damage. If
Commercial General Liability insurance
or other form with a general aggregate
limit is used, either the general aggregate
limit shall apply separately to this
projecUlocation or the general aggregate
limit shall be twice the required
occurrence limit.
2) Automobile Liability 1,000,000 per accident for bodily injury and
property damage.
3) Workers' Compensation as required by the State of Califomia.
4) Employer's Liability 1,000,000 per accident for bodily injury or disease.
c.Any insurance proceeds in excess of or broader than the minimum required
coverage and/or minimum required limits which are applicable to a given loss shall be available
to City. No representation is made that the minimum insurance requirements of this Contract are
sufficient to cover the obligations of Contractor under this Contract.
d. Any deductibles or self-insured retentions must be declared to and approved by
City. At the option of City, either: the insurer shall reduce or eliminate such deductibles or self-
insured retentions with respect to City, its officers, officials, agents and employees; or Contractor
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shall provide a financial guarantee satisfactory to City guaranteeing payment of losses and rela[ed
investigations, claim administration, and defense expenses.
e.Each policy of general liability and automotive liability insurance shall contain, or
be endorsed to contain, the following provisions:
1) City, its officers, officials, agents, and employees are declared to be additional
insureds under the terms of the policy, with respect to liability arising out of automobiles owned,
leased, hired or borrowed by or on behalf of Contractor (any auto), and with respect to liability
arising out of work or operations performed by or on behal£of Contractor, including materials,
parts or equipment fumished in connection with such work or operations. A policy endorsement
to that effect shall be provided to City along with the certificate of insurance. In lieu of an
endorsement, City will accept a copy of the policy(ies) which evidences that City is an additional
insured as a contracting party. The minimum coverage required by Subsection 12.b, above, shall
apply to City as an additional.
2) For any claims related to this project, Contractor's insurance coverage shall be
primary insurance with respect to City, its officets,officials,agents and employees. Any insurance
or self-insurance maintained by City, its officers, officials, agents and employees shall be excess
of Contractor's i surance and shall not contribute with it.
3) Coverage shall not be canceled, except after thirty (30) days' prior written notice
has been provided to City.
f.Contractor shall fumish City with original certificates of insurance and
endorsements effecting coverage required by this Article 12. The endorsements should be on
forms acceptable to City. All certificates and endorsements are to be received and approved by
City before work commences. However, failure to do so shall not operate as a waiver of these
insurance requirements. City reserves the right to require complete, certified copies of all required
insurance policies, including endorsements effecting the coverage required by these specifications
at any time.
g.All insurance procured and maintained by Contractor shall be issued by insurers
admitted to conduct the pertinent line of insurance business in California and having a rating of
Grade A or better and Class VII or better by the latest edition of Best Key Rating Guide.
h. Contractor shall immediately notify City if any required insurance lapses or is
otherwise modified and cease performance of this Contract unless otherwise directed by City. In
such a case, City may procure insurance or self-insure the risk and charge Contractor for such costs
and any and all damages resulting therefrom by way of set-off from any sums owed Contractor.
i.Contractor agrees that in the event of loss due to any of the perils for which it has
agreed to provide insurance, Contractor shall look solely to its insurance for recovery. Contractor
hereby grants to City, on behalf of any insurer providing insurance to either Contractor or City
with respect to the services of Contractor herein, a waiver of any right to subrogation which any
such insurer may acquire against City by virtue of the payment of any loss under such insurance.
The Workers' Compensation policy shall be endorsed with a waiver of subrogation in favor of
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City for all work performed by Contractor, its employees, agents and subcontractors. Contractor
shall obtain any other endorsement that may be necessary to effect this waiver of subrogation.
j.Contractor shall require and verify that all subcontractors maintain insurance
meeting all of the requirements stated herein.
ARTICLE 13
Termination
City, acting through its City Manager or his/her designee, reserves the right to terminate
this Contract for any reason by giving five (5) days' written notice of intent to terminate to
Contractor. Upon receipt of notice, Contractor shall immediately cease work, unless the notice
provides otherwise. Should City terminate this Contract, City shall pay Contractor for services
satisfactorily provided and all allowable reimbursements incurred to the date of termination in
compliance with this Contract, unless such termination shall be for cause, in which event City may
withhold any disputed compensation. City shall not be liable for any claim of lost profits.
ARTICLE 14
Maintenance and Inspection of Records
In accordance with generally accepted accounting principles, Contractor and its
subcontractors shall maintain reasonably full and comple[e books, documents, papers, accounting
records and other information (collectively, the "records") pertaining to the costs of and
completion of services performed under this Contract. During the term of this Contract and for a
period of three (3) years after termination or completion of this Contract, City shall have the right
to inspect and/or audit Contractor's records pertaining to the performance of this Contract at
Contractor's office. Contractor shall make available all such records for inspection or audit at its
offices during normal business hours and upon three(3) days' notice from City, and copies thereof
shall be furnished if requested.
ARTICLE 15
Compliance with Laws
a.Contractor shall be knowledgeable of and comply with all local, state and federal
laws pertaining to the subject matter hereof or in any way regulating the activities undertaken by
Conuactor or any subcontractor hereunder.
b. Contractor represents and warrants that Contractor:
1) Has complied and shall at all times during the term of this Contract comply, in all
respects, with all immigration laws, regulations, statutes, rules, codes, and orders, including,
without limitation, the Immigration Reform and Control Act of 1986 (IRCA); and
2) Has not and will not knowingly employ any individual to perform services under
this Contract who is ineligible to work in the United States or under the terms of this Contract; and
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3) Has properly maintained, and shall at all times during the term of this Contract
properly maintain, all related employment documentation records including, without limitation,
the completion and maintenance of the Form I-9 for each of Contractor's employees; and
4) Has responded, and shall at all times during the term of this Contract respond, in a
timely fashion to any govemment inspection requests relating to immigration law compliance
and/or Form I-9 compliance and/or worksite e forcement by the Department of Homeland
Security, the Department of Labor, or the Social Security Administration.
c.Contrac[or shall require all subcontractors and/or sub-consultants to make these
same representations and warranties required by this Article 15 when hired to perform services
under this Contract.
d. Confractor shall,upon request of City,provide a list of all employees working under
this Contract and shall provide, to the reasonable satisfaction of City, verification that all such
employees are eligible to work in the United States. All costs associated with such verification
shall be borne by Contractor. Once such request has been made, Contractor may not change
employees working under this Contract without written notice to City, accompanied by the
verification required herein for such employees. Contracror shatl require all subcontractors and/or
sub-consultants to make the same verification when hired to perform services under this Contract.
e.If Contractor,or a subcontractor or subconsultant, knowingly employs an employee
providing work under this Contract who is not au[horized to work in the United States, and/or£ails
to follow federal laws to determine the status of such employee, such shall constitute a material
breach of this Contract and may be cause for immediate termination of this Contract by City.
f.Contractor shall indemnify and hold City, its officials and employees harmless for,
of and from any loss, including but not limited to fines, penalties and corrective measures, City
may sus[ain by reason of Contractor's failure to comply with said laws, rules and regulations in
connection with the performance of this Contract.
ARTICLE 16
Governing Law and Venue
This Contract shall be construed in accordance with and governed by the laws of the State
of California and Contractor shall submit to the jurisdiction of Califomia courts. Venue for any
dispute arising under this Contract shall be in Orange County, Califomia.
ARTICLE 17
Integration and Amendment
a. This Contract constitutes the entire agreement of the parties. No other agreement,
oral or written, pertaining to the work to be performed under this Contract shall be of any force or
effect unless it is in writing and signed by both parties. Any work performed which is inconsistent
with or in violation of the provisions of this Contract shall not be compensated.
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b. Amendments to this Contract must be in writing and signed by both parties. The
City Manager is authorized [o execute amendments to this Contrac[up to the amoun[s specified in
Chapter 3.08 of the Orange Municipal Code.
ARTICLE 18
Notice
Except as otherwise provided herein, all notices required under this Contract shall be in
writing and delivered personally, by e-mail, or by first class mail, postage prepaid, to each party
at the address listed below. Either party may change the notice address by notifying the other party
in writing. Notices shall be deemed received upon receipt of same or within three (3) days of
deposit in the U.S. Mail,whichever is earlier. Notices sent by e-mail shall be deemed received on
the date of the e-mail transmission.
CONTRACTOR" CITY"
Accurate Construction City of Orange
16600 Sherman Way, Unite 162 300 E. Chapman Avenue
Van Nuys, CA 91406 Orange, CA 92866-1591
Attn.: Sina Kokabi Attn.: Matthew Lorenzen
Telephone: 818-387-6030 Telephone: 714-744-5566
E-Mail: sina@acdincorp.com E-Mail: mlorenzen@cityoforange.org
ARTICLE 19
Claim Resolution
City and Contractor agree that the claim resolution process applicable to any claim by
Contractor in connection with the work provided herein shall be subject to the procedures set forth
in Califomia Public Contract Code Section 9204, attached hereto as Attachment No. 2, and
incorporated herein by this reference.
ARTICLE 20
Counterparts
This Contract may be executed in one or more counterparts, each of which shall be deemed
an original, but all of which together shall consti[ute one and the same instrument. Signa[ures
transmitted via facsimile and electronic mail shall have the same effect as original signatttres.
Remainder of page intentionally left blank; signatures on next page]
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IN WITNESS WHEREOF, the parties have entered into this Contract as of the date and
year first above written.
CITY"
CITY OF ORANGE, a municipal corporation
BY:
1 -
Mark A. Murphy IMayoroftheCityofOrangf
CONTRACT, BONDS AND INSURANCE ATTEST:
APPROVED BY:
MA L iL
Pamela Coleman, City Clerk
Mary E. Bi ing
Senior Assistant City Attome
CONTRACTOR"
ACCURATE CONSTRUCTION & DESIGN,
INC., a California corporation
Note: Signature of Chairman of the By:
Board, President or Vice President is Printed Name: 5 i Il n Kql l
required] Title: r_i___a _,c'a—
Note: Signature of Secretary, Assistant By:
Secretary, ChiefFinancialOfficeror PrintedNam : Sinrn kolc bi
Assistant Treasurer is also required] Title: ('
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CALIFORNIA ALL-PURPOSE ACKNOWLEDGiNENT CIVIL CODE § 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document.
State of California
County of Los Angeles
on February 28th. 2020 before me, Marlene Valencia Notary Public,
Date Here Insert Name and Title of the Officer
personally appeared Sina Kokabi
Name(sj of Signer(e}
who 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/sh kMey executed the same in
his/her/their authorized capacity(ioej,and that by his/her/their signature(s}on the instrument the person(s),
or the entity upon behalf of which the person(e}acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph
is true and correct.
e., nwe enevn esaa WITNESS my hand a offieial seal.
zy.
NotaryPublic-Califomia
Las Anqeles Counry
Cammission%2251530
MyCamm.E+p resJu128.2022+ 19f1fltUfB
Signature of Notary Public
Place Notary Seal Above
OPTIONAL
Though this section is optional, completing this information can deter alferation of the document or
fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: ContraCt Document Date: 2/28/2020
Number of Pages: x Signer(s) Other Than Named Above: X
Capacity(ies) Claimed by Signer(s)
Signer's Name: Sir18 Kobabi Signer's Name: X
Corporate Officer — Title(s): Corporate Officer — Title(s):
Partner — Limited General Partner — Limited General
Individual Attorney in Fact Individual Attorney in Fact
Trustee Guardian or Conservator Trustee Guardian or Conservator
Other: Other:
Signer Is Representing: Signer Is Representing:
002014 National Notary Association •www.NationalNotary.org • 1-800-US NOTARY(1-800-876-682 Item#5907
Home Online Services License Detail Personnel List
OContractor's License Detail (Personnel List)
on[roctorLicenseN 1017559
ontactorName ACCl/RA7ECON5TRUCTION&DESIGNINC
Click on the person's name to see a more detailed page of information on
that person
re;ses;.rre tli e.;suc,n!ei 'vVi n
Name SINAKOKA81
Title RMO/CEOJPRES
Association Date 08/24/2016
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ATTACHMENT NO. 1
CALIFORNIA LABOR CODE
SECTIONS 1725.5, 1771, 1771.1, 1771.4, 1775, 1776, 1777.5, 1813 and 1815
Section 1725.5. Reeistration of contractors• mandatory reaistration• qualifications and aaalication;
fees: exempt contractors
A contractor shall be registered pursuant to this section to be qualified to bid on, be listed in a bid proposal,
subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any
public work contract that is subject to the requirements of this chapter. For the purposes of this section,
contrac[or" includes a subcontractor as defined by Section 1722.1.
a) To qualify for registration under this section, a contractor shall do all of the following:
1)(A) Register with the Department of Industrial Relations in the manner prescribed by the department and
pay an initial nonrefundable application fee of four hundred dollars ($400) to qualify for registration under
this section and an annual renewal fee on or before July 1 of each year thereafter. The annual renewal fee shall
be in a uniform amount set by the Director of Industrial Relations, and the initial registration and renewal fees
may be adjusted no more than annually by the director to support the costs specified in Section 17713.
B) Beginning June 1, 2019, a contractor may register or renew according to this subdivision in annual
increments up to three years from the date of registration. Contractors who wish to do so will be required to
prepay the applicable nonrefundable application or renewal fees to qualify for the number of years for which
they wish to preregister.
2) Provide evidence, disclosures, or releases as are necessary to establish all of the following:
A) Workers' compensation coverage that meets the requirements of Division 4 (commencing with Section
3200) and includes sufficient coverage for any worker whom the contractor employs to perform work that is
subject to prevailing wage requirements other than a contractor who is separately registered under this section.
Coverage may be evidenced by a current and valid certificate of workers' compensation insurance or
certification of self-insurance required under Section 7125 of the Business and Professions Code.
B) If applicable, the contractor is licensed in accordance with Chapter 9 (commencing with Section 70001 of
he Business and Professions Code.
C) The contractor does not have any delinquent liability to an employee or the state for any assessment o£
back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or
determination by a court or any federal,state, or local administrative agency, including a confirmed arbitration
award. However, for purposes of this paragraph, the contractor shall not be disqualified for any judgment,
order, or determination that is under appeal, provided that the contractor has secured the payment of any
amount eventually found due through a bond or other appropriate means.
D) The contractor is not currently debarred under Section 1777.1 or under any other federal or state law
providing for the debarment of contractors from public works.
E) The contractor has not bid on a public works contract, been listed in a bid proposal, or engaged in the
performance of a contract for public works without being lawfully registered in accordance with this section,
within the preceding 12 months or since the effective date of the requirements set forth in subdivision (e),
whichever is earlier. If a contractor is found to be in violation of the requirements of this paragraph,the period
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of disqualification shall be waived if both of the following are true:
i)The contractor has not previously been found to be in violation of the requirements of this paragraph within
the preceding 12 months.
ii)The contractor pays an additional nonrefundable penalty registration fee of two thousand dollars ($2,000).
b) Fees received pursuant to this section shall be deposited in the State Public Works Enforcement Fund
established by Section 17713 and shall be used only For the purposes specified in that section.
c) A contractor who fails to pay the renewal fee required under paragraph (1) oF subdivision (a) on or before
the expiration of any prior period of registration shall be prohibited from bidding on or engaging in the
performa ce of any contract for public work until once again registered pursuant to this section. If the failure
to pay the renewal fee was inadvertent, the contractor may renew its registration retroactively by paying an
additional nonrefundable penalty renewal fee equal to the amount of the renewal fee within 90 days of the
due date of the renewal fee.
d) If, after a body awarding a contract accepts the conhactor's bid or awards the contract, the work covered
by the bid or contract is determined to be a public work to which Section 1771 applies, either as the result of
a determination by the director pursuant to Section 1773.5 or a cour[decision,the requirements of this section
shall not apply, subject to the following requirements:
1)The body that awarded the contract failed, in the bid specification or in the contract documents,to identify
as a public work that portion of the work that the determination or decision subsequently classifies as a public
work.
2) Within 20 days following service of notice on the awarding body of a determination by the Director of
Industrial Relations pursuant to Section 1773.5 or a decision by a court that tl e contract was for public work
as defined in this chapter, the contractor and any subcontractors are registered under this section or are
replaced by a contractor or subcontractors who are registered under[his section.
3) The requirements of this section shall apply prospectively only to any subsequent bid, bid proposal,
contract, or work performed after the awarding body is served with notice of the determination or decision
referred to in paragraph (2).
e)The requirements of this section shall apply to any bid proposal submitted on or after March I,2015, to any
contract for public work, as defined in this chapter, executed on or after April 1, 2015, and to any work
performed under a contract for public work on or afrer January 1, 2018, regardless of when the contract for
public work was executed.
This section does not apply to work performed on a public works project of twenty-five thousand dollars
25,000) or less when the project is for construction, alteration, demolition, installation, or repair work or to
work performed on a public works project of fifteen thousand dollars ($15,000) or less when the project is for
maintenance work.
Section 1771. Pavment oF Seneral prevailine rate
Except for public works projects of one thousand dollars ($1,000) or less, not less than the general
prevailing rate of per diem wages for work of a similar character in the locality in which the public work is
performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work
fixed as provided in this chapter, shall be paid to all workers employed on public works.
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This section is applicable only to work performed under contract, and is not applicable to work carried
out by a public agency with its own forces. This section is applicable to contracts Iet for maintenance work.
Section 1771.1. Reeistration as a contractor or subcontractor required orior to bid submission;
exceptions; violations; penalties
a) A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the
requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for
public work, as defined i this chapter, unless curren[ly registered and qualified to perform public work
pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid
that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of
the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section
1725.5 at the time the contract is awarded.
b) Notice of the requirement described in subdivision (a) shall be included in all bid invitations and public
works contracts, and a bid shall not be accepted nor any contract or subcontract entered into without proof of
the contractor or subcontractor's current registration to perform public work pursuant to Section 1725.5.
c) An inadvertent error in listing a subcontractor who is not registered pursuant to Section 1725.5 in a bid
proposal shall not be grounds for filing a bid protest or grounds for considering the bid nonresponsive,
provided that any of the following apply:
1) The subcontractor is registered prior to the bid opening.
2) Within 24 hours after the bid opening, the subcontractor is registered and has paid the penalty registration
fee specified in subnaraQraoh (E) of paraeraoh (2) of subdivision (al of Section 1725.5.
3) The subcontractor is replaced by another registered subcontractor pursuant to Section 4107 of the Public
Contract Code.
d) Failure by a subcontractor to be registered to perform public work as required by subdivision (a) shall be
grounds under Section 4107 of the Public Contract Code for the contractor, with the consent of the awarding
authority,to substitute a subcontractor who is registered to perform public work pursuant to Section 1725.5 in
place of the unregistered subcontractor.
e) The department shall maintain on its Intemet Web site a list of contractors who are cunently registered to
perform public work pursuantto Section 1725.5.
fl A co tract entered into with any contractor or subcontractor in violation of subdivision (a) shall be subject
to cancellation, provided that a contract for public work shall not be unlawful, void, or voidable solely due to
the failure of the awarding body, contractor, or any subcontractor to comply with the requirements of Section
1725.5 or this section.
g) If the Labor Commissioner or his or her designee determines that a contractor or subcontractor engaged
in the performance of any public work contract without having been registered in accordance with this section,
the contractor or subcontractor shall forfeit, as a civil penalty to the state, one hundred dollars ($100) for each
day of work performed in violation of the registration requirement,not to exceed an aggregate penalty of eight
housand dollars ($8,000) in addition to any penalty registration fee assessed pursuant to clause (ii)
of suboaragrauh (E) of parasraph (21 of subdivision (al of Section 1725.5.
h)(1) In addition to, or in lieu of, any other penalty or sanction authorized pursuant to this chapter, a higher
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tiered public works contractor or subcontractor who is found to have entered into a subcontract with an
unregistered lower tier subcontractor to perform any public work in violation of the requirements of Section
1725.5 or this section shall be subject to forfeiture,as a civil penalty to the state,of one hundred dollars ($100)
for each day the unregistered lower tier subcontractor performs work in violation of the registration
requirement, not to exceed an aggregate penalty of ten thousand dollars ($10,000).
2) The Labor Commissioner shall use the same standards specified in subparaeraph (A) of paraeraph (2) of
subdivision(a) of Section 1775 when determining the severity of the violation and what penalty to assess, and
may waive the penalty for a first time violation that was unintentional and did not hinder the Labor
Commissioner's abili[y to monitor and enforce compliance with the requirements of this chapter.
3)A higher tiered public works conuactor or subcontractor shall not be liable for penalties assessed pursuant
to paragraph (1) if the lower tier subcontractor's performance is in violation of the requireme ts of Section
1725.5 due to the revocation of a previously approved registration.
4) A subcontractor shall not be liable for any penalties assessed against a higher tiered public works
contractor or subconfractor pursuant to paragraph(1). A higher tiered public works contractor or subcontractor
may not require a lower tiered subcontractor to indemnify or otherwise be liable for any penalties pursuant to
paragraph (1).
i) The Labor Commissioner or his or her designee shall issue a civil wage and penalty assessment, in
accordance with the provisions of Section 1741, upon determination of penalties pursuant to subdivision (g)
and subparagraph (B) of paragraph (1) of subdivision (h). Review of a civil wage and penalty assessment
issued under this subdivision may be requested in accordance with the provisions of Section 1742. The
regulations of[he Director of Industrial Relations, which govern proceedings for review of civil wage and
penalty assessments and the withholding of contract payments under Article 1 (commencing with Section
1720) and Article 2 (commencing with Section 1770), shall apply.
j)(1) Where a contractor or subcontractor engages in the performance of any public work contract without
having been registered in violation of the requirements of Section 1725.5 or this section, the Labor
Commissioner shall issue and serve a stop order prohibiting the use of the unregistered contractor or the
unregistered subcontractor on all public works until the unregistered contractor or unregistered subcontractor
is registered. The stop order shall not apply to work by registered contractors or subcontractors on the public
work.
2) A stop order may be personally served upon the contractor or subcontractor by either of[he following
methods:
A) Manual delivery of the order to the contractor or subcontractor personally.
B) Leaving signed copies of the order with the person who is apparently in charge at the site of the public
work and by thereafter mailing copies of the order by first class mail, postage prepaid to the contractor or
subcontractor at one of the following:
i) The address of the contractor or subcontractor on file with either the Secretary of State or the Contractors'
State License Board.
ii) If the contractor or subcontractor has no address on file with the Secretary of State or the Contractors'
State License Board, the address of the site of the public work.
3) The stop order shall be effective immediately upon service and shall be subject to appeal by the party
contracting with the unregistered contractor or subcontractor, by the unregistered contractor or subcontractor,
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or both. The appeal, hearing, and any further review of the hearing decision shall be govemed by the
procedures, time limits, and other requirements specified in subdivision (a) of Section 238.1.
4) Any employee of an unregistered contractor or subcontractor who is affected by a work stoppage ordered
by the commissioner pursuant to this subdivision shall be paid at his or her regular hourly prevailing wage
rate by that employer for any hours the employee would have worked but for the work stoppage,not to exceed
10 days.
k) Failure of a contractor or subcontractor, owner, director, officer, or managing agent of the contractor or
subcontractor to observe a stop order issued and served upon him or her pursuant to subdivision (j) is guilty
of a misdemeanor punishable by imprisonment in countyjail not exceeding 60 days or by a fine not exceeding
ten thousand dollars ($10,000), or both.
1) This section shall apply to any bid proposal submitted on or after March 1, 2015, and any contract for
public work entered into on or after April 1, 2015. This section shall also apply to the performance of any
public work, as defined in this chapter, on or after January 1, 2018, regardless of when the contract for public
work was entered.
m)Penalties received pursuant to this section shall be deposited in the State Public Works Enforcement Fund
established by Section 17713 and shall be used only for the purposes specified in that section.
n) This section shall not apply to work performed on a public works project of hventy-five thousand dollars
25,000) or less when [he project is for construction, alteration, demolition, installation, or repair work or[o
work performed on a public works project of fifteen thousand dollars ($I5,000) or less when the project is for
maintenance work.
Section 1771.4. Additional requirements when biddin¢ and awardinE public works contracts
a) All of the following are applicable to all public works projects that are otherwise subject to the
requirements of this chapter:
1) The call for bids and contract documents shall specify that the project is subject to compliance monitoring
and enforcement by the Department of Industrial Relations.
2) The awarding body shall post or require the prime contractor to post job site notices, as prescribed by
regulation.
3) Each contractor and subcontractor shall fumish the records specified in Section 1776 directly to the Labor
Commissioner, in the following manner.
A) At least monthly or more frequently if specified in the contract with the awarding body.
B) In a format prescribed by the Labor Commissioner.
4) If the contractor or subcontractor is not registered pursuant to Section 1725.5 and is performing work on
a project for which registration is not required because of subdivision (fl of Section 1725.5, the unregistered
contractor or subcontractor is not required to furnish the records specified in Section 1776 directly to the
Labor Commissioner but shall retain the records specified in Section 1776for at least three years after
campletion of the work.
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5) The department shall undertake those activities it deems necessary to monitor and enforce compliance
with prevailing wage requirements.
b) The Labor Commissioner may exempt a public works project from compliance with all or part of the
requirements of subdivision (a) if either of the following occurs:
1) The awarding body has enforced an approved labor compliance program, as defined in Section 1771.5, on
all public works projects under its authority, except those deemed exempt pursuant to subdivision (a) of
Section 1771.5, continuously since December 31, 2011.
2)The awarding body has entered into a collective bargaining agreement that binds all contractors performing
work on the project and that includes a mechanism for resolving disputes about the payment of wages.
c) The requirements of paragraph(1) of subdivision(a)shall only apply to contracts for public works projects
awarded on or after January 1, 2015.
d) The requirements of paragraph (3) of subdivision (a) shall apply to all contracts for public work, whether
new or ongoing, on or after January 1, 2016.
Section 1775. Penalties for violations
a)(1) The contractor and any subcontractor under the contractor shall, as a penalty to the state or political
subdivision on whose behalf the contract is made or awarded,forfeit not more than two hundred dollars ($200)
for each calendar day, or portion [hereof, for each worker paid less than the prevailing wage rates as
determined by the director for the work or craft in which the worker is employed for any public work done
under the contract by the contractor or, except as provided in subdivision (b), by any subcontractor under the
contractor.
2)(A) The amount of the penalty shall be determined by the Labor Commissioner based on consideration of
both of the following:
i) Whether the failure of the contractor or subcontractor to pay the correct rate of per diem wages was a good
faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the
contractor or subcontractor.
ii) Whether the contractor or subcontractor has a prior record of failing to meet its prevailing wage
obligations.
B)(i) The penalty may not be less than forty dollars ($40) for each calendar day, or portion thereof, for each
worker paid less than the prevailing wage rate, unless the failure of the contractor or subconh-actor to pay the
correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily
corrected when brought to the attention of the contractor or subcontractor.
ii) The penalty may not be less than eighty dollars ($80) for each calendar day, or portion thereof, for each
worker paid less than the prevailing wage rate, if the contractor or subcontractor has been assessed penalties
within the previous three years for failing to meet its prevailing wage obligations on a separate contract,unless
those penalties were subsequently withdrawn or overturned.
iii) The penalty may not be less than one hundred twenty dollars ($120) for each calendar day, or portion
thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner determines that
the violation was willful, as defined in subdivision (cl of Section 1777.1.
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C) If the amount due under this section is collected from the contractor or subconVactor, any outstanding
wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division 2 agai st that contractor
or subcon[ractor shall be satisfied before applying that amount to the penalty imposed on that contractor or
subcontractor pursuant to this section.
D) The determination of the Labor Commissioner as to the amount of the penalty shall be reviewable only
for abuse of discretion.
E) The difference between the prevailing wage rates and the amount paid to each worker for each calendar
day or portion thereof for which each worker was paid less than the prevailing wage rate shall be paid to each
worker by the contractor or subcontractor, and the body awarding the contract shall cause to be inserted in the
contract a stipulation that this section will be complied with.
b) If a worker employed by a subcontractor on a public works project is not paid the general prevailing rate
of per diem wages by the subcontractor, the prime contractor of the project is not liable for any penalties under
subdivision (a) unless the prime contractor had knowledge of that failure of the subcontractor to pay [he
specified prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of
the following requirements:
1) The contract executed between the contractor and the subcontractor for the performance of work on the
public works project shall include a copy of the provisions of this section and Sections 1771, 1776, 1777.5,
1813, and 1815.
2) The contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the
subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor.
3)Upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing
rate of wages, the contractor shall diligently take corrective action to halt or rectify the failure, including, but
not limited to,retaining sufficient funds due the subcontractor for work performed on the public works project.
4) Prior [o making final payment to the subconhactor for work performed on the public works project, the
contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the
subcontractor has paid the specified general prevailing rate of per diem wages to his or her employees on the
public works project and any amounts due pursuant to Section 1813.
c) The Division of Labor Standards Enforcement shall notify the contractor on a public works project within
15 days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a
subcontractor on that public works project to pay workers the general prevailing rate of per diem wages.
Section 1776. Pavroll records• retention• inspection: redacted information; aEencies entitled to receive
nonredacted copies of cerrified records: noncomuliance penalties; rules
a) Each contractor and subcontractor shall keep 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 joumeyman, apprentice, worker, or other employee employed by him or
her in connection with the public work. Each payroll record shall contain or be verified by a written declaration
that it is made under penalty of perjury, stating both of the following:
1) The information contained in the payroll record is true and correct.
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2) The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work
performed by his or her employees on the public works project.
b)The payroll records enumerated under subdivision(a)shall be certified and shall be available for inspection
at all reasonable hours at the principal office of the contractor on the £ollowing basis:
1)A certified copy of an employee's payroll record shall be made available for inspection or fumished to the
employee or his or her authorized representative on request.
2)A certified copy of all payroll records enumerated in subdivision(a) shall be made available for inspection
or furnished upon request to a representative of the body awarding the confract and the Division of Labor
Standards Enforcement of the Department of Industrial Relations.
3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request
by the public for inspection or for copies thereo£ However, a request by the public shall be made through
either the body awarding the contract or the Division of Labor Standards Enforcement.If the requested payroll
records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided
the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which
the request was made. The public may not be given access to the records at the principal office of the
contractor.
c) Unless required to be furnished directly to the Labor Commissioner in accordance with paraQraph (3) of
subdivision (a) of Section 1771.4, the certified payroll records shall be on forms provided by the Division of
Labor Standards Enforcement or shall contain the same information as the forms provided by the division.
The payroll records may consist of printouts of payroll data that are maintained as computer records, if the
printouts contain the same information as the forms provided by the division and the printouts are verified in
the manner specified in subdivision (a).
d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with
the entity that requested the records within 10 days after receipt of a written request.
e) Except as provided in subdivision (, any copy of records made available for inspection as copies and
fumished upon request to the public or any public agency by the awarding body or the Division of Labor
Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address,
and social security number. The name and address of the conuactor awarded the contract or the subcontractor
performing the contract shall not be marked or obliterated. Any copy of records made available for inspection
by, or fumished to, a multiemployer Tafr-Hartley trust fund (29 U.S.C. Sec. 186(c)(51) that requests the
records for the purposes of allocating contributions to participants shall be marked or obliterated only to
prevent disclosure of an individual's fiill social security number, but shall provide the last four digits of the
social security number. Any copy of records made available for inspection by, or furnished to, a joint labor-
management committee established pursuant to the federal Labor Ma agement Cooperatio Act of 1978 (29
U.S.C. Sec. 175a) shall be marked or obliterated only to prevent disclosure of an individual's social security
number.
fj(1) Notwithstanding any other provision of law, agencies that are included in the Joint Enforcement Strike
Force on the Underground Economy established pursuant to Section 329 of the Unemplovment Insurance
Code and other law enforcement agencies investigating viola[ions of law shall, upon request, be provided
nonredacted copies of certified payroll records. Any copies of records or certified payroll made available for
inspection and fumished upon request to the public by an agency included in the Joint Enforcement Strike
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Force on the Underground Economy or to a law enforcement agency investigating a violation of law shall be
marked or redacted to prevent disclosure of an individual's name, address, and social security number.
2) An employer shatl not be liable for damages in a civil action for any reasonable act or omission taken in
good faith in compliance with this subdivision.
g) The contractor shall inform the body awarding the contract of the location of the records enumerated under
subdivision (a), including the street address, city, and county, and shall, within five working days, provide a
notice of a change of location and address.
h) The conuactor or subcontractor has 10 days in which to comply subsequent to receipt of a written notice
requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to
comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose
behalf the contract is made or awarded, forfeit one hundred dollars ($100) for each calendar day, or portion
hereof, for each worker, until sh-ict compliance is effectuated. Upon the request of the Division oF Labor
Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is
not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply
with this section.
i) The body awarding the contract shall cause to be inserted i the contract stipulations to effectuate this
section.
Q) The director shall adopt rules consistent with the California Public Records Act(Chapter 3.5 (commencing
with Section 6250) of Division 7 of Title 1 of the Government Code) and the Information Practices Act of
1977 (Title 1.8 (commencing with Section 1798) of Part 4 of Division 3 of the Civil Code) governing the
release of these records, including the establishment of reasonable fees to be charged for reproducing copies
of records required by this section.
Section 1777.5. Emalovment of reaistered aaprentices; wases; standards; number; apprenticeable
craft or trade; exemptions; contributions; compliance proeram
a)(1) This chapter does not prevent the employment upon public works of properly registered
apprentices who are active participants in an approved apprenticeship program.
2) For purposes of[his chapter, "appren[iceship program" means a program under the jurisdiction of the
Califomia Apprenticeship Council established pursuant to Section 3070.
b)(1) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for
apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or
trade to which he or she is registered.
2) Unless otherwise provided by a collective bargaining agreement, when a contractor requests the dispatch
of an apprentice pursuant to this section to perform work on a public works project and requires the apprentice
to fill out an application or undergo testing, training, an examination, or other preemployment process as a
condition of employment, the apprentice shall be paid for the time spent on the required preemployment
activity, including travel time to and from the required activity, if any, at the prevailing rate of per diem wages
for apprentices in [he trade to which he or she is registered. Unless otherv ise provided by a collective
bargaining agreement, a contractor is not required to compensate an apprentice for the time spent on
preemployment activities if the apprentice is required to take a preemployment drug or alcohol test and he or
she fails to pass that test.
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c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have
been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written
apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 aze eligible to be
employed at the apprentice wage rate on public works. The employment and training of each apprentice shall
be in accordance with either of the following:
1) The apprenticeship standards and apprentice agreements under which he or she is training.
2) The rules and regulations of the Califomia Apprenticeship Council.
d) If the contractor to whom the contract is awarded by the state or any political subdivision, in performing
any of the work under the contract, employs workers in any apprenticeable crafr or trade, the contractor shall
employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program
in the craft or trade that can provide apprentices to the site of the public work for a certificate approving the
contractor under the apprenticeship standards for the employment and training of apprentices in the area or
industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall
be subject to review by the Administrator of Apprenticeship. The apprenticeship program or programs,upon
approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered
by an apprenticeship program's standards shall not be required to submit any additional application in order
to include additional public works contracts under that program. "Apprenticeable craft or trade," as used in
this section, means a craft or trade determined as an apprenticeable occupation in accordance with rules and
regulations prescribed by the Califomia Apprenticeship Council.As used in this section, "contractor"includes
any subcontractor under a contractor who performs any public works not excluded by subdivision (o).
e) Before commencing work on a contract for public works, every contractor shall submit contract award
information to an applicable apprenticeship program that ca supply apprentices to the site of the public work.
The information submitted shall include an estimate ofjourneyman hours to be performed under the contract,
the number of apprentices proposed to be employed, and the approximate dates [he apprentices would be
employed. A copy of this infortnation shall also be submitted to the awazding body, if requested by the
awarding body.Within 60 days after concluding work on the contract, each contractor and subcontractor shall
submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the
journeyman and apprentice hours performed on the contract. The information under this subdivision shall be
public. The apprenticeship programs shall retain this information for 12 months.
The apprenticeship program supplying apprentices to the area of the site of the public work shall ensure
equal employment and affirmative action in apprenticeship for women and minorities.
g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the
public work may be no higher than the ratio stipulated in the apprenticeship standards under which the
apprenticeship program operates if the contractor agrees to be bound by those standards. However, except as
otherwise provided in this sec[ion, in no case shall the ratio be less than one hour of apprentice work for every
five hours of joumeyman work.
h) This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when
any joumeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the
day by joumeymen so employed. Any work performed by a joumeyman in excess of eight hours per day or
40 hours per week shall not be used to calculate the ratio. The contractor shall employ apprentices for the
number of hours computed as above before the end of the contract or, in the case of a subcontractor, before
the end of the subcontract. However, the contractor shall endeavor, to the greatest extent possible, to employ
apprentices during the same time period that the joumeymen in the same craft or trade are employed at the
Attachment No. 1
Page 10 of 13
jobsite. When an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Administrator of
Apprenticeship, upon application of an apprenticeship program, may order a minimum ratio of not less than
one apprentice for each five joumeymen in a craft or trade classification.
i)A contractor covered by this section who has agreed to be covered by an apprenticeship program's standards
upon the issuance of the approval certificate, or who has been previously approved for an apprenticeship
program in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to joumeymen
stipulated in the applicable apprenticeship standards, but in no event less than the 1-to-5 ratio required by
subdivision (g).
j) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or lrade in the
state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every
five hours of labor performed by joumeymen, the Administrator of Apprenticeship may grant a certificate
exempting the contractor from the 1-to-5 hourly ratio, as set forth in this section for that craft or trade.
k)An apprenticeship program has the discre[ion to grant to a participating contractor or contractor association
a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting the
contractor from the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions
is met:
1) Unemployment for the previous three-month period in the area exceeds an average of 15 percent.
2) The number of apprentices in training in the area exceeds a ratio of 1 to 5.
3)There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of itsjourneymen
annually through apprenticeship training, either on a statewide basis or on a local basis.
4) Assignment of an apprentice to any work performed under a public works contract would create a
condition that would jeopardize his or her life or the life, safety,or property of fellow employees or the public
at large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be
provided by a joumeyman.
1) If an exemption is granted pursuan[ to subdivision (k) to an organization that represents contractors in a
specific trade from the 1-[0-5 ratio on a local or statewide basis, the member contractors shall not be required
to submit individual applications for approval to local joint apprenticeship committees, if they are already
covered by the local apprenticeship standards.
m)(1) A contractor to whom a contract is awarded, who, in performing any of the work under the contract,
employs joumeymen or apprentices in any apprenticeable crafr or trade shall contribute to the California
Apprenticeship Council [he same amount that the director determines is the prevailing amount of
apprenticeship training contributions in the area of the public works si[e. A contractor may take as a credit for
payments to the council any amounts paid by the contractor to an approved apprenticeship program that can
supply apprentices to the site of the public works project. The contractor may add the amount of the
contributions in computing his or her bid for the contract.
2)(A) At the conc(usion of the 2002-03 fiscal year and each fiscal year thereafter, the California
Apprenticeship Council shall distribute training contributions received by the council under this subdivision,
less the expenses of the Department of Industrial Relations for administering this subdivision, by making
grants to approved apprenticeship programs for the purpose of training apprentices. The grant funds shall be
distributed as follows:
Attachment No. 1
Page 11 of 13
i) If there is an approved multiemployer apprenticeship program serving the same crafr or trade and
geographic area for which the training contributions were made to the council, a grant to that program shall
be made.
ii) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade
and county for which the training contributions were made to the council, the grant shall be divided among
those programs based on the number of apprentices from that county registered in each program.
iii) All training confributions not distributed under clauses (i) and (ii) shall be used to defray the future
expenses of the Department of Industrial Relations for the administration and enforcement of
apprenticeship and preapprenticeship standards and requirements under this code.
B) An apprenticeship program shall only be eligible to receive grant funds pursuant[o this subdivision if the
apprenticeship program agrees, prior to the receipt of any grant funds, to keep adequate records that document
the expenditure of grant funds and to make all records available to the Deparhnent of Industrial Relations so
that the Department of Industrial Relations is able to verify that grant funds were used solely for training
apprentices. For purposes of this subparagraph, adequate records include, but are not limited to, invoices,
receipts, and canceled checks that account far the expenditure of grant funds. This subparagraph shall not be
deemed to require an apprenticeship program to provide the Department of Industrial Relations with more
documentation than is necessary to verify the appropriate expenditure of grant funds made pursuant to this
subdivision.
C) The Department of Industrial Relations shall verify that grants made pursuant to this subdivision are used
solely to fund trai ing apprentices. If an apprenticeship program is unable to demonstrate how grant funds are
expended or if an apprenticeship program is found to be using grant funds for purposes other than training
apprentices, then the apprenticeship program shall not be eligible to receive any future grant pursuant to this
subdivision and the Department of Industrial Relations may initiate the process to rescind the registration of
the apprenticeship program.
3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship
Training Contribution Fund, which is hereby created in the State Treasury. Upon appropriation by the
Legislature, all moneys in the Apprenticeship Training Contribution Fund shall be used for the purpose of
carrying out this subdivision and to pay the expenses of the Department of Ind'ustrial Relations.
n) The body awarding the contract shall cause to be inserted in the contract stipulations to ef'fectuate this
section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable
occupations with the prime contractor.
o) This section does not apply to contracts of general contractors or to contracts of specialty contractors not
bidding for work through a general or prime contractor when the contracts of general contractors or those
specialty contractors involve less than thirty thousand dollars ($30,000).
p)An awarding body that implements an approved labor compliance program in accordance with subdivision
b) of Section 1771.5may, with the approval of the director, assist in the enforcement of this section under the
terms and conditions prescribed by the director.
Section 1813. Forfeiture for violations: contract stipulation; reaort of violations
The contractor or subcontractor shall, as a penalty to the state or political subdivision on whose behalf the
contract is made or awarded, forfeit twenty- five dollars ($25) for each worker employed in the execution of
Attachment No. I
Page 12 of 13
the contract by the respective contractor or subcontractor for each calendar day during which the worker is
required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar
week in violation of the provisions of this article. In awarding any contract for public work, the awarding
body shall cause to be inserted in the contract a stipulation to this effect. The awarding body shall take
cognizance of all violations of this article committed in the course of the execution of the contract, and shall
report them to the Division of Labor Standards Enforcement.
Section 1815. OverHme
Notwithstanding the provisions of Sections 1810 to 1814, inclusive, of this code, and notwithstanding any
stipulation inserted in any contract pursuant to the requirements of said sections, work performed by
employees of contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted
upon public work upon compensatio for all hours worked in excess of 8 hours per day at not less than 1 '/
times the basic rate of pay.
Attachment No. 1
Page 13 of 13
ATTACHMENT NO. 2
CALIFORNIA PUBLIC CONTRACT CODE SECTION 9204
Section 9204. Legislative findings and declarations regarding timely and complete payment of
contractors for public works projects; claims process (Ef£ January 1, 2017)
a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that
all construction business performed on a public works project in the state that is complete and not in dispute
is paid in full and in a timely manner.
b)Notwithstanding any other law,including,but not limited to,Article 7.1 (commencing with Section 10240)
of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing
with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection
with a public works project.
c) For purposes of this section:
1) "Claim" means a separate demand by a contractor sent by registered mail or certified mail with retum
receipt requested, for one ar mare of the following:
A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed
by a public entity under a contract for a public works project.
B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the
contractor pursuant to the contract for a public works project and payme t for which is not otherwise expressly
provided or to which the claimant is not otherwise entitled.
C) Payment of an amount that is disputed by the public entity.
2) "Contractor" means any type of contractor within the meaning of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public
entity for a public works project.
3)(A) "Public entity" means, without limitation, except as provided in subparagraph (B), a state agency,
department, office, division, bureau, board, or commission, the Califomia State University, the University of
Califomia, a city, including a charter city, county, including a charter county, city and county, including a
charter city and wunty, district, special district, public authority, political subdivision, public corporation, or
nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the
public agency.
B) "Public entity" shall not include the following:
i) The Department of Water Resources as to any project under the jurisdiction of that department.
ii) The Deparhnent of Transportation as to any project under the jurisdiction of that department.
iii) The Deparhnent of Parks and Recreation as to any project under the jurisdiction of that department.
iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction
pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
Attachment No. 2
Page 1 of 3
v) The Military Depar[ment as to any project under the jurisdiction of that department.
vi) The Department of General Services as to all other projects.
vii) The High-Speed Rail Authority.
4) "Public works projecY' means the erection, construction, alteration, repair, or improvement of any public
structure, building, road, or other public improvement of any kind.
5)"Subcontractor"means any type of contractor within the meaning of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or
is a lower tier subcontractor.
d)(1)(A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall
conduct a reasonable review of the claim and,within a period not to exceed 45 days, shall provide the claimant
a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon
receipt of a claim, a public entity and a contractor may,by mu[ual agreement, extend the time period provided
in this subdivisio.
B) The claimant shall furnish reasonable documentation to support the claim.
C) If the public entity needs approval from its goveming body to provide the claimant a written statement
identifying [he disputed portion and the undisputed portion of the claim, and the governing body does not
meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent
by registered mail or certified mail, return receipt requested, the public entity shall have up to three days
following the next duly publicly noticed meeting of the governing body afrer the 45-day period, or extension,
expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion.
D)Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after
the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph
3) shall apply.
2)(A) If[he claimant disputes the public entity's written response, or if the public entity fails to respond to a
claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an
informal conference to meet and con£er for settlement of the issues in dispute. Upon receipt of a demand in
writing sent by registered mail or certified mail, retum receipt requested, the public entity shall schedule a
meet and confer conference within 30 days for settlement of the dispute.
B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any
portion of the claim remains in dispute, the public entity shall provide the claimant a written statement
identifying the portion of the claim that remains in dispute and the portion that is undisputed. My payme t
due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity
issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall
be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs
equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the
disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each
party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with
regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective
mediator in connection with the selection of the neutral mediatoc If inediation is unsuccessful, the parts of
the claim remaining in dispute shall be subject to applicable procedures outside this section.
Attachment No. 2
Page 2 of 3
C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to,
neutral evaluation or a dispute review board, in which an independent third party or board assists the parties
in dispute resolution through negotiation or by issuance of an evaluation.Any mediation utilized shall conform
to the timeframes in this section.
D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted
pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation
has been commenced.
E) This section does not preclude a public entity from requiring arbitration of disputes under private
arbitration or the Public Works Contract Arbitration Progam, if inediation under this section does not resolve
the parties' dispute.
3) Failure by the public entity to respond to a claim from a contractor within the time periods described in
this subdivision or to otherwise meet the time requirements of this section shall result in the claim being
deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded
to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse
finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
4)Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity
because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of
a subcontractor or lower tier subcontractor.A subcontractor may request in writing, either on their own behalf
or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed
by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor
requesting that the claim be presented to the public entity shall furnish reasonable documentation to support
the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in
writing as to whether the contractor prese ted the claim to the public entity and, if the original contractor did
not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public
works project that may give rise to a claim under this section.
fl A waiver of the rights granted by this section is void and contrary to public policy,provided,however, that
1)upon receipt of a claim,the parties may mutually agree to waive, in writi g,mediation and proceed directly
to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may
prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to
the provisions of[his section, so long as [he contractual provisions do not conflict with or otherwise impair
the timeframes and procedures set forth in this section.
g) This section applies to contracts entered into on or after January 1, 2017.
h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available
through a competitive application process, for the failure of an awardee to meet its contractual obligations.
i) This section shall remain in effect only until January 1, 2027, and as of that date is repealed, unless a later
enacted statute, that is enacted before January 1, 2027, deletes or extends that date.
Attachment No. 2
Page 3 of 3
INFORMAL BID PROPOSAL
FOR
POLICE HEADQUARTERS EMERGENCY OPERATIONS CENTER REMODEL
BID NO. 190-20 PROJECT: SP-4119
BIDS DUE: 2:00 PM,Thursday,December 12,2019
PLACE: City Clerk's Office,City of Orange,300 E.Chepman Avenue
TIME OF COMPLETIOIV: SIXTY(60)Calendar Days
PLANS&SPECS AVAILABLE AT: Public Works Dept.,300 E.Chapman Avenue
WST:25.00(S35.OQ if mailed)
BID INQUIRIES: 7I4)744-5527
CTl'Y OF ORANGE
DEPARTMENT OF PUBLIC WORKS
t
F o
U;•''''••.n"cn
o; A;9•.,
y0`•...9SL4tgPV cA1%(jT`(
INDEX
I. NOTICE INVITING BIDS(Legal Notice).....................................................................LN-1
2. PROPOSAI.....................................................................................................................P-I to P-11
3. ATTACHIVIENT 1: Project Special Provisians.........................................................SP-0 to SP-19
4. ATTACHMENT 2: Project Technical Specifications............................................._TS-1 to TS-82
5. APPENDIX A: Performance Bond Payment Bond and Sample Contract
6. APPENDIX B: Construction Plans
7. APPENDIX C: Audio Visual P(an Set(for reference anly)
November2019
Prepared Bv:
i-iN-z Y
Eduardo Lapez,P .Senior Civil Engineer Date
Approved Hy:
y Copy No.
un,City Engineer Date
Checked by
LEGAL NOTICE
Sealed bids are being invited under Bid No.190-20: SP-4119; Emer¢encv Oaerations Center Remodel, in
accordance with bid forms and specifications available at the office of the City Engineer,300 East Chapman Avenue,
Orange, Califomia, 92866, at a NON-REFi1NDABLE cost of$15.00 $( 25.00 if mailed). The publication, "City of
Orange Standard Plans and Specifications,"]atest edition and addendum(a)shall govem the work under this contract,
and a copy of the Ciry publication is available at the office of the City Engineer at a NON-REFCiNDABLE chazge of
12.00($15.00 if mailed).
Sealed paper bids will be received until 2:00 PM.December 12,2019, (Thursdavl in the office of the City Clerk,
City of Orange,300 E.Chapman Avenue,Orange,Califomia,92866-159L Bids will be publicly opened and read in
Conference Room C,by the Purchasing Officer. All bids will be presen[ed to the City Council on February 1],2019
uesda .
Contract documents may also be examined in the office of the Facilities Manager and Orange Police Department.
The City reserves the right to reject any or all bids,[o reject any item in a bid unless an"all or none"basis is specified
or to waive any informality or teclmicality in the bids received.
The bidder selected by the City for the awazd of a conh act for this Project must be properly licensed by the]aws of
the State of Califomia as a General Buildine Contrector fClass Bl at the time of submitting its bid. The City will
reject the bid of a bidder as being non-responsive if the bidder does not hold tt e requisite contractor's license at the
time of submitting its bid; such a bidder shall be subject to all legal penalHes imposed by law, including, but not
limited to,any appropdate disciplinary action by the Contracrors'State License Board. In addition,each subconhactor
listed by the bidder shall possess,both at the time of the award of a contract to the bidder and at all times when work
is pedormed,a valid contractor's license for the appropria[e classification necessary to perform the work for w6ich
that subcontractor is listed. Failure of the bidder to deliver evidence to the City prior to the awazd of a contract for
this Project that every subcontractor listed by the bidder is properly licensed for the classification necessary to pedorm
the work for which that subcontractor is listed, shall constitute a failure to execute the contract and may subject the
bidder to all legal penalties imposed by law,including,but not limited to,forfeiture of the security of the bidder.
In lieu of the City's retaining a portion of progress paymen[s due to a Contracror,the Contractor may elect to deposit
qualifying securities equivalent to the amount to be held. Upon such deposit under an escrow agreement, the funds
must be released. The Public Conhac[ Code specifies the exact fonn of escrow agreement (Public Contract Code
Section 22300,Subdivision E).
The Contractor shal]be regis[ered with Department of Indus[rial Relations (DIR), the State of Califomia per Labor
Code Section 177.1(a)at the time of bid. This project is subject to compliance monitoring and enforcement by DIR.
Please note a pre-bidjob walk is scheduled for November 2Q 2019,at 10:00 a.m.The bid walk will begin in the Lobby
at 1107 N. Batavia Street., Orange, CA 92867 to participate.Attendance is not mandatory bu[strongly encouraged
and will allow con[ractors to see the projec[and ask questions.Answers to ques[ions will be provided in an addendum,
if necessary. No ques[ions or reques[for information(RFI)will be accepted after 5:00 pm Thursday,November 28,
2019.Ques[ions may be sent via e-mail to mlorenznen@cityoforange.org.
CITY OF ORANGE
PUBLIC WORKS DEPARTMENT
300 E.CHAPMAN AVENUE
ORANGE,CALIFORNIA 92866-1591
714)744-5544
PUBLISHED"ORANGE CITY NEWS":
November 14.2019
November2I,2019
Company Name(Bidder)
PROPOSAL
TO THE CITY COUNCIL OF Ti-IE CITY OF ORANGE:
In compliance with the notice inviting bids,plans,specifications and other conhact documents for the construction of
Bid No. 190-20: SP-4119; Police Headauarters Emereencv Ooerations Center Remodel, the undersigned has
carefully e camined: the location of the proposed work, character, quality and quantity of work to be pedonned,
conditions to be encountered,materials to be fumished and as to the requirements of the plans,specifications and other
contract documents;agrees that submission of a proposal shall be considered prima facie evidence that the bidder has
made such examination; and proposes to fumish all labor,materials,tools,and equipment necessary to complete the
work in accordance with said plans, specifications and other contract documents at the following unit or lump sum
prices set forth in the schedule.
If awazded the contract,the undersigned agrees to couunence the work on under the contract within ten(10)days after
the date of contract,and complete said work for Proiect SP-4119,within Sixtv(601 calendar days from the first day
of commencement of such work unless legal exteasion is granted in accordance with the terms set forth in the
specifications.
The undersigned agrees that the foregoing estimate of quantities of work to be done and materials to be fwnished are
approximate on(y,being given as basis for the comparison of bids.
The undersigned agrees that the City will not be held responsible if aay of the approximate quantities shown in the
foregoing proposal shall be found incorrect,and shall not make any claim for damages or for loss of profits because
of a difference behveen the quan[ities of the various classes of work as estimated and the work actualty done. If any
ertor,omission or mis-statement shall be discovered in the esrimated quantities,it shall not invalidate this con4act or
release the undersigned from the execuGon and completion of the whole or part of the work herein specified, in
accordance with the specifications and the plans herein mentioned and [he prices herein agreed upou and fixed
therefore, or excuse him from any of the obligations or liabilities hereunder, or entitle him to auy damages or
compensatiou otherwise than as provided for in this conhact.
The undersigned agrees that the CiTy shall have the right to increase or decrease the quantity of any bid item or portion
of the work or to omit portions of the work as may be deemed necessary or expedient, and that the payment for
incidental items of work not separately provided in the proposal shall be considered included in the price bid for other
various items of work.
Acwmpanying[his proposal is 1
NOTICE: Insert the words"Cash","Certified Check",or"Bidde2s Bond",as the case may be,in an amount equal to
at least 10 percent of the total bid price,payable to the City of Orange[o guarantee that the bidder will,if awarded the
contract,promptly execute such contract in acwrdance with the proposal and in the manner and form required by the
contrac[documents,and will furnish good and su cient bonds for the faithful perfoanauce of the same.
The undersigned deposits the above named security as a proposal guaranty and agrees that it shall be forfeited to the
Ciry of Orange as liquidated damages in case this proposal is withdrawn by the undersigned and the undersigned shall
fail to execute a contract for doing said work and to fumish good and sufficient bonds in the form set forth in [he
specifications and contract documents of the City,with surety satisfactory to the City within 15 days after the bidder
has received written notice of the award of the conhact;otherwise,said securiry shall be relumed[o the undersigned.
P-2
Bidder hereby declazes in writing, under penalty of perjury that all employees who will be performing ]abor,
maintenance, delivery, installation or repaiq will be those who are legally entitled to live and work in the United
States. Further, the bidder as employer agrees to provide documentary proof of such eligibiliry(when requested by
the City of any other authorized entity or agency).
Bids aze to be submitted£or the enfue work.The amount of the bid for compazison pucposes will be the total of all items.
The bidder shall set forth for each unit basis item of work a unit price and a rotal for the item, and for each lump sum
item a total for the item,all in clearty legible figures in[he respecfive spaces provided for that pucpose. In the case of
unit basis items, the amount set forth wder the "Item TotaC' column shall be the pmduct of the unit price bid and the
estimated quantity for the item. In case of discrepancy between the unit price and the total set forth for a unit basis item,
the unit price shal]prevail,except as provided in(a)or(b),as follows:
a) If the amount set forth as a unit price is unreadab(e or otherwise unclear, or is omitted, or is the same as the
amount as the entry in the item total columq Ihen the amount set forth in the item total mlucnn for the item shall prevail
and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price;
b) (Decimal Eaors) If the product of the entered uni[price and the esHmated quantiry is exactly offby a factor of
teq one hundred, etc.,or one-tenth, or one-hundredth, etc. from the en[ered total, the discrepancy will be reso(ved by
using the entered unit price or item total,whichever most closely approximates percentage wise the unit price or item
total in the City of Orange Fina(Estimate of cost.
If both the unit price and the item total are unreadable or otherwise unclear, or are omitted, the bid may be deemed
imgulac Likewise if the item total for a]ump sum item is unreadable or otherwise unclear,or is omitted,the bid may
be deemed'uregulaz un(ess the project being bid has o ly a single i[em and a clear,readable total bid is provided.
Symbols such as commas and dollaz signs will be ignored and have no mathematical significance in establishing any
unit price or item total or lump sums. Written unit prices,item totals and lump sums will be intecpreted according to
the number of digits and, if applicable, decimal placement Cents symbols also have no significance in establishiag
any wit price or item total since all figures are assumed to be expressed in dollars and/or decimal&actions of a dollar.
Bids on lump sum items shall be item totals only; if any unit price for a lump sum item is included in a bid and it
differs Gom the item total,the items total shall prevail.
1'he foregoing provisions for the resolution of specific irregulari6es carmo[ be so comprehensive as to cover every
omission,inco vsisteucy,eaor or other irsegulazity which may occur in a bid.My situation not specifically provided for
will be determined in the discretion of the City of Orenge,and that discretion will be exemised in the manner deemed
by the City of Orange, to best protect the public interest in the promp[and economical compleHon of the work. The
decision of the City of Orange respecting tUe amount of a bid,or the existence or heatment of an irregulaziry in a bid,
shall be final.
P-3
PROPOSALSCHEDULE
Police Headquarters Emergency Operations Center Remodel
Bid No.190-20; SP-4119)
ITEM
QUANTITY
UNIT PRICE
U]VTT PRICE TOTAL
NO. TO BE WRITTEN IN WORDS
I 1 LS EOC REMODEL PER PLANS
AND SPECIFICATIONS.
dollars
And cen[s
TOTAL BID AMOUNT
TOTAL BID AMOUNT WRITTEN IN WORDS:
LEGEND OF UNITS
LS=LUMP SUM
P-4
INFORMATION REQUIRED OF BIDDER
The bidder is required[o supply Ihe following infoanation. Additional sheets may be attached if necessary.
I. State the number of consecutive years of expedence as a licensed general building contractor holding a Class A
license in the State of California:
2. List at least three(3)projects you have completed as[he prime conhactor tl at aze similar to the pmject that is the
subject of this invitation to bid in[enns of construction type and/or method,size of project with respect to area or
volume,and contract dollaz amount. Such experience shall have been acquired within the past seven(7) years
prior to the date oFsubmittal of this bid:
CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED NAME,ADDRESS and PHONE
NUMBER OF OWNER
1.
2.
3.
4.
5.
6.
3. FortheprojectsyouhavedescribedinItemNo.2,above,pleasegiveadescdptionofthescopeofworkperformed
by you as the prime contractor:
l.
2.
3.
4.
5.
6.
4. If requested by[he City of Orange,the Bidder shall fumish a notarized financial sta[ement,financial data,or other
information and references sufficiently comprehensive to pecmit an appraisal of his current financial conditions.
5. Bidder shall signify receipt of all Addenda here,if any. (NOTE: Any verbal instrucrions given to bidder inquiries
in the fosm of addenda will be acknowledged by[he bidders on wri[[en addenda available at Ihe place of Ihe bid
opening 30 minutes prior ro the bid opening.)
ADDENDUM DATE RECEIVED BIDDER'S SIGNATURE
P-5
LIST OF SUBCONTRACTS
A. The undersigned intends to subcontract a portion of this project to the following subcontracts(Note:Refer to
Sec[ion 23 of the Standard Specifications and Sec[ion 4100 through 4113 of tlie Califomia ConVact Code for
SUBCONTRACT DISCLOSURE REOUIREMENTS.
W
NAMEOFSUBCOMItACiOR LICENSE BIOITEMNUMBEIt(a)PBRCENTOF 'm ESCNBEWOAKWHENLESSTf1AN100Y.OF SAMOUNT
ANDADDR[SS NO. BIDIIEM sWy IVORKI55UBHLD BASEDON9IU
IRMGNUMBER SUBBED u,d AMOUNT
B. TUe undersigned DOES NOT INTEND to subcontract any portion of this project.
NOTE: The bidder shall check Box A or B as applicable. If the bidder does not check either box,it will be deemed that he has checked Box B.
Signature ofthe Bidder
P-6
PUBLIC CONTRACT CODE
Public Contract Code Section 10285.1 Statement
In conformance wi[h Public Con[rac[Code Sec[ion 102851 (Ghapter 376,Sta[s. 1985),[he bidder hereby dedazes
under penalty of perjury under the laws of the State of Califomia that the bidder Las_,has not_been
convicted
within the preceding tluee years of any offenses referred to in that section,including any charge of fraud,bribery,
collusion,conspiracy,or any other act in violation of any state or Federal antitrust law in connection with the
bidding upoq award of,or performance of,any public works convact,as defined in Public Conhact Code Secuo¢
1101,with any public entiry,as defined in Public Conhact Code Section 110Q incWding the Regents of the
University of Califomia or the Trustees of[he Califomia State University. The[ertn"bidder"is unders[ood to
include any partner,member,officer,director,responsibte managing officer,or responsible managing employee
thereof,as referred to in Section 10285.1.
Note:The bidder must place a check mark after"Las"or"has not"in one of the blank spaces provided.
The above Statement is part of the Proposal. Signing this Proposal on the signature por[ion thereof shall also
constitute signature of this Statement Bidders are cautioned that making a false certification may subject the
certifier to criminal prosecution.
Public Contract Code Secfion 10162 Quesfionnaire
In conformance with Public Contract Code Section ]0162,the Bidder shall complete,under penalty of perjury,the
following questionnaire:
Has the bidder,any officer of the bidder,or any employee of the bidder who has a proprietary interest in the bidder,
ever been disqualified,removed,or otherwise prevented from bidding on,or completing a federal,state,or local
govemment project because of a violarion of law or a safety regulation?
Yes_ No_
If the answer is yes,explain[he circums[ances in Ihe following space.
Public Contract Code 10232 Statement
In conformance with Public Contract Code Section 10232,the Contracror,hereby states under penalty of perjury,
that no more than one final unappealable finding of contempt of court by a federal court has been issued against the
Contractor wititin the immediately preceding two year period because of the Conhactor's failure to comply with an
order of a federal court which orders the Conhactor to compty with an order of[he National Labor Relations Board.
Note: The above Statement and Questionnaire are part of the Proposal. Signing this Pmposal on the
signature portion thereof shall also constimte signature of this Statement and Quesrionna've.
Bidders are cautioned that making a false certification may subject the certifier to criminal
prosecution.
P-7
Noncollusion Affidavit
Title 23 Uni[ed States Code Section 112 and
Public Contract Code Secrion 710
To the CI1'Y OF ORANGE—DEPARTMENT OF PUBLIC WORKS
In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder
declares tk at the bid is not made in the interest of, or on behalf of, any undisclosed person, paztnership,
company,association,organizatioq or corporation;that the bid is genuine and not col(usive or sham;that the
bidder has not directly or indirectty induced or solicited any other bidder to put in a false or sham bid,and
has not directly or indirectly colWded,conspired,cou vved,or agreed with any bidder or anyone else to put
in a sham bid,or that anyone shall refrain from bidding;that the bidder has not in any manner, directly or
indirect(y,sought by agreement,commuuicatioq 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[o secure any advantage against the public body awazding the contract of anyone interested in[he
proposed contract; that all statements contained in the bid aze true; and, furthey that the bidder 6as not,
direc[ly or iudirectly, submitted lus or her bid price or any breakdown thereof, or the contents thereof, or
diwlged information or data relative thereto, or paid, and will not pay, any fee to any corporatioq
paztnership, company association, organizadon, bid depository, or to any member or agent thereof to
effectuate a collusive or sham bid.
Note: The above Noncollusion Affidavi[is paR of[he Proposal. Signing[his Proposal on the
signature portion thereof shall also constitute signature of this Noncollusion Affidavit.
Bidders are cautioned that making a false certi6cation may subject the certifier to criminal prosecufion
P-8
DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49,CODE OF FEDERAL REGULATIONS,PART 29
The bidder,under penalty of pequry, certifies that,except as noted below,he/she or any o[her person
associated[herewith in the capacity of owner,partner, director, officer,manager:
is not currently under suspension,debarment,voluntary exclusion, or detemuna[ion of
ineligibility by any Federal agency;
has not been suspended, debarred,voluntazily excluded or determined ineligible by any Federal
agency within the past 3 years;
does not have a proposed debamient pending; and
has not been iudicted, convicted, or had a civil judgement rendered against it by a cour[of
competentjurisdiction in any mat[er involving fraud or official misconduct within the past
3 years.
If there aze any exceptions to this certification, inser[the excep[ions in the following space.
Exceptions will not necessarily result in deuial of award,bu[will be considered in determining bidder
responsibility. For any exceprion noted above,indicate below to whom it applies,initiaring agency, and
dates of action.
Notes: Providing false information may resul[in criminal prosecu[ion or adminis[rative sanc[ions.
The above cer[ification is part of the ProposaL Signing this Proposal on the signature portion
thereof shall also constitute signature of this CeRification.
P-9
The undersigned bidder hereby represents as follows:
That no Councilman,o cer,ageot,or employee of the City of Orauge,is personally interested,directly or indirectly,in
the Contract,or the compensation to be paid hereunder.
That this bid is made without connection with any persoq firm or corporafion making a bid for the same work,and is in
all respects fair,aud without wllusion or fraud.
By my signature on tltis proposal I certify,under penalty of perjury under the laws of the State of Califomia,Ihat[he
foregoing questionnaire and statements of Public Contract Code Sections 10162,10232 and 10285.1 aze hue and coaea
and that the bidder has complied with the requirements of Section 8103 of the Fair Employment and Housing
Commission Regulations(Chapter 5,Title 2 of the Califomia Administrative Code).By my signature on Ihis proposa(I
further certify,under penalty of pe ury under the laws of the State of Califomia and the United States of America,that
the Noncollusion P.ffidavit required by Title 23 United States Code,SecHon 112 and Public Conhact Code Section 7106;
and the Title 49 Code of Federal Regulations,Part 29 Debarment and Suspension CertiScation aze hve aud cocrect.
Date:
19 1
He re
Signature and Title of Bidder
If an individual,so state. If a firm or co-partnerslilp,state the fum name and give the names of all individual co-pactners
composing the fimi. If a corporafioq state legal name of cocporation,also names of President,Secretary,Treasurer and
Manager thereo.
NAME OF BIDDER
BUSINESS P.O.BOX
CITY,STATE,ZIP
BUSINESS STREET ADDRESS
Please include even if P.O.Box is used)
CITY,STATE,ZIP
PLACE OF BUSINESS(Include City&State)
PLACE OF RESIDENCE(Include City&State)
Te(ephone No.( ) Fax No.( )
Licensed in accordance with an Act providing for the registration of Contractors.
LICENSE NUMBER LICENSE CLASS
DIR NUMBER DUNS NUMBER
P-10
Bond No.
CALIFORNIA PUBLIC WORKS
PROPOSAL OR BID BOND
N70W ALL h1EN BY TIiESE PRESENTS,
7hat we, BIDDER)as Principal,and
SURET7 a Coryoatlon olganized and existing
uuder ihe laws of the State of and authonzed m trevmct business iu the State of CaGfomia,as Surety,are 6eld and fimily bound
unto ihe CITY OF ORANGE,he einafter called the Obligee,in Ihe penal sum of
Dollars($ for Ne
paymmt whereof well and nuly[o be made and we each of us hind ounelves,our heirs,esecutors,administreWrs,successors and assipis,jointly and severslly,5rmty
by these presrnts.
WHEREAS,he said principal is herewith submitting proposal(bid)for Bid No. 190-20; ProjeCt SP-4119; PoliC¢ HeadUuarters Emer¢encV
Opera[ions Center Remodel
THE CONDITION OF THE ABOVE OBLICATION IS SOCH,Ihat ifihe afomsaid principal shall be awarded the contracq the said principal will within Ihe period
specified Iherefo;or,if uo period bc spcci5cd,within ten(10)days after thc mtice ofsuch awerd enrer into a contract and give bond or bonds as specified in tfie bidding
or contrect documents wilh good and sufficient surety of edequate fmancial size caregory mting acceptable to the ohligee for the fait6ful perfo`mence of[he contrac[and
for Ifie prompt payment of Iabor and material fumished in Ihe prosecution thereoQ thrn Ihis obligation shall be null and void,othmvise the principal md the surety will
pay mto the obligee the ditierence in money behveen the amomt of the bid ofthe said principal and Ne amomt for which the obligee may Iegally convact wdih anotha
party to pedom ihe work ifthe latter amount be iv eccess of tfie focmer,iu no evrnt shall the liability heremder exceed the penal sum hereof.
SIGNED AND SEALED this day of 20
CONTRACiOR NAMEOFSURETY
BY: BY:
SECRETARY/TREASURER ATTORNEY-IN-FACT
BY:
PRESIDENTNICEPRESNENT
SYATE OF CALIFOANIA On this day of in the year 20 before me,the wdersiyved,a
WUMIY OF Notary Poblic in and for the said State,personal(y appeared
personally kno m to me(or proved to me ov the basis of satisGctory evidence)to be the person(s)who execuced
lhe wiWiu iushumrnt on behalf of We therein named,md
acknowledged me that such executed 6e same.
WITNESS my hand avd oRcial seel.
Notazy Public in and fo[he said Sia e.
P-11
TATE OF CAGFORNIA On Nis day of in ihe year 20 before me,the undersigned,a
COUNTY OF Notary Puhlic in and for Ihe said State,personelly appeared
personally known ro me(or pmved to me on ihe basis of satisSctory evidence)to be the person(s)who executed
the within inst umrnt on beAalf oPihe therein nsmed,and
acknowledged me[hat such execured the sarne.
WIINESS my hmd and official seal.
Notacy Public in and Coc the said State.
P-2
ATTACHMENT NO. 1
CITY OF ORANGE STANDARD SPECIAL PROVISIONS
Behind this sheet]
CITY OF ORANGE
STANDARD PLANS AND SPECIFICATIONS
MAY 2018
INTRODUCTION
All[he improvements within the public rights-of-way and easements within the City of Orange shall conform ro the
standard plans presented herein. The user shall keep fully informed of any latest revisions to the standazd plans by
contacting the office of the City Engineey Public Works Deparhnent, City of Orange. The standazd plans shall be
used along with the provisions of the latest edition of the Standard Soecifications for Public Works Consnuction
Green Book"), and al] amendments thereto, adopted by the Joint Cooperative Committee of Southem Califomia
Chapter, American Public Works Association and Southern California District, Associated General Conhactors of
Califomia; hereinafter refecred to as the"Standard Specifications". Section 234.020 of[he Orange Municipal Code
es[ablishes the legislative authority of these Standard Plans and Specifications.
PUBLIC WORKS CONTRACTS
The following additions, as revised, to the provisions of the "Standard Specifications" shall be used for all Public
Works conhacts awarded by Ihe City of Orange. If there is a conflict between the"Standard Specifications"and these
provisions, these provisions shall have precedence. The numbering of sections for the putpose of these provisions
refers to cocresponding numbering of sections of tl e"Standazd Specifications".
If these provisions specify the use of"Standard Specifications and Standazd Plans for the Conshuction of Loca(Streets
and Roads, of the State of Califomia, Deparhnent of Transportation," herein refeaed to as"Calvans", for a certain
portion of the work,the latest edi[ion of[he publica[ion shall be used.
The City of Orange has adopted a Local Implementation Plan(LIP)as part of a compliance program to the Califomia
Regional Water Quality Contro(Board.All improvements shall comply with the]atest LIP in the prosecution of the
work.The LIP is available and on file at the Public Works Department.
PRECEDENCE OF CONTRACT DOCUMENTS:
1) Bidder's Proposal
2) Contract Agreement
3) Special Provisions (Section SP)
4) City of Orange Standard Plans and Specifications(Orange Book)
5) Standard Specifications for PubGc Works Construction(Green Book)
6) Construction Plans
7) All Other pocuments
0
ADDITIONS TO THE STANDARD SPECIFICATIONS
PART 1
GENERAL PROVISIONS
SECTION I - GENERAL TERMS, DEFINITIONS, ABBREVIATIONS, iJ1vIT OF
MEASURE,ANDSYMBOLS
1-2 Terms and Definitions
a) AGENCY: The Ciry of Orange,Califomia,also hereinafter called"City".
b) BOARD: The City Council of the City of Orange,Califomia.
c) CONTRACT DOCUMENTS: Documents including, but not limited to, the proposal, Standard Specifications,
Standard Plans, additions to the Standazd Specificatious, Specia] Provisions, plans, bonds, insurance, contract
agreement and all addenda setting forth any modifications of the documents.
d) DATE OF CONTRACT: The date of notification from the City Attomey's office infocming the Contractor that
the contract is approved and fully executed by the City and the Contractor.
e) ENGINEER OR CITY ENGINEER: The City Engineer of the City of Orange or ]us duly authorized
representa6ve(s).
BIDDER: Any individual,co-par[nershiq association or corporation submitting a proposal for the work
con[emplated acting directly or tivough a duly authorized represen[ative.
g) LEGAL ADDRESS OF CONTRACTOR: The legal address of the Conhactor shall be the address given on[he
Conhactor's bid and is hereby designated as the place to which all notices, letters or other communications m the
Contractor shal]be mailed or delivered.
h) LABORATORY: M established laboratory approved aud authorized by the Engineer for testing materials and
work involved in[he contract.
i) STATE CONTRACT ACT:Division 1,Division 2,Par[1,3 of the Public Contract Code. The provisions of this
act and other applicable]aws form and constimte a part of the provisions of this contract to the same exrent as if set
forth herein in full.
1-3 Abbreviations
OCPW: Orange County Public Works (formerly Orange County Resources and Development Management
Depaztment)
1-6 Biddiug and Submission of the Bid
1-6.1.1 Qualifications of Bidders
My bidder who can prove to be a"Responsible Bidder"based on,but not limited to,the following requirements may
submit a bid for consideration. The City Engineer may waive any or all of the following criteria in the bes[interests
of the City.
1
1) A valid license in appropriate classification with which he can pedonn the specified work.
2) Record o£satisfactory past performance of work with various agencies and indushy.
3) Record of satisfactory compliance vrith all State, Federal and local laws regazding, but not limited to, fair
employment prac[ice,safety regulations,prevailing wage regulations,labor code,and subcontracts.
4) Abiliry[o comply with delivery schedules of materials,equipment and labor.
5) Adequate financia]resources ro complete the work
6) AbiliTy to secure bid bonds,contract bonds and insurances from companies having adequate rating.
7) Minimum five years of experience in completing conhacts of nature,type and size similar to that for which
he is submitting bids and such experience k as been acquired not more[han seven years prior to submitting a
bid.
1-6.1.3 Procedure Cor Proposal Submittal
Proposal shall be made and submitted on proposal fomu pmvided by the City in accordance with the notice inviting
bids. Sealed proposals shall beaz the tide of the work and no other distinguishing marks. My bid received after the
scheduled closing time for the receipt of bids shall be retumed ro the bidder unopened. It shall be the sole responsibility
of the bidder to see that his bid is received in proper time.
Each bid shall be made on bla'ilc proposal focros provided by the City of Orange and shall be accompanied with a
certified or cashier's check or a bid bond for not less than 10°/a of the amount of bid, made payable ro the City of
Orange. No proposal shall be considered unless this requirement is met.
Each bidder must be licensed and also pre-qualified as required in Section 1-6.1.1 of these Specifications.
No person,firm or coiporation shal]be allowed to make,£]e or be interested in more than one bid for the same work,
unless altemate bids are called for. A person, firm or corporation who has submitted a sub-pmposal to a bidder, or
who has quoted prices on materials to a bidder,is not thereby disqualified&om submitting a sub-proposal or quoting
prices ro the other bidders. If, on the opening of bids, more than one bid appears in which the same person,firm,or
cocporation is interested as a principal,all such bids shall be rejected.
Proposals with inter-liaeations,alterations or erasures shall be initialed by the bidder's authorized agent. Altemative
proposals, special conditions or other limitations of provisions affecting the bids, except as such called for by the
contract documents,wil(render the bid informa]and may cause its rejectioa Al]proposals must give Ihe unit prices
bid for the various items of work both in wciting and 6gures and must be sigued by the bidder, who shall give his
address. Each bid item shall be bid as i[appears on the proposals and shall not be altered oc lumped toge[her with
other bid items. Each bid shall have thereon the affidavit of the bidder that such bid is genuine and not sham or
collusive or made in the interest or ou behalf of any other person not therein named aad that the bidder has not direc[ly
or indirectly induced or solicited any other bidder to put in a sham bid, or any person,firm or wrporation ro refrain
from bidding and[ha[[he bidder has not in any manner sought by collusion[o secure himself an advan[age over any
o[her bidder.
The Contractor shall be registered with DepaRment of Industrial Relations(DIR), State of Califomia per Labor Code
Section 177.1(a)at the time of bid. This project is subject to compliance monitoring and enforcement by DIR.
1-61.4 Reques[for In[erpretafion
If any person contemplatiug submitting a bid is in doubt as to the[rue meaning of any part of the plans,specifications
or other proposed contract documents,or finds discrepancies iq or omissions from,the drawing or specifications,or
discovers substantial difference between the approximate quantities shown on the bid proposal and lus quantity
estimate from[he plans for any of the major bid items in the proposal,he shall request the Engineer,in writing,for an
intecpretation or coaection thereoE The person submitting such a request shall be responsible for its prompt delivery.
2
The meaning of substantial difference and the major bid items, for this pulpose, shall be iu accordance with Secfion
1-2 and Sec[ion 3-22.1 of the Standard Plans and Specifications. All such inteipretations of the contract documents
will be made only by Addenda duly issued and a copy of each such Addendum will be mailed or delivered to each
person receiving a set of contract documents at his last address of record. The City will not be responsible for any
other explanations or interpretafions of the contract documents.
1-6.1.5 Returu of Bid Security
Any bidder may withdraw his bid, either personally or by telegraphic or written request, at any time prior to the
scheduled closing[ime for the receip[of bids. I[is[he sole responsibility of Ihe bidder to see tha[any such telegraphic
or written request is delivered to the Director of Geceral Services pdor to said closing time.
The bid security of Ihe unsuccessful bidders will be retained until the contract is awarded[o[he]owest,responsible
successful bidder.
The bid security of the successful bidder of accepted bid will be held by the City until the contract has been entered
into and the bonds accompanying the same are approved and filed.
If a bidder fai(s or refuses to en[er into a wntract to do work,the bid security shall be forfeited to tfie City and shall
be paid into the General Fund of the City.
Bid securities consisting of cashier's checks will be refunded to the respective biddecs when no longer required by the
City. All other bid securities no longer requ'ved by the City,will be considered void. These wi(l be retumed to their
respective bidders only if requested with self-addressed stamped envelope and sufficient postage.
1-61.6 Bid Protest Procedure
l. Any bid protest must be submitted in writing m Pub[ic Works Director,300 E. Ckapman Avenue,
Orange, CA 92866 before 5 p.m.of the l Oth City business day following bid opening.
a) The initial procest document shall contain a complete statement of the basis for the protest with
accompanying dowmentation in support thereof.
b) The pro[est shall refer to the specific portion of the document which forms the basis for the pro[est.
c) The protest shall include the name,address and telephone number of[he person representing the
protesting party.
d) The party filing the protest shall concurrenNy transmit a copy of the initial pmtest document and any
attached documentarion to all other paRies with a direct financial interest which may be adveisely affected
by the outcome of the protest. Such parties shatl include all other bidders or pmposers who appear to have
a reasonable pmspect of receiving an award depending upon the outcome of the protest.
e) The Public Works Director/City Engineer will issue a decision on[he pro[esG If[he Public Works
Director/City Evgineer determines that a protest is frivolous,the party originafing the protest may be
determined to be inesponsible and that party may be detemilned to be ineligible for future contract awards
by the City of Orange.
The procedure and time limits set forth in this pazagraph aze mandatory and aze the bidder's sole and
exclusive remedy in the event of bid protest and failure to comply with these procedures shall constiture a
waiver of aoy right to fiuther pursue the bid protest,including filing of a claim against the City under the
Califomia Government Code or legal proceedings.
1-6.2 Subcontractor Listing
Add the jo[lowing paragraph to end af this sectior:
3
The Eugineer,as duly authorized officey may consent to subconhactor subsritution requested by the Contractor subject
to the limitations and notices prescdbed in Section 4107 of the Public Code. Prior to commencement of work, the
Conhactor shall submit to the Engineer a list showing uames, addresses, telephone umbers, City business license
numbers and the work to be.done by subconhactors.
1-0 Award and Ezecution of the Contract
1-711 Award of Contract
The award of contract, if awarded, will be ro the lowest responsible bidder whose proposal complies with all
requirements of the notice inviting bids and Section 1-7.12 and 1-7.13 of these Specifications. The City,however,
reserves the right to reject any or all bids,and to waive any informality in the bids received. The Awazd of Conhact,
if made,shall be made within SIXTY(601 days after the opening of the bids.
1-7.1.2 Execution of Contract
The conhact shall be signed by the successful bidder and retumed to the City, together with the contract bonds as
specified in Section 2.4 of the Standard Specifications and as amended below and any changes or additions made
thereto in these specificario vs within fifteen(15)days aRer the date of written notice of award of conlract. The fo m
of the contract agreement to be exewted by the Contractor will be mailed by the City Attorney's office along with the
written no[ice of awazd of contract. No proposal shall be considered binding upon the City unti]the execution of the
contrac[ by the City. In case of conflict, the contract agreement shall have precedence over all other written
specifications.
1-7.2 Contract Bonds
Sureties pmviding perFoanance or labor&materials bonds for ConVacro to the City of Orange must be]icensed or
agree to employ a licensed Contractor,with a Class A or other applicable specialty contractor's license from the State
of CaliFomia,in the event the Contractor m whom such surety is provided fails to perfonn the work under the contract.
Whenever any surety or sureries on any such bond,or on any bonds required by law for the protecfiou of the claims
of laborers and material men,become insufficient,or the City Attomey has cause to believe that such surety or sureties
have become insufficient, a demand iu writing may be made bf the Conhactor for such further bond or additional
surety,no[exceeding that originally required,as is considered necessary considering the extent of the work remaining
to be done. Thereafter, no payment shal] be made upon such contract to the Contracmr or any assignee of the
Contractor until such further bond or bonds or additional surety has been furnished.
Except as set forth in this Section 2.4,the City of Orange wil]not accept any performance or any labor aud matedals
bond for any contracts unless the bond complies with each and every one of tlie following criteria:
a) It is issued by a surety quali£ed as an acceptable surety on federal bonds as evidenced by an u revoked
inclusion in the cucrent Annual List of Companies Holding Certificates of Authority as Acceptable Sureties
on Federal Bonds and as Acceptable Reinsuring Companies,published by the United Stares Department of
the Treasury,Fiscal Service,or an official successor publication(tLe"Treasure LisP');and
b) The boad is in an amount within the uuderwriting limitation of the swery set forth in the Treasury List;and
c) The surety is legally qualified to conduct business as a surety in the State of CaliFomia;and
d) The surety meets or exceeds the following standazds established by A.M. Best Company as set forth in the
current edition of BesPs Kev Ratine Guide.Prooertv-CasualN:
4
Amount of Contract
0 to $ 2Q000 A Class II
20,000 to $ 40,000 A Clus III
40,000 to $ 100,000 A C1assIV
100,000 to $ 200,000 A Class V
200,000 ro $ SOQ000 A Class VI
S 500,000 ro $ 1,OOQ000 A Class VII
1,000,000 to $ 2,000,000 A Class VIII
2,OOQ000 and up
A class assuring that the contract price does not exceed 2 percent of the minimum Adjusted Policyholders'SwpWs
necessary to qualify for that class.
The BEST'S KEY RATING GUIDE may be examined in the City Attomey's office or can be purchased from A.M.
Best Company,Ambest Road,Oldvrick,NJ 08858,(201)439-2200.
In the event the tota( amount of bonds issued by the surety for the connact exceeds the underwriting limitation set
forth in the Treasury List, or the surety does not meet the mi imum Financia] Size Category ratiug set forth above,
then the surery shall prove reinsurance iu excess of s ch total amount of bonds by one or more reinsuring companies
meeting the above-referenced A.M.Best rating standards list,listed on the Treasury List and within the Underwriting
Limitation of each reinsuring company,before a conhact is executed by[he City.
For contracts with a total contract price less than$25,000,the City shall have the power to modify or waive,in whole
or in part,the foregoing criteria for acceptab(e bonds,in its sole discretion.
For contracts with a mtal contract price of$25,000 or more, but not exceeding $SOQ000, where bonds are not
reasonably obtainable which meet the provisions of subparagraphs(a)and(6)or(d)above,for reasons other[han[he
credi[worthiness of[he Contractor, the City may, in its sole discretion, accept bonds which mee[the pmvisions of
subparagraphs(a)and(b)but not(d),or bonds which meet the pmvisions of(d)but not(a) and(b).
Securiry for public contracts in lieu of bonds meeting the criteria set forth above will be accepted by the City only if
in the form of cash deposits in the full face amount of required bonds,in the name of the City of Orenge,as owner of
the account, in such financial institution as the City may direct and under written agreement in form and substance
acceptable to the City. In the event such account bears interest,any accrued interest shall be paid to surety at the time
said securiTy is released, or if Con[ractor defaults shall be applied [o pay for any work necessary to complete the
con[rac[in the event that application of Ihe pdncipal of said acwun[proves insufficient.
All bonds shall be on[he forms provided by the City of Orange,with all signatures notazized and with the following
notarized endorsement:
The undersigned hereby certifies that the named surery issuing the bond for:
Police Headquarters Emeraencv Operations Center Remodel
Bid No.190-20; SP-41191
is issued by an"admitted surety",qualified ro conduct business in the State of Califomia in accordance with CCP§995-
670
Name ojSurery
A[torney in Fact
5
SECTION 2 -SCOPE OF TI3E WORK
2d Work to Be Done
2-11 General Description of Work:
Refer to the technical specifications Ol 11 l3 Work Covered by Conhact Documents.
2-2 Permits and Licenses
Except as ot6erwise specified in the Special Provisions,the Conhactor shall procure all pemtits and business licenses,
pay all charges and fees,and give all norices necessary and incident to [he due and]awful prosecution of the work.
These permits and licenses shall be obtained in sufficient time to prevent delays to the work.
In Ihe event tfiat [he City has obtained pemtits, licenses or other authorizations applicable m the work from otLer
age cies, [he Conhac[or shall comply with the provisions of said pemtits, licenses and other authorizations. My
charges such as inspec[ion fees, bonds, insurance that may incur due to the Contractor's performance in accordance
with such perutits shall be considered included in the bid items for the various items of work involved.
2-4 Cooperation and Collateral Work
Contractor shal! be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essentia(
work by others. The City,its workers and contracrors and others,shall have the right to operate within or adjacent to
the work site during the performance of such work.
The City, the contractor, and each of such workers, contractors and others, shall coordinate their operations and
cooperate to minimize intederence.
The Contractor shall include in its Bids all costs involved as a resul[ of coordinating its work with others. The
Contractor will not be entitled to additional compensation from the City for damages resulting from such simultaneous,
collateral,and essential work. If necessary to avoid or minimize such damage or delays,the Contracror shall redeploy
its work force to other parts of the work.
Should the Contractor be delayed by the City, and such delay could have not been reasonably foreseen or prevented
by the Contractoy the Engiueer will determine the extent of the delay,the effect on the project,and any extension of
time.
2-6.1 Changes in Work: General
Engineer shall be the duly authorized officer who may grant the changes prescribed in tlus section.
2-7 Changes Initiated by the Ageucy
The Engineer shall have the right to make changes in the work,plans and/or specifications and the contractor shal]
perfocm the work as changed and as directed by the Engineer.
2-8.1 Extra Work: Geoeral
If the City and the Contractor camot reach an agreement to establish an agreed lump sum price or stipulated unit
prices, the City reserves the right to d'uect the Contractor to perform such work using an acceptable substitute
subcontractor. The City may order the Contractor to obtain bids from tluee or more subconhactors to pedom such
work. Upon written approva]of a subcontractor selected by the Engineer,the Contractor shall enter into a subcontract
with such subcontracror to pedorm such work. rlll the Contractor's markups sball be in accordance with the provisions
of Section 7-4.3.
6
The extra work as defined in tlus section of Standard Specificarions,and any work done beyond the lines and grades
shown on the plans, shall only be performed when ordered in writing by the Engineer. In absence of such written
order,any such work shall be considered unauthorized and will not be paid foc Work so done may be ordered removed
at the Contracror's expense.
2-10 Disputed Work
My claims,potential claims based on an act or failure to act by the Engineer, any prolests against the mlings and
decisions of the Engineer,shall be made in wri[ing. Such claims,potential claims or protests shall be addressed ro the
Engineer and shall be submitted within ten (10) days after the happening of the event, thing occucrence, or other
cause,giving rise to such action by the coutractor.
The written determination rendered by the Engineer on such actions by the conhactor shall be considered as a final
ruling of the City of Orange. Any monetary claims against the City regarding the City's decision shall be filed with
the City Clerk of the City of Orange in accordance with the provisions of chapter 3.16 of Orange Municipal Code,
California Govemment Code sections 510,901,905,91I,915,935 and 945.
SECTION 3-CONTROL OF THE WORK
3-4 Authority of Board and Inspection
Authority of Board and Inspection shall conform ro Section 3-4 of Standard Specifications and[he following:
Orange Municipa(Code Section 2.15.020 C,and 234.10 has designated Engineer as their designee for all decisions
regarding the contract.
The Contractor shall give at least 24 hours advance no[ice of[he time when he or his subcontractor will start or resume
the various units of opera[ions of the work as per the contrac[,or resume the said units or operations when they have
been suspended as per the contract.
The above notice is to be given during working hours,exclusive of Saturdays,Swdays or holidays for the pucpose of
pemutting the Engineer to make necessary assignments of his representative or iaspector on the work.
The Contractor shal]pay the inspection charges for any work done outside normal working hours at the rate established
for Special Inspection in the Mas[er Schedule Fees and Chazges adop[ed by Ihe City Council. Such fees shall be paid
per half day or portion thereof in minimum one-half day increments. No work shall be perfocmed outside norma]
working hours excep[under exhaordinary circumstances and with prior approval of the Engineec See Section 6-3.3
for uormal worldng hours.
Any work performed in couflict with said notice,without the presence or approval of the inspector,or work cwered
up without notice,approval or conse[may be rejected or ordered to be uncovered for examinafion at the Contractor s
expense, and shall be removed at the Contrac[or s expense, if so ordered by the Engiueer or his representative or
inspec[or on[he work. My unau[horized or defective work,defective material or workmanship or any unfaithful or
imperfect work that may be discovered before the final payment and final acceptance of work shall be waected
immediately without extra charge even though it may have been ovedooked in previous inspections and estimates or
may have been caused due to failure to inspect the work.
All authorized alterations affec[iug the requirements and infonnation given on[he approved plans shall be in writing.
No changes shall be made on any plan or dravring after the same has been approved by the Engineer, except by
direction of the Engineer in writing. Devia[ions &om the approved plans, as may be required by the exigencies of
construction,will be determined in atl cases by the Engineer and authorized in writing.
All instructions,mlings and decisions of[he Engineer shall be in writing and shall be final and binding on all parties
unless fortnal protest is made in writing and as provided in the following pazagraph:
7
If the Contractor considers any work demanded of him to be outside the requiremeats of the conhact,or if he considers
any inshuction,culing or decision of the inspector or Engineer to be unfa'u, he shall, within ten(10) days aRer any
such demand is made,or instruction,ruling or decision is given,£le a written protest with the Engineer,stating clearly
and in detail his objections and reasons therefore. Except for such protests and objections as are made of record, in
the manner and within the time above stated,the Contractor shatl be deemed to have waived and does hereby waive
all claims for extra work,damages and extensions of time on account of demands,inswctions,rulings and decisions
of the Engineec Upon receipt of any such protest from the contractor, the Engineer shall review the demands,
iastructioq culing or decision objected to and shall promptty advise the contractoq in writing,of his fmal decision,
which shall be binding on all parties. Any protests against the Engineer's final decision shall be made in accordance
with section 2-10 Dispu[ed Work.
3-5 Inspectiou
In addition to those processes in Section 3-5 INSPECTION[he following shall apply:
All work requiring Special inspection shall be 6rs[inspected and approved by the City Building Inspector 24 hours
before Special Inspec[ions. If any work is covered before Ihe City Building Inspector inspection and approval, the
City shall require the work to be exposed aud inspected.
Due m the City of Orange 9/80 flex work schedule the City is closed every other Friday.No Ciry Building Division
inspection services are available on cbsed Fridays,although Special Inspection services are available when the City
Building Division inspections ocwr on the Thursday before the closed Friday.
The Contractor shall keep the City's ProjectlConstruction Manager or designee infocmed[wo weeks in advance of
scheduled work to assure that City Inspectors and Special Inspectors are available.All inspection processes for those
inspections requiring the City of Orange Building Division approvals shall be worked out in detail with the City of
Orange Building Official.
3-5.1 Progress Reports
The Contractor shall provide the City Inspector,at the end of each working day,a daily report showiug Ihe number of
employees worMng on the project The report will also include [he Conhactor employee's name and their
classifications and equipment used oasite. My subcontractors working on the project will also be included in the
same report.
3-6 The Contractor's Representative
The Contractor shall file with the Engineer the addresses and telephone numbers where he or his designated
representative may be reached during hows when the work is not in pmgress,so that 24-hour,7-days a week contact
can be maintained.
Inswcrions and information given by the Engineer to the Contractors authorized representative or at the address or
elephone numbers filed in accordance wi[h[his sec[ion shall be considered as having been given[o Ihe Contractor.
3-7 Contract Documents
3-73 Plans and Specifications
The Engineer will provide the Contractor,free of charge,up to twelve(12)copies of plans and special provisions for
he execution of work. The contractor shall have a bonded and insured printing company pick up the originals from
the City m make additional copies,if ueeded,at no additional cost to the City.
The Contractor shall, at his oum expense, obtain copies of the "Standard Specifications", City of Orange Standard
Plans and Specifications,Standard Plans aud Specifications of[he State of Califomia,and Work Area Traffic Control
S
Handbook,for his general use.
If,after awazd of the contract,should it appear that the work to be done,or any matter relative thereto,is not sufficien[ly
detailed or explained in the specifications and plans, the Conhactor shall apply to the Engineer for such further
explanations as may be necessary and shall conform to such explanation or intecpretation as part of the contract.
All scaled dimensions shall be considered approximate. Before proceeding with any work, the ConVactor shall
carefully check and verify all dimensions and quantities and shall immediately infomi the Engineer or his
representative of any discrepancies.
3-121 Cleanup and Dust Control
Unless otherwise authorized by the Engineer, all surplus materials shall be removed from the site of the work
immediatety after completion of the work causing the surplus materials.
Failure of the Contracmr to comply witt the Engineer's dust control orders may resu(t in an order to suspend work
until the condition is corrected; after filing notice to the Conhactor, the Engineer may order this accomplished by
others. All costs thus incurred shall be deducted from the amouut to be paid to the Conhactoc No addiHonal
compensa[ion will be allowed as a resul[of such suspension.
The contractor shal(protect tUe exisfing infrastructure including the walls and cacpet by installing protective cover
over the cacpet and walls such as plastic or visqueen. It is the Contractor's responsibility to maintain all dust and
consWction debris within the job-site.During demoliuon,the construction debris shall be contained using appropriate
measures to ensure the dust and debris does not affect the facility.
No sepazate payment will be made for any work performed, or material used, to conhol dust resulting from the
Contractor's performance on the work,or by public fraffiq either inside or outside the work area. Full compensation
for such dust conhol will be considered as included in the prices paid for the various items of work involved.
3-12.6 WaterPolWtionControl
Discharge of sto=m water from co stmction sites that disturb land equal to or greater than one (I) acre must be in
compliance with the State General Construction Activity Pemtit(Construction PermiQ.The latest permi[provisions
of[he Constcuction Pelmit shall apply. The Contractor is required to contact the San[a Ma Regiona]Water Quality
Conhol Boazd (Regional Board) for all information contained in the Construction Perrtut. In the event project
conshuction occurs during [he [ransition of revised Construction Permi[s, [he Con[ractor shall incoipora[e the
necessary modi£cations speci£ed by the revised Construc[ion Peimit within the time period specified in the new
Construction Pemilt.
Construction activity subject to the Constmction Permit includes clearing,grading,disturbance to the ground such as
stockpiling,or excavation that results in soil disturbances of at least one acre of total(and area.Conshuction activity
that results in soil disturbances of less than one acre is subject to the Construction Permit if the conshuction activity
is part of a larger common plan of development that encompasses one or more acres of soil disturbance or if it is
determined that discharges from the project pose a significant threat to water quality.
The City will complete and file the Notice of Intent(NOI)and the Notice of Temilnation(NOT) for the city owned
projects.
A wpy of the latest permit is available at
htro:/hvanvswrcb.ca.eov/water issues/nroerams/srormwater/constructioashtml . The Contracror is hereby directed
to read the Construction Permit thoroughly and comply with the requirements as specified therein.
3-12.8 Temporary Light,Power and Water
The Contractor shall be required to deposit with the City Water Division for a meter service charge of$1,500.00 for
each construction meter used on a City fire hydrant. The Contractor will be charged $2J5 per day rental on each
9
conslruction water meter,and the Contractor shall pay for[he water used on the project. Water usage by the Contractor
shal]be charged per hu dred cubic foo[.
The Contractor shall provide for his employees an adequate suppty ofpotable drinking water,which shall be dispensed
through approved sanitary facilities.
SECTION 4-CONTROL OF MATERIALS
4-5.2 AlternaHve Equipment and Materials
Manufacturers warranties,guaranties,instruction sheets and parts lists,shall be fumished for all above ground
pedestrian sig al equipment and hardware supp(ied on this project and shall be delivered to the Engineer before
acceptance of the contract.
Only equipment as documented and"APPROVED"by the Engineer pdor to the star[of constructiou can be supplied
on this project.All new equipment or items used on this entire project shal(be"LIKE"and shall be the product of
one ma ufacturec"LIKE"equipment means each item such as pedestrian heads,pedestrian mountings,pedestrian
buttons,and em.shall be of the same manufacturer.All uew"Pedestrian Mountings"shall be assembled by the
approved manufacturer or supplier of the equipment. (Not the Contractor)
Whenever certain of the plans or specifications provide that more than one specified method of construction or more
than one specified type of construction equipment may be used to perform por[ions of the work and leave the
selection of the method of consVuction or the type of equipment to be used up by the Contracmr,it is understood
that the City does mt guarantee that every such method of construcfion or type of equipment can be successfiilly
used throughout all or any part of any project.It shall be the Conhactor's respo sibility to select and use the
altemative or altematives which will satisfactorily perfomi the work under the condition encountered.In the event
some of the al[ematives aze not feasible or it is necessary to use more than one of the al[ematives of any project,full
compensation for nay price paid for the item of work imolved and no additional compensation will be allowed
herefore.
SECTION 5-LEGAL RELATIONS AND RESPONSIBILITIES
5-1 Laws and Regulatious
The Contractor shatl protect and indemnify the City,the City Council,the Engineer,and all of its of£cers,agents and
servants against any claim or liability arising from or based on the violation of any existing or&ture State,Federal or
Local laws, ordinances,regulations,orders or decrees, whether by himself or his employees. If any discrepancy or
inconsistency is discovered in the plans,drawings,specificatious or coutract for the work in relation to any such law,
ordinance,regulafion,order or decree,the Conhactor shall forthwith report the same to the Engineer in wdting.
The conhactor or subcontractor shall not discriminate on the basis of race, color, national origiq or sex in the
pedoanance of this conhact. The conhac[or shall carry out applicable requiremen[s of 49 CFR Part 26 in[he award
and administration of DOT-assis[ed conttacts. Failure by[he wntractor to carry out these requirements is a material
breach of tivs contract,which may result in the temilaafion of this contrac[or such other remedy as recipient deems
appmpria[e.
5-3.2 PrevaiGng Wage Rates
The Contractor shall comply with the provisions of 1770 m 178Q 1810 to 1815, 1860 and 1861 inclusive, of the
Califomia Labor Code,the latest prevailing rate and scale of wages established per the determination of the Director
of the Deparhnent of Indushial Relatious, S[a[e of Califomia, and any latest changes there[o, on file wi[h the
Department of Public Works of[he City of Orange,prior to the date on which notice invi[ing bids is last published in
a local newspapec The Con[ractor shall comply with Ihe requirement of the paymen[ of[ravel and subsistence
payments to each worker on[he work;he shall forfei[penalties prescribed therein for non-compliance of the said code.
10
The Contractor shall post and keep posted, for[he duration of the conhac[,a copy of said prevailiug rates at the job
site.
Contractots attention is directed to the expiration dates of the wage decisions of each craft. Contracmr's bid shall
include any increase in ]abor cost anticipated after these expiration dates and no additional compensation will be
allowed for such increases.
Copies of the State general prevailing wage rates are not sold at the City of Orange,but the prevailing wage rates aze
availab(e for review at the Deparhnent of Public Works. Contractor can purchase the State general prevailing wage
rates from the Depar[ment of Indushial Relations,Division of Labor Statistics and Research,Prevailing Wage Unit,
455 Golden Gate Avenue, Sth Flooy Room 5184, P.O. Box 420603, San Francisco, CA 94142-0603, telephone
number(415)703-4774.
In order to verify the compliance to the said code,the Contractor shall keep an accurate weekly record,for the duration
of the contract period, of his and his sub-contractor's payroll statements showing wages paid each employee during
each week and the employee work classification. The Contractor shall preserve such record for ninety(90)days after
the date or recordation of the notice of completion of the contract and upoa writteu notification by the Engineer these
shall be submitted within ten(10)days to the Engineer for checking. Using State Folm DH-C-347,Payroll Statemenc
of Compliance,is an acceptab(e method of fu(filling the above requirement.
Cer[ified Payroll Reports, Statement of Compliance and Fringe Benefit Statement must be signed by President or
Owner of the Company including all subconhac[ors. Contractor may submit a(etter of authorization for authorizing
an individual such as,payroll officer, office managey and secretary to sign all certified payroll reports. This letter
must be submitted with the fast certified payroll report.
Contractor shall indemnify, protect, defend and hold hazmless the City and its o cers, employees, contractors aud
agents, with counsel reasonably acceptable to City, from and against any and all loss,liability, damage,claim,cost,
expense(including reasonable attomey fees,court and litigation costs,and fees of expert wifiesses)which results or
azises in any way from Ihe noncompliance by Contractor of any applicable local,state and/or federal law,including,
without limitation,any applicable federal and/or state labor laws(incWding,without limitation,the requirement to pay
state prevailing wages). It is agreed by the parties that Contracror shall bear all risks of payment or non-payment of
state prevaili g wages. The foregoing indemnity shal] survive termination of the contract and shall continue after
completion and acceptance of the work.
5-3.5 Apprentices and Fair Employment Practices
Attention is directed to the provisions in Section 1777.5 and 1777.6,Division 2,Part 4.5 and Division 3,Chapter 4 of
the California Labor Code conceming fav employment practices and the employment of apprentices by the Contracmr
or any sub-contractor under him. The Contractor and any sub-contractor under him shall comply with the requirements
of said sections in the employment of appren4ces,and fair employment practices.
Info=mation relative to apprenticeship staudards, wage schedules and other requirements may be obtained from the
Direc[or of Industria(Relations, Ex-officio the Adminishator of Apprenticeship, San Francisco, Califomia,or from
he Division of Apprenticeslup Standazds or its branch offices.
5-0 Liability Insurance
Contractor shall procure and maintain for the duration o£this Agreement insurance against claims for injuries to
persoas or damages to property which may azise from or in connection with the performance of the work hereunder
and the results of that work by the Contractor,his agents,representatives,employees or subwntractors.
Coverage shall be at least as broad as:
1. Insurance Services Office Commemial General Liability coverage(occuaence Form CG 00 01).
2. Insurance Services O ce Foxm Number CA 00 Ol cwering Automobile Liability,code 1 (any auto).
11
3. Workers'Compensation insurance as required by Ihe State of Califomia and EmployePs Liability Insurance.
Contractor shall maintain limits no less than:
1. General Liability:2,000,000 per occurrence for bodily injury, personal injury and
proper[y damage. If Commercial General Liability
insurance or other fovn with a general aggegate limit is
used, either the general aggregate limit shal] apply
sepazately ro this projecUlocation or the general aggregate
limit shall be twice the required occurrence limit.
2. Automobile Liability: I,OOQ000 per accident for bodi(y injury and property damage.
3. Workers' Compensation: As required by Ihe State of Califomia.
4. Emp(oyer's Liability: I,000,000 per accident for bodity injury or disease.
My deductibles or self-insured retentions must be declazed to aod approved by the City. At the option of the City,
either:the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City,its of6cers,
officials and employees; or the Contracmr shall provide a fivancial guarantee satisfactory to the Ciry guaranteeing
payment of losses and related investigations,daim administratioq and defense expenses.
Each policy of general liability and automotive liability insurance shall contain, or be endorsed to contain, the
following provisions:
1. The City, its o cers, officials, agen[s and employees are to be covered as additional i sureds witl respect to
liabiliry arising ou[ of aummobiles owned, leased, hired or boaowed by or on behalf of the Conhactor, and with
respect to liability azising out of work or operations performed by or on behalf of the Contractor,including materials,
parts or equipment fumished in connection with such work or operations. General Liabiliry coverage shall be provided
in the form of an Additional Insured Endorsement(I surance Services Office,Inc.Form CG 20 10 11 85 or such other
foim as may be acceptable m the City)to the Contractor's insurance policy,or as a separate owner's policy.
2. For any clai[ns related to this project, [he Con[ractor's insurance coverage shal]be prtmary insurance as respects
the City, its o cers, officials a d employees. My insurance or self-insurance maintained by the City, its o cers,
officials and employees shall be excess of the Con[rac[or's insurance and shall not contribu[e with it.
3. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be cance(ed by either
party,except after thirty(30)days'prior written notice has been provided to the City
The Contractor shall fumish the City with original certificates of insurance and endorsements effecting coverage
required by this clause. The endorsements should be on focros acceptable to City. All ceRificates and endorsements
aze to be received and approved by the CiTy before work commences. However, failure to do so shall not operate as
a waiver of these insurance requirements. The Ciry reserves the right to require complete, ceRified copies of all
required iasurance policies, including endorsements effecting the coverage required by these specificatious at any
time.
All i surance procured and maintained by the Conhactor shall be issued by insurers admitted to conduct the pertinent
line of insurance business in the State of California and having a rating of Grade A or better and Class VII or better
by the latest edition of Best's Key Rating Guide.
Con[ractor shall immedia[ely notify the City if any required insurance lapses or is otherwise modified and cease
perfomtance of Ihis Agreement unless otherwise directed by the City. In such a case,the City may procure insurance
or self-insure the risk and charge Contractor for such costs and any and a(1 damages resulting therefrom,by way of
set-off from any sums owed Contractor.
Contractor hereby agrees to waive subrogation which any insurer of the Conhactor may acquire from the Contractor
by virtue of the payment of any loss. The Conhactor agrees to ob[ain any endorsement that may be necessary to effec[
this waiver of subrogation.
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The Workers' Compensa[ion policy shall be endorsed wi[h a waiver of subrogation in favor of the City for all work
performed by the Contrac[or,its employees,agents and subcon[rac[ors.
The Conhactor shall require and verify that all subcontractors maintain insurance meeting all of the requirements
stated herein.
5-9 Public Safety
The Contracror sha(1 have at the worksite copies of suitable extracts of the most current edition of the California
Occupational Safety and Health Act as superseded by Federal Occupational Safety and Health Act. The Contractor
shall comply with provisions of Ihese and all other applicable]aws,ordinances and regulations.
SECTION 6-PROSECUTION AND PROGRESS OF THE WORK
6-1 Construction Schedule and Commencement of the Work
6-1.1 Construction Schedule
Pdor to the commencement of coashuction,arrangements will be made for a meeting between the Conhactor aud the
Engineer. The pu=pose of this meeting is to coordivate the activities of the Contractor within the limits of this con act,
review scheduling, discuss construction methods and clarify inspecHon procedures. The Conhactor shal] submit at
this meeting,For approval by the Engineer,the schedule required in the Standard Specifications showing the number
of calendaz days required to complete the project.
The Coastruction Schedule must be submitted to the City for review and approval at the Pre-Construction Meeting.
The Contractor cannot staR any work unti!the coustruction schedule has been accepted by the Ciry. The construction
schedu(e must be prepazed using Critical Path Method(CPM) and shal] be revised and resubmitted if the schedule
fails to reflect the actual progress.
6-1.2 Commence of the Work
The Contract Time shall commence upon the project start date identified in the Notice to Proceed issued to the
Contractor. The Contractor shall not begin auy conslruction on this project prior to tlus date, unless explicitly
authorized by the Engineer. Work on nomconstruction items such as Traftic Control Plans, CMS signs placement,
and Public Notification may begin before[he date identified in the Notice to Proceed,if approved by the Engineer.
The Conhactor shall begin Ihe Work within IO days of the date stipulated in[he Notice to Proceed and shall diligently
pmsecute the Contract ro completion within the[ime limi[provided in the Contract Failure to begin work on the project
within l0 days after the Nofice to Proceed date may be considered as grounds for temiluation of the contract due to
contractor breach as described in Section 6-7,Tertnination of the Conhact for Default.
Work shall no[commence prior[o approval of a Baseline Cons[ruc[ion Schedule by[he Engineer. The Con[ractor's
failure[o submit an acceptable Cons[rucfio Schedule prior to the project start da[e iden[ified in[he Notice[o Proceed
shatl not entitle him to an extension of time or additional working days.
The Contrac[or shall notify Ihe Agency Representafive of his intent to begin work a[leas[hvo(2)working days prior[o
the start of any scheduled or rescheduled work.
6-1.4 Public Works Iuspection Outline
6-2 Prosecutiou of Work
To minimize public inconvenie ce and possible hazard,restore street and other work areas to[heir original condition
as soon as practicable, and allow for cooperative work by the Ciry, the Contracror shall prosecute the work m
13
completion wi[hout break or iuterruption,achieving at least 50%of the average daily production except for conditions
defined in Section 6-4.L If as detemilned by the Engineer, the Contractor fails to prosecute the work to the extent
that the above pwposes are not being accomplished,the Contractor shall,upon orders from the Engineer,immediately
take steps necessary to fully accomplish said purposes. All costs of prosecuting the work as described herein shall be
included in the Contractor's bid. Should the Contractor fail to take the necessary steps to fully accomplish said
pwposes,after orders&om[he Engineer to do so,the Engineer may suspend the work in whole or in part,until the
Contractor takes said steps, or may pursue a(temate means of seeking compliance. In addition, Ihe Contractor is
required ro adhere to the following requirements prior to the placement of asphalt resurfacing on any streeC
SecHon 6-21 Construction Phasing
A: Important Dates
1. The conhactor must sign and return the contract agreement to the City,together with the contract
bonds and insurance on or before March 3.2020.
2. The contractor must start the work on or before March 23,2020.
3. All work that generates dust must be completed on or before Mav 4.2020.
a. On May 4,202Q the AV contractor is scheduled to begin installafion of eiectronics.Both
construction and AV contractor to coordinate the work necessary to meet the dust free
date.
4. The contractor must complete all work on or before Mav 24,2018.
5. For each consecutive calendar day in de(ay of each milestone above,the Contractor shall pay to the
Agency,or have withheld from monies due it,the sum of$1,000.00 per day.
B: Ewsting Electrical Floor and Wall Outlets,Conduit and Power Supply
L The removal or protection of existing outlets,conduit and power supply,and relocation of existing
wall outlets per plans.
a. Shall include two new dedicated circuits to the rack room in the closet.
2. T6e existing outlets,conduit and power supply that will be removed shall be capped per codes or as
d'uected by the Building Inspector.
3. The existing outlets that aze remain shall be replaced with a new dark grey receptacles and wall covers
to match or to be reloca[ed as direc[ed by the City.The elec[dcal/AV shall be recessed gaug box at 18-
inches above finished surface.
4. The Contractor shall coordinate with the AV Contractor to remove and replace existiug or add new
conduit paths for wires/cables per plans and as directed by the City.
6-3 Time of Completion
Once the date of contract is established by the Successor Agencg the Contractor shall shictly adhere to the time of
completion in calendaz days set for[h in the proposal and any legal extensions granted thereto by the Successor
Agency in accordance with the terms of the specifications. He s6afl keep his own record of number of calendar days
originally specified in Ihe proposal and the number of days remaining in the contract time.
14
6-3.3 Working Day
Normal working hours are &om 7:00 A.M. to 4:00 P.M. Working days shall be limited ro Monday through Friday,
excluding all City observed holidays, and no work will be pemtitted outside normal working hours except under
extraordinary circumstances and with prior approva]of the City Engineer.
6-4.2 Extension of Time
In the event the work called for under the contract is not finished and completed in all parts and requirements within
he time specified,the City Council shall have the right m increase the number of calendar days for completion or not,
as may seem best to serve the interest of the City.
Except for the delays beyond Conhactor's control as described in Sections 6-4.1 and 402-5, the City shall have the
righ[[o charge the Contrac[or,his heirs, assigns or sureties and to deduct&om the£nal payment for the work, all or
any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence and other overhead
expenses which are directly chazgeabte to Ihe Contractor and which accrued during the period of such extensions
except that the cost of the final services and preparation of the final estimates shall not be included in such charges.
In addition m the above chazges, Contractor shall pay to the Successor Agency liquidated darnages as specified in
Section 6A for such delays.
No extension of time for the completion of the work called for under lhe contract shall be allowed unless at least
twenty(20)days prior to the time fixed for the completion thereof,or the time fixed by the Successor Agency Boazd
of Directors or its designee for such completion as extended, Contractor shall have filed application for extension
thereof,in writing,with the Engineer.
6-9 Liquidated Damages
For each consecutive calendar day in excess of the time specified,as adjusted in accordance with Subsec[ion 6-6,for
the completion of the work the Contractor shall pay to the City, or have withheld monies due it, the sum of$1,000
per day.
SECTION 7-MEASUREMENT & PAYMENT
7-2.1 Final Pay Quantity
When an item of work is designated as a final pay quantity in[he Me[hod of Measurement,or Basis of Paymen[,or
Bid Schedule as (F), the estimated bid quantity for that item of work shall be the final pay quantiry, unless the
dimensions of any portion or the quantity of that i[em aze revised by the Engineer,or[he item or any portion of the
item is eliminated. If the dime sions of any portion or the quantiry of the item aze revised, and the revision results in
an iocrease or decrease in the eslimated quantity of[hat item of work,[he final pay quantity for the item will be revised
iu the amount represented by the changes in the dimensions or the quantity. The Contract Unit Price adjustment will
be per Section 7-3.5 Contract Unit Price.
If a 6nal pay item is eliminated,the estimated quantity for[he item will be eliminated. If a portion of a final pay item
is elimina[ed,[he final pay quantity will be revised in[he amount represented by the elimina[ed por[ion of the i[em of
work The estimated quantity for each irem of work designated as a final pay quantity in the Method of Measwemen[
or Basis oF Payment or Bid Schedule shall be considered as approximate only, and no guarantee is made that the
quantity which can be determined by computations, based ou the detaiLs and dimensions shown on the plans, wil]
equal the estimated quantity. No adjustmeut will be made in the event that the quantity based on computa[ions does
not equal the esrimated quanfity except uuder the following conditions: [n case of discrepancy between the quantity
shown in the Bid Schedule for a final pay item and the quantity or summation of quantifies for the same item shown
on the plans or in the proposal,payment will be based on the quantity shown in the Bid Schedule.
15
7-3.2 Partial and Fival Paymeut
Panial payments, except the final payment,shall not be made for periods of less than one month. To claim a partial
payment ou the amount due or the final payment itself,the Contractor shal(obtain approval of ineasurement of quantity
of work comple[ed from[he City inspecror and shall prepare an invoice showing a schedule of values,unit bid price,
quantity completed,quantity previously paid,tota]quantity as of the date oF invoice, amount claimed in the invoice,
previous payment,amount to be retained,and the contrac[amount unless satisfactory substitution as peanitted by the
provisions of this section are provided by the Contractor, the amount to be retained by the City shall be 5% of the
work completed as of the date of the payment request. The invoice shall be submitted to the Project Manager.
Payments aze made by the Finance Department the following week in which they are approved.
After completion of the contract, the City Council shall, upon recommendation of the Engineeq accept the work as
completed and authorize the final payment.
The final payment shal] be the entire sum found to be due the Contractor aRer deducting therefrom all previous
payments and all amounts to be kept and all amounts to be retained under the provisions of the contract All prior
partial estimates and payments shall be subject to correction in[he final estimate and payment.
The£nat paymeat of the reteution amount to the Coutractor shal]be made thirty-five(35)days from the date of the
recording of the Notice of Completion of the work after it is accepted by the City and shall be made on a duly certi£ed
voucher[herefore, excep[as Sta[e Law may permit Contrac[or[o receive said final payment prior to said thirty-five
35)day period after acceptance of work by City.
It is mutualty agreed among the parties to the conhact that ao certifica[e given or payment made uuder the contract,
except the final certificate of final payment, shall be conclusive evidence of full or substantial perfoimance of tltis
contrach,no payment shall be construed to be an acceptance of any defecdve work or improper material.
Unless a written notice of pmtest disagreeing with the approved final payment and a notice of intentions of additional
claims is filed with the Engineer prior to acceptance of the approved final payment,the acceptance of the fina]payment
by the Conhac[or shall release the City,the City Council,and the Engineer from any and all claims or liabilities on
accouut of work pedormed by the Contractor under the contract or any alterations thereof.
The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory perfosmance of
its conhact no later than ]0 days from the receipt of each payment the prime wntractor receives from the City of
Orange. My delay or postponement of payment from Ihe above referenced time frame may occur onty for good
cause following written appmval of the City of Orange. This clause applies to both DBE and non-DBE
subconvactors.
The prime conhactor agees further to release retainage payments to each subconhactor within 30 days after the
subconhactor's work is satisfactorily comp(eted. Any delay or postponement of payment from the above referenced
time frame may occur only for good cause following written approval of the City of Orange. This clause applies to
both DBE and non-DBE subcontractors.
7-3.21 Substitution of SewriHes for RetenHou
1 lieu of the City's retaining a portion of progress payments due a contractor, [he contractor may elec[ to deposi[
qualifying securi[ies equivalent to the amount to be held. Upon such deposit under an escrow agreement, the funds
must be released.The Califomia Public Contrac[Code specifies Ihe exact form of escrow agreement(Contract Code
Section 2230Q Subdivision E).
7-3.3 Deiivered Ma[erials
Materials delivered, but not in place, will not be classed as work done, except as otherwise provided in the
specifications.
16
7-3.4 Mobilization
Refer to the technical specifications Ol 22 OS 1.2 Preparation of Applications for Payment
7-3.5 Contract Unit Prices
If a change is ordered in an item of work covered by a Conhact U it Price, and such change does not involve a
substantial change in chazac[er of the work from that shown on the Plans or included in the Specification, then an
adjustment in payment wi(1 be made.This adjustment will be based upon the increase or decrease in quaatity and the
Contractor Unit Price.
In the case of such an increase or decrease in a Major Bid Item, [he use of this basis for the adjustment of payment
will be limited to that portion of[he change,which rogether with all previous changes to that item,is not in excess of
25 percent of the total wst of such item based on the original quantity and Contract Unit Price.Adjustment in excess
of 25 percent may be done by extension of Contrac[Uni[Prices as descdbed above,or pursuant ro Scetion 7-3.53.
A Major Bid Item is identified as a Bid Item that has a total cost of$50,000 minimum or 10%of the Total Conhact
Cost whichever is greater.
If a change is ordered in an icem of work covered by a Contract Unit Price,and such change does involve a substantial
change in chazacter of the work from that shown on the Plans or included in the Specifications,an adjus[ment will be
made in accordance with Seetion 7-3.5.3.
Should any Conhact item be deleted iu its entirety, payment will be made on(y for actual costs incucred prior to
notification of such deletion.
7-4.1 Extra Work: General
If the City and the Contractor cannot reach an agreement to establish an agreed lump sum price or stipula[ed unit
prices, the City reserves the right to direct the Contractor to perfoxm such work using an acceptable substitute
snbcontractor. The Ciry may order the Contractor to obtain bids from three or more subcontractors to perfolm such
work. Upon written approval of a subcontractor selected by the Engineer,the Conhactor sLall enter into a subcontract
with such subcontracror to perfoim such work. All the Contractor's markups shall be in accordance with the provisions
of Section 7-4.3.
The exha work as defined in tlus sectiou of Standard Specifications,and any work done beyond the lines and grades
shown on the plans, shall only be performed when ordered in writing by[he Engineer. In absence of such written
order,any such work shall be considered unauthorized and will not be paid for. Work so done may be ordered removed
at[he Contractor's expense.
7-41 Basis for Establishing Labor Casts
The cost of labor shall be the actual cost for wages of workers performing Ihe extra work based on basic hourly rate
plus fringe benefits paid in acwrdance wi[h the certified payroll statemen[s,plus a labor surcharge of twenty(20%)
percent This labor surcharge shall be considered [o include employer payment of payroll tarzes, workers
compensation insurance,liability insurance,social security,Medicaze,Federal and State unemployment,and the State
training taxes. All other compensation to the Contractor for labor on exha work shall be considered included in the
fifteen(IS%)percent markup for overhead and profits as amended in 5ection 7-43.
7-4.2.3 Tool and Equipment Rental
When the rental rate of equipment includes an operator, the work performed by such rented equipment shall be
considered subcontracted work and compensation shall be made to the pr'vne contractor pursuant to Section 7-4.3.2.
Any oumed equipment rate shall be detemuned by Caltraus Equipment Rate latest edition.
l7
7-4.3 Markup
7-4.3.1 Work by Contractor
A combined single mark up of IS°/a shall be allowed for labor,material,equipment rental,bonding, and other items
and expendiNres and shall constimte for all overhead and profit.
7-0.3.2 Work by Subcontractor
When any of the extra work is performed by a subcontractor,Ihe mazkup established in Section 7-43.1 shall be applied
to[he subconhactor's costs as determined under Section 7-41. Contractor is allowed to markup 5°/a to the sum of the
subcontractor's costs and markup for all overhead and profit for the contractor on work by the existing subcontractor.
Conhac[or can mazkup 10%to the sum of the subcontractor's costs and mazkup for all bonding, overhead,and pro£t
for the contractor on work by a new subconhacror.
SECTION 8-FACILITIES FOR AGENCY PERSONNEL
Provisions of this section do not apply unless otherwise provided in Special Provisions.
PART 2
CONSTRUCTION MATERIALS
SECTION 218-ELECTRICAL COMPONENTS
Where applicable, Sou[hem Califomia Edison Company Standard Specifications, Califomia Building Code, Local
Building Code,and Standard Plans shall also apply.
PART 3
CONSTRUCTION METFIODS
Provisions of this section do not apply unless otherwise provided in Special Provisions
PART 4
EXISTING IMPROVEMENTS
SECTION 400—PROTECTION AND RESTORATION
400d.1 Protectiou and Restoration of Existing Facilities
The Contractor shall be responsible for the protection of public and private property adjacent to the work and shall
exercise due caution to avoid damage to such property.
Contractor shall protect atl exisling improvemen[s wi[hin [he righ[-of-way, which are not designated for removal.
Existing improvements damaged by the contractor as a result of his operations shall be repa'ved or replaced by the
Contracmr at no cost ro the property owner or Successor Agency.
18
400-3 Paymeut
The payment for PROTECTION AND RESTORATION OF EXISTING FACILITIES shall be included in the
contract prices bid for other items of work and no additional compensation will be allowed therefore.
402-1 Location
Locatio¢of utilities shown on plans shall be considered approximate only. Contracror sLall cazefuliy excavate in the
vicinity and shall locate all urilities showu on[he plan. The Conhacror shall be responsible for any damage to existing
utilities shown on the plan,regardless of eacact location.
Locations of sewer laterals show¢on the plans aze &om the available rewrds of the City of Orange. All tlie sewer
laterals&om the sewer main to the property may no[be shown on Ihe plans. However,the Conhactor is required to
assume that each property will be served by a sewer lateral. The sewer]aterals are not the property of the City of
Orange and these laterals from sewer main to the property belong to each i dividual property ownec The Contractor
shall contact each property owner to determine the location and depths of such laterals and shal]protect these in place.
Full compensation for protecting such laterals in place shall be considered included in the prices bid for iteros of work
which may affect such laterals.
Revise fifth pazagraph of the Standard Specifications(Green Book)to read:
The Conhactor shall notify each owner of the subsurface installations, including the service connections, and shall
determine the exact location and depth of subsurface installation as apprwcimately marked by the respective ownecs,
which may affect or be affected by the Conhactors operations. The City of Orange shall not be responsible for any
compensation to the Contractor for any unmarked or incoirectly marked approximate locations by the respective
owners. If no pay item is pmvided in[he contract for this work,full compensation for such work shall be considered
as included in[he prices bid for other items of work. "Subsurface Installatiod'in this section means any underground
pipeline,conduit,duct,wire,oc other structure,except non-pressurized sewer lines,non-pressurized storm drains,or
other non-pressurized drain pipes,operated or maintained in or across public streets or public right-of-way.
402-6 Cooperation
This design-build project iucWdes both a joint effort to improve the AV technology as well as an architectural upgrade
ro the EOC space by a tenant improvement(Tn.The intent and main subject of this RFP is to provide the required
details of the AV technology improvement effort even while full coordination with the tenant-improvements aspects
of the project is expected and required by the AV Systems Integration ficm in ordec to meet the overatl goals of the
project.
19
ATTACHMENT NO. 2
TECFINICAL SPECIFICATIONS
Behind this sheet]
SP-4119 Technical Specifications
Table of Contents
010000 GENERAL REQUIREMENTS..............................................................................................................................1
011113 WORK COVERED BY CONTRAR DOCUMENTS............................................................................................1
0122 OS MEASUREMENT AND PAYMENT.................................................................................................................4
0132 OS CONTRACTOR SCHEDULES AND REPORTS..................................................................................................5
0130 00 ADMINISTRATIVE PROVISIONS...................................................................................................................7
0133 00 SUBMITTALS................................................................................................................................................9
01 73 29 PATCHING AND REPAIR...............................................................................................................................9
0145 00 QUALIN CONTROL....................................................................................................................................10
0150 00 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS.......................................................................10
0160 00 MATERIAL AND EQUI PMENT....................................................................................................................11
0170 00 CONTRACT ClOSEOUT..............................................................................................................................12
060000 WOOD, PLASTICS,AND COMPOSITES...........................................................................................................13
0610 00 ROUGH CARPENTRY..................................................................................................................................13
06 20 00 FINISH CARPENTRY....................................................................................................................................14
07 00 00 THERMAL AND MOISTURE PROTECTIONS....................................................................................................16
07 84 00 FIRESTOPPING...........................................................................................................................................16
07 90 00 SEALANTS..................................................................................................................................................16
09 00 00 FINISHES........................................................................................................................................................17
09 22 00 LIGHT GAUGE METAL SUPPORT SYSTEMS................................................................................................17
09 2216 NON-STRUCTURAL METAL FRAMING.......................................................................................................17
09 29 00 GYPSUM BOARD.......................................................................................................................................20
09 5113 ACOUSTICAL PANEL CEILINGS...................................................................................................................21
09 68 13 CARPET TILE..............................................................................................................................................24
09 90 00 PAINTING..................................................................................................................................................33
10 00 00 SPECIALTIES...................................................................................................................................................35
1014 23 SIGNAGE....................................................................................................................................................35
10 44 16 FI RE E%TINGUISHER..................................................................................................................................35
22 00 00 PLUMBING....................................................................................................................................................35
26 00 00 ELECTRICAL...................................................................................................................................................42
26 09 36 MODULAR DIMMING CONTROLS..............................................................................................................43
26 10 10 ELERRICAI GENERAL REQUIREMENTS.....................................................................................................46
26 10 50 BASIC ELECTRICAL MATERIALS AND METHODS........................................................................................50
26 5100 INTERIOR LIGHTING..................................................................................................................................61
TS-1
0100 00 GENERAL REQUIREMENTS
011113 WORK COVERED BY CONTRACT DOCUMENTS
PART1: GENERAL
1.1 SUMMARY
This Section summarizes requirements and provisions forthe Controctors execution ofthe work forthe
Emergency Operation Center remodel forthe City of Orange Police Department underthis Contract.
The City of Orange Police Department intends to remodel the existing Emergency Operation Center(EOC). The
work will be split into two Contracts,an Audio Visual (AV)Upgrode and a Tennant Improvement(T.I.)Contrect.
The T.I.controctorwill coordinate with the AV Installer and will provide construction support to the AV Contractor
as described in the following sections and as directed by the City Representative. The work involves removing the
existing recessed drop tables, relocating the existing electrical outlets,constructing a kitchenette area,refreshing
the existing drop-down ceiling,providing new LED lighting,wired into 3 independent dimming zones,which shall
be integrated into the AV Control system,The contractor will also provide power,conduit only and boxes for the
Audio Video upgrade. In addition to these improvements the EOC will be repainted,re-carpeted,new laminate
flooring installed,and the doors refinished.
Scope of work includes but not limited to:
A. Demolition and removal inclusive of AV cabling and equipment as required in preparotion for
construction of the proposed EOC remodel,as shown in the plans.AV removals shall 6e coordinated
with the City to ensure that other low-voltage systems and cabling are not removed or disturbed.
B. Remove the existing drop-down table,reframe and install drywall.
C. Relocate the existing outlets to their perspective location,as shown in the plans and as directed by
the City Representative.
D. Provide 1-1/2"conduit and boxes for the AV wiring as shown on plans and directed by AV Contractor
and City Representatives.Conduits shall terminate a Min 12"Above drop Ceiling.
E. The city will Provide N mounts for the Project,and The Contractor shall install and provide power,
AV conduits and boxes,and backing/bracing for the installation of the mounts.
F. The contractor shall provide a single-gang flush-mount wall boxfor cabling and mounting of AV
Control Panels.Mounting of the main AV Touchscreen Control Panel may require a special mount
depending on model and should be coordinated bythe AV Contractor(Mount will be Provided).
G. The contrector shall provide cable path and anchor points to the digital clock and time,coordinate
with AV contrac[or for location.
H. The city will provide Screen Ceiling mount and Projector Mount.The Contractor shall install and
provide power,AV conduits and boxes,and backing/bracing for the installation of the mounu.
I. Demolition and removal as required of the existing p eumatic air tubes,the system to be cut and
plug above the Ceiling area.
1. Construct a Kitchenette area,which includes fixtures,plumbing and electrical. Contractor shall
submit shop drawing of the ca6inet for approval by the City before ordering Cabinets.-Product By
Hamilton; Doors Are Dove Gray(002); Counter Tops Are Misted Zephyr(094); Hardware Is Crescent
Silver
K. Install Computer Cabinet as shown on the plans. The contractor shall submit shop drawings of the
cabinet for approval by the City before ordering Cabinets. Product By Hamilton;Doors Are Dove Gray
002; CounterTops Are Misted Zephyr(094); Hardware Is Crescent Silver
TS-1
L. Construct a recessed area to receive the proposed 75"Map Monitor as shown on the plans. The
Contractor shall install the N mount and provide power,AV conduits,and boxes.
M. The City will provide Glass Boards,the Contractor shall install as shown on the plans,and as directed
by the City Representa[ive.
N. The contractor shall remove the existing badge from the Briefing room and install at the EOC,as
shown on the plans. The Contractor shall repair and refinish the entire wall of the Briefing room from
where the Badge was removed.
O. The existing doors shall be refinished in a Walnut stain;the Contractor shall submit a sample finish
before finishing the doors for approval.
P. The existing lighting shall be removed,and 2x2 led troffers shall be installed. The lighting will 6e
wired into 3 independently controlled dimming zones. The Contractor shall submit photometric
analysis of the area for final layout approval
I. 50-75 foot Candle
Q. The proposed lighting shall be integreted into the AV System,Contractor to provide Creston Green
Light Integrated Lighting System GLPAC-DIMFLV4;2-Keypad:C2N-CBD,7 Button-Style 2;Occupancy
Sensor:GLS-ODTY-C-NS or Lutron system to provide equal functions.
R. Three new Circuits will be run from Panel PPZ located on the second floor,about 150 feet from the
projectarea.
I. Refrigerator—lOutlet
II. Kitchenette Area-1 GFI Outlet
III. ServerRoom-2outlets
S. Remove existing Carpet and Install Laminate flooring as shown on the Plans
T. Remove existing carpet and Install Tile Carpeting as shown on the Plans
U. Remove the existing folding partition,repair drop ceiling as needed,reframe pocket at wall as
needed.
V. Remove existing curtains,repair walls as needed.
W. Repaint the entire EOC room.
x. Refresh the existing drop-down ceiling tiles,grid and,provide seismic bracing as needed
1.2 DESCRIPTION
A. The generel intent of the Contract,Specifications, plans,and all other Contract Documents and
provisions thereof is that the Contractor shall:
I. Furnish all tools,qualified labor,materials,equipment,qualified superintendence,and all
services,other incidentals,assurances and guarantees,assumptions of risk,and responsibility for
the performance of the Work as set forth in the Contrect Documents unless otherwise
specifically provided
II. Begin Work promptly and proceed ezpeditiously and continuously without cessation or
shutdown of Work unless othenvise specifically approved in writing,or directed bythe Contract.
III. Perform,complete,and make ready for its intended purpose,within the times specified,
including additional times provided for certain conditions,the Work or parts thereof covered 6y
the Contract,all in accordance with plans,specifications,and any addendum there[o and such
direction or instructions as the City Representative may give to supplement the plans and
TS-2
Specifications. The Contractor shall retain sole responsibility and expense for Quality Control of
their Work products.
IV. The contrector shall be responsible for day-to-day coordination during construction with the City
Representative,Inspectors,and AV Contractor.
1.3 INTENT OF PLANS AND SPECIFICATIONS
A. The intent of the Plans and Specifications is to prescribe the details for the construction and
completion of the Work that the Contractor undertakes to perform in accordance with the terms of
the Contract. Where the Plans or Specifications describe portions of the Work in general terms,but
not complete detail,it is understood that only commonly accepted industry practice is to prevail.
Unless otherwise specified,the Contractor shall furnish all labor,materials,tools,equipment,and
incidentals,and perform all the Work involved in executing the Contract in a satisfac[ory and
workmanlike manner
B. The City Representative will determine whetherthe Work has been completed in accordance with
the Contract,Plans,Specifications and reference Specifications. The City Representative will decide
all questions that may arise as to the quality or acceptability of materials furnished and Work
performed,and regarding the interpretation of the Plans,Speciflcations,and reference Specifications.
C. Plans,Standard Specifications,and Project Specific Specifications are essential parts of the Contract,
and a requirement indicated in one is binding as though indicated in all. They are intended to be
cooperative and to descri6e and provide for the complete Work.
D. The organization ofthe Specifications into divisions,sections,parts,and paragraphs,and the
arrangement of the Plans shall not control the Contractor in dividing the Work among Subcontractors
or in establishing the extent of Work to be performed by any trade. Study and compare the Contract
Documents and immediately report to the City Representative any error,inconsistency,or omission
that may be discovered. The Contractor shall be liable to the City of Orange for any damage resulting
from any such unreported errors,inconsistencies,or omissions in the Contract Documents.
E. The Ciiy of Orange shall not be responsible for and shall not have control or charge over the acts or
omissions of the Contractor,Su6contractors,or any of their agents or employees or any other
persons performing any ofthe Work.
1.4 COORDINATION
A. Reference Material: Reference Specifiications or5tandards referred to in the plans,Standard
Specifications shall be the most recent version in effect as of the bid due date of this Contract.
Where referenced standards refer to the"Specifications;'this shall mean these Standard
Specifications,the Contract Drawings,and the Project Specific Specifications of this Contract. Where
referenced standards refer to the"special provisions or conditions;'this shall mean the Contract
Drawings or the Specifications of this Contract. The Contractor is responsihle for obtaining all
reference material at its own expense,and for making itself familiar with the requirements therein.
B. Construction Interfacing and Coordination:Layout,Phasing,and sequencing of Work shall be solely
the Contractor's responsi6ility. Controctor shall bring togetherthe various parts,components,
systems,and assemblies as required forthe correct interfacing and integration of all elements of
Work. Contractor shall coordinate Workto correctly and accurately connect abutting,adjoining,
overlapping and related elements,including utilities,for a complete operational system to the
satisfaction of the City Representative.
C. Superintendence of Work:Contractor shall appoint a field superintendent,who shall supervise and
coordinate all Work required by the Drawings and Specifications.
D. Subcontractors,Trades,and Materials Suppliers:Contractor shall require all subcontrectors,trades,
crefts,and suppliers to coordinate their portions of Work with the Superintendentto prevent
scheduling,sequencing,dimensional,and other conflicts and omissions.
TS-3
E. Contractor shall coordinate with the AV Contrector as needed or directed by the City Representative
0122 OS MEASUREMENT AND PAYMENT
PART1: GENERAL
1.1 SECTION INCLUDES
A. Procedures for preparation and presentation of Applications for Payment.
B. Procedures for preparation of Schedule of Values(Breakdown of Costs).
1.2 PREPARATION OF APPLICATIONS FOR PAYMENT
A. Preparation ofApplications for Payment:Comply with requirements in the General Provisions and
specific directions of the Engineer.
B. Payment Application Forms:Use forms as directed by the Engineer and provided bythe City,and cost
hreakdown as submitted by the contrac[or. Mobilization cost notto exceed 10%.
C. Payment for"mobilization"shall 6e made in percentages as follows(less retention):
ContractAmountCompleted PaymentforMobilization
5% 50%
10% 75%
30% 100%
D. Progress payments shall be made monthly,based on Contractor's Schedule of Values(Breakdown of
Costs)and monthly update of Contractor Schedule. Submit request for progress payment by the Sth
of the following month for all work done the previous month. Payment request must follow the
Schedule af Values previously submitted by the Controctor. Sign progress payment request. Submit
other documentation such as certified payroll,monthly labor utilization form,and waivers as required
by contract.
E. Percentage of completed items will he paid. Payment for amount of work completed in current
progress payment period shall be sum of activity cost multiplied by percentage of work completed for
each activity in progress minus previous payments,less retention.
F. Materials on site but not installed in construction should not be included in Progress Payment,and
will not he paid by the City of Orange
G. No paymen[shall be made for materials or equipmentwhich do not have accepted submittals. If
material or equipment is not identified,it is responsibility of Contractor to submit necessary cost
adjustments to Contract Schedule. Incorporation of such revisions to computerized version of
Contract Schedule and payments on such requests are at discretion and acceptance of the Owner.
H. Final Payment: Prepare Application for Final Payment in compliance with requirements in the General
Provisions,as directed by the Engineer and as specified in the Project Closeout.
1.3 SCHEDUIE OF VALUES(Breakdown of Costs)
A. Submit to the City Representative a Schedule of Values(Breakdown of Costs)allocated to the various
portions of the Work,within seven days after award of Contrac[.
B. Upon request of the City Representative,support the values with data which will su6stantiate their
corcectness.
C. The Schedule of Values shall be used only as the basis for the Contrector's Applications for Progress
Payment.
TS-4
D. Schedule shall list the installed value of the component parts of the Work in sufficient detail to serve
as a basis for computing values as itemized in the Breakdown of Costs for progress payments during
construction.
E. Follow the table of contents of the Project Technical Specifications as the format for listing
component items. Identify each item with the number and title of the respective major section of the
specifications. For each major line item, list sub-values of major products or operotions under the
item.
F. Provide a line item to identify each of the following:
I. Bonds
II. Insurance premiums
III. Field supervision
G. Each item shall include a directly proportional amount of Contractor's overhead and profit,which will
not be paid separately. The sum of all values listed in the schedule shall equal the total contract Sum.
0132 OS CONTRACTOR SCHEDULES AND REPORTS
PART1: GENERAL
1.1 SUMMARY
A. Section Includes:Provide Contractorschedules and reports as specified and as required for
completion of Project and as approved by Owner.
I. The Owner will use updated version of Contractor Schedule in evaluating progress of work and
determining progress payments to be made to Contractor.
1.2 CONTRACTORSCHEDULES
A. At the Preconstruction meeting,the Contractor shall prepare and submit to the Engineer for approval
a schedule of work. This Preliminary schedule shall indicate the number of days the Contrector
anticipates working on each phase. Schedule shall 6e in sufficient detail and shall be Contractor's
plan of construction for completing contract work.
B. The dates of all key phases of the Plan shall appear clearly on the schedule. The schedule shall be
comprehensive,showing planned sequences of operations,the dates for commencement and
completion of all salient features of the work,activities at the site of the work,procurement,and
construction. Include sequence of early operations and procurement activities for all materials and
equipment provided underthis contract—show details of activities of each stage,which show the
plan to complete each stage within time specified.
C. Overall time of completion and time ot completion for each milestone shall adhere to times in
General Condi[ions unless an earlier(advanced)time of completion is requested by Contractor and
agreed to by the Owner. Any such agreement shall be formalized by a change order.
D. Activity for"mobilization"will be allowed which includes preparatorywork and operations,including,
but not limited to those necessaryfor movement of personnel,equipment,supplies and incidentals
to Project site,for establishment of all o ces,buildings and other facilities necessary for Work of
Project,and for all other work and operations which must be performed or costs incurred prior to
beginning work on various items on Project site.
E. Failure of Contractor Schedule to include any element of Work or any inaccuracy in Contractor
Schedule will not relieve Contractor from responsibility for accomplishing aII Work in accordance with
Contrect.
F. Activities dependent on submittal acceptance or material delivery shall not be scheduled to start
earlier than expected acceptance or delivery dates.
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G. Allow at least thirty calendar days for developing punch list,completion of punch list item,and final
cleanup for the work or any designated portion thereof.
1.3 FORMATOFSCHEDULE
A. The schedule shall be of the bar chart,Critical Path Method(CPMJ,or time stale precedence types,at
the Contractors option. The critical path method type schedule shall be in the form of a network
diagram and activity listing. The precedence type schedule shall be in the form of a network diagram,
activity listing,and input listing.
1.4 APPROVALS
A. Preliminary Contractor Schedule shall be submitted to the Owner for review and approval.
B. Approved Schedule of Values(Breakdown of Costs)shall be used as the basis for monthly progress
payments prior to approval of the Contrac[or Schedule.
C. The schedule and each revision thereof shall be subject to approval by the City for conformity with
the requirements of this article.
D. The Owner will review Contrector Schedule for conformance with requirements of Controct,
Supplementary Conditions,and this Section. The Contractorshall assist in reviewing and evaluating
each schedule furnished.
I. Within ten calendar days aher receipt,Owner will approve Contractor Schedule orwill return it
with comments.
II. If ContractorSchedule is not returned approved,Contractorshall revise schedule to incorporate
comments and resubmit schedule for approval within 7 working days after its receipt.
III. Approval of Contractor Schedule will not relieve Contractor of responsibility for accomplishing
Work in accordance with Contract.
1.5 CONTRACTSCHEDULEREVISIONS
A. The Contractor shall promptly advise the Engineer of any occurrence requiring substantial revision of
the schedule and shall furnish a revised schedule within 7 days of such occurrence.
B. If sequence of construction differs significantly as determined by Owner from Approved Contrect
Schedule,Contrector shall submit within ten calendar days a revised schedule to Ownerfor approval.
C. When Proposed Change Order is issued,which has potential to impact specified completion date,a
schedule adjustmen[shall be prepared by Contractor to reflect impact of such changes.
D. Aker schedule,adjustment has 6een approved,and Contractor ordered to proceed with Proposed
Change Order,it shall be incorporated into Contract Schedule.
E. Time eMensions will be considered only to extent there is insufficient remaining float to
accommodate these changes.
F. No additional cost 6eyond that provided in General Conditions will be allowed for incorporation of
approved Proposed Change Ordersinto ContractSchedule.
1.6 MONTHLYUPDATES
A. Contrector shall submit to Owner each month,along with submission of updated computer report
required bythis Section,an up-to-date status report of Work which shall include:
I. Controctor's estimated percentage complete for each activity not yet complete.
II. Actual start/finish dates for activities as appropriate.
III. Ide tification of processing errors,if any,on previous update reports.
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IV. Revisions,if any,to assumed activity durations including revisions for weather impact for any
activities due to effect of previous update on schedule.
V. Identification of activities which are affec[ed 6y proposed Change Orders issued during update
period.
VI. Resolution of conflict between actual work progress and schedule logic.
a. When out of sequence activities develop in Contract Schedule because of actual
construction progress,Contractor shall submit revision to schedule logic to conform to
current status and direction.
b. Owner will review updated information and meet with Contractor each month at site to
determine status of Work.
1.7 DEFAULT
A. Failure of Contractor to substantially comply with requirements of this Section shall constitute reason
that Contrector is failing to prosecute Work with such diligence as will ensure its completion within
Contract times and shall be considered grounds for termination or other remedy pursuant to terms of
this Contrac[.
013000 ADMINISTRATIVE PROVISIONS
A. Separate Work:
1. Items noted"NIC"(Not in Contract),will be furnished and Installed by the Owner.
2. Perform work so as to allow the performance of work by other Contractors.
B. Special Work Requirements:
1. Limitthe use of premises to only those areas involved in the construction operations and as required for
access.
2. The Contractor shall coordinate use of premises under the direction of the Owner and in accordance with
the requirements of Jurisdictional code authorities.
C. Existing Utilities:
1. The City Representative or the Owner assumes no responsibility for the completeness or accuracy of
existing utility line Information shown on the Drawings. The Contractor shall verify all the utility
Information before the start of construction.
2. Unless otherwise required, maintain all existing water,sewer,gas,and Irrigation lines, lighting,power,
and telephone wires or conduits,plus any other surface or subsurface utilities,and[heir connections to
structures,undisturbed during the progress of work.
3. Where temporary utility shutdown is required forthe performance of the work,schedule,and coordinate
with the Owner. Should the Contrector In the performance ofthe work,disturb,disconnect,or damage
any existing utilities required to remain in service,all-expense arising from such disturbance,replacing or
repair thereof shall be borne by the Controctor.
4. Maintain and operate utility systems to assure continuous service,except othenvise approved by the
Owner. Give not less than seven days'notice of proposed utility shutdowns.
5. Obtain approval from the Owner prior to cutting any utility lines.
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D. Owner Furnished Contractor Installed Products:
1. The Owner will furnish various products as Indicated on the Drewings and or specifed in the technical
sections.
2. Owner's Responsibilities for Owner Furnished Products:
a. Arrange for and deliver shop drawings,product data,and samples,where required,to Contractor.
b. Arrange and pay for prod ct delivery to site,unless otherwise specified.
c. On delivery,inspect products jointly with the Con[ractor.
d. Submit claims for transportation damage.
e. Arrange for replacement of damaged,defective,or missing items. f.Arrange for manufacturer's
warranties,Inspections,and service.
3. Contractor's Responsibilities for Owner Furnished Products:
a. Review shop drawings,product data,and samples,as requested,and as necessaryto facilitate
Installation.
b. Receive and unload products:Inspect for completeness and damage:coordinate:transport from the
warehouse to the site,and unload produc[s.
c. Handle,store, Install,and finish products,In compliance with Contract Documents and
manufacturer's instructions,as applicable.
d. Repair and replace Items damaged by Work of this Contract.
e. Coordinate all work required to accommodate Ownerfurnished Items.
E. Coordination:
1. Coordinate work to assure efficient and orderly sequence of Installation of construction elements,with
provisions for accommodating Items Installed later.
2. The Contractorshall coordinate space requirements for mechanical and electrical systems. Make runs
parallel with lines of building. Utilize spaces e ciently and maximize accessibility for maintenance,repair,
and other Installations.
3. Execute cutting and patching to Integrate elements of ihe Work. Remove ill-timed and defective work
and replace it with new work conforming to the requirements of the Contract Documents.
F. Referenced Standards:
1. Materials and equipment specified by reference to standard specifications,trede association publications,
and manufacturer's catalogs and Installation recommenda[ions shall referto the latest Issue in effect at
the date of Contract,except where specifications or governing building codes refer to specific Items to an
earlier 155ue.
2. In case of conflict between the project specifications and referenced standards,the one having the most
s[ringen[requirements shall govem.
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0133 00 SUBMITTALS
A. SubmittalProcedure:
1. Make submittals to the City Representative as directed.
2. Identify deviations from Contract Documents. Leave space for Contractor and Architect review stamps.
3. Review and sign each submittal before submission. Unsigned submittals will be returned.
4. Unless specified otherwise,submitthe number of submittals the Contrector requires,plus one which will
be retained by the Owner or the City Representative.
5. Transmit each item underAlA Form G830,unless approved otherwise. Include project name,Contractor
name,subcontrac[or or supplier name,and drawing sheet. Detail number or specification section
number corresponding to the su6mittal as appropriate.
6. Make submittals as required to cause no delay in the Work. Allow sufficient time for possible revision and
resubmittal of rejected submittals—coordinate submittal of related Items.
7. Revise and resubmit rejected submittals as required to obtain approval,identifying changes made since
the previous su6mittal.
B. Shop Drawings,Product Data,and Samples:
1. Shop Drawings:
a. Submit shop drawings in the form of one electronic file and one opaque reproduction.
b. Unless specified otherwise,shop drawings shall show quantities,materials,and methods of assembly,
adjacent construction,dimensions,and all other appropriate information to fully illustrate the work.
2. Product Data:
a. Mark each copyto identify applicable products,models,options,and other data:supplement
manufacturer's standard data to provide information unique to the work.
b. Submit the number of copies,which the Contractor requires,plus 2 copies,which will 6e retained by
the City Representative.
3. Samples:
a. Submit samples as specified in the technical sections.
b. Include Identification on each sample,giving full informa[ion.
c. Submit three samples,one of which will be retained by City Representative,unless indicated
othenvise in the technical section.
C. Certificates:Submit the original signed version to the City Representa[ive.
0173 29 PATCHING AND REPAIR
A. Repair existing surfaces and construction as necessary to make Work complete,with all components matching
and consistent.
B. Review patching procedures with the City Representative or the Owner,prior to proceeding.
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C. Provide a smooth,even,and invisible transi[ion to new construction. When finished surfaces are cut so that
an Invisible transition with new work is not possible,terminate existing surface along the nearest break line,
loint,or comer.
D. Seal penetrations through floors,walls,and ceilings,In accordance with City Standards.
0145 00 QUALITV CONTROL
A. Standards:Complywith industry standards except when more restrictive tolerances or specified requirements
indicate more rigid standards or more precise workmanship.
B. Install products in accordance with the manufacturer's recommendations. Where conflict exists 6etween
manufacturer's recommendations and the specified requirements,notifythe City Representative Immediately.
C. Examination Priorto installation:
1. Prior to starting work,carefully inspect the installed work of other trades and verify that such work is
completedtothepointwhereworkofthisSectionmayproperlycommence. NotifytheCity
Representative in writing of conditions detrimental to the proper and timely completion of the work.
2. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes
acceptance of site conditions and responsibility for defective Installation caused by prior observable
conditions.
0150 00 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
A. Temporary Utilities:
1. Electricity,lighting,heating,ventilation,water,sanitary facilities,and fire protection are available on site.
2. All temporery modifications and connections to,and services not provided by,the Owner's existing
systems,and required for construction,shall he provided by the Contractor.
3. Restroom Facilities:
a. Coordinate with the Owner for the use of facilities on site. Existing restroom facilities,when
operable,may 6e used by construction personnel.
b. When existing facilities are not accessible underthese provisions,the Contractor shall provide
suitable portable facilities,In accordance with the Owner's requirements.
c. The Contractor shall be responsible for the cleaning and maintenance of restroom facilities within the
area of work and shall leave facilities clean and operable at time of project[urnover.
B. Construction Aids and Equipment:
1. Provide construction aids and equipment necessary to facilitate the execution ofthe work.
2. Ru66er tired Equipment:All carts,trucks,wheelbarrows,and similar wheeled conveyances used in or on
any portion of the structure shall be equipped with pneumatictires unless otherwise expressively
authorized by the City Representative.
C. Safety earriers:Provide and maintain all lawful and necessary barricades,railings,flooring, lights,warning
signs,signals,and precautions as may be required to safeguard persons from Injury.
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D. Cleaning During Construction:Maintain all adjacent occupied spaces free of dust and other contaminants prior
to daily Civic Center opening.
E. Temporary Controls:Comply with all Owner Standard requirements and details,as applicable.
1. Dust Control:Provide all methods,materials,and equipment,including the erection and maintenance of
dustproof enclosures,as necessary to prevent migration of dust and contaminates,to other parts of the
Job site.
2. Maintain exiting In accordance with Code and store operational requirements.
3. Pollution Control: Provide methods,means,and facilities required by law to prevent contamination of
soil,water,or atmosphere by the discharge of noxious substances from construction operations.
4. Smoking:Smoking shall 6e prohibited in all interior and exterior spaces.
5. Noise:
a. The use of portable sound equipment audible from occupied spaces shall be prohibited.
b. Performance of noise-producing ac[ivities shall be only outside normal operating hours,except as
otherwise approved or directed by the Owner. Performance of quiet work."which does not require
use of power or Impact tools,will he unrestricted,except as otherwise approved or directed by the
Owner.
F. Protection: Protect existing and new construction from damage caused by construction operations:provide a
protective covering to protect surfaces,as applicable.
G. Removal:
1. Completely remove temporery materials and equipment when their use is no longer required,and when
they interfere with the business operation.
2. Clean and repair damage caused by temporery Installations or use oftemporary facilities.
0160 00 MATERIAL AND EQUIPMENT
A. Delivery,Storage,and Handling:
1. Transport and handle products by methods to avoid product damage.
2. Manufactured products shall remain in manufacturer's containers or packaging until ready for installation.
3. Unless specified otherwise,store manufactured products In accordance with manufacturer's instructions.
B. Produc[Substitutions:
1. Furnish products specified,except su6stitutions may be considered forthe following reasons:
a. A product becomes unavailable due to no fault of the Contrector.
b. Subsequent Information or changes indicate that the specified product will not perform as Intended.
c. A substitute product will be In the Owner's best interest.
2. Document each substitution request with complete data substantiating compliance of proposed
substitution with Contract Documents.
TS-11
3. A substitution request constitutes a representation that Contrector:
a. Has investigated the proposed product and has determined that it meets or exceeds,in all respects,
the specified product.
b. Shall provide the same warranty for substitution as for the specified product.
c. Will coordinate Installation and make other changes,which may 6e required for work to be complete
in all respects.
d. Waives claims for additional costs,which may subsequently become apparent.
e. Agrees to pay all costs of redesign related to the substitution.
4. Su6stitutions will not be considered when they are Indicated or Implied on shop drewings or produc[data
submittals.
5. Submit substitution requests to the City Representative unless directed otherwise.
B. The City Representative will determine acceptability of proposed substitution and will notify Contractor of
acceptance or rejection within a reasonable time.
0170 00 CONTRACT CLOSEOUT
A. Final Cleaning:Perform the following to areas affected hy the work and not previously cleaned during dally
cleaning operations.
1. Thoroughlyclean all surfaces priortofinal acceptance.
2. Remove waste and surplus materials,rubbish,and construction facilities from the site.
3. Remove temporary labels,stains,and foreign substances.
4. Hand dust,clean,and polish tronsparent and glossy surfaces.
5. Power vacuum carpet and soft surfaces in affected work areas.
6. Clean equipment and fixtures to a sanitary condition.
7. Clean or replace filters of inechanical equipment.
8. Hand dust and clean all shelving,cabinets,casework,and similar built In Items both Installed under this
Controct or existing.
B. Project Record Documents:
1. Maintain a complete set of record drawings,which clearly and neatly indicate exact Installed locations of
Items,which will be concealed in the work such as conduit, piping,ducts,reinforcing, mechanical,and
electrical equipment,and similar items. Show all changes from the contract documents,and all
uncovered existing conditions,which will be subsequently concealed.
2. Record drawings shall be used for no other purpose and shall be stored separately from those used for
construction.
3. Documents shall be in same format as the Construction Documents.
TS-12
4. Keep documents current:do not permanently conceal any work until required information has been
recorded.
5. Prior to approving each request for partial payment,the City Representative reserves the right to inspect
the record drawings. All changes which have occurred in the workto date of payment request shall be
shown on the record drawings before the payment request will be approved.
6. At Contrect closeout,submit documents with transmittal letter containing date, Project title,Contractor's
name and address,list of documents,and signature of Contractor.
C. Operation Instruction: Instruct the Owner's maintenance and operation personnel in the proper operation and
maintenance of all equipment as directed afterthe installation is complete and in working order.
D. Operation and Maintenance Data:
1. Submit manufacturer's published operation and maintenance information covering all equipment
Installed on the project. Whether specified ornot,furnish published Information whenever special
maintenance procedures are required to assure the proper operation and durability of project material,
equipment,or finishes.
2. Number of copies:Unless otherwise specified,submit three of each within thirty days aker substantial
prqect completion.
3. Submit operation data and maintenance data bound in a three-ring binder. Include divider tabs to
separate data for each component,orgroup of similar components,as appropriate. Include name of
Project,Contractor,and City Representative.
4. Information shall be submitted by the General Contractorto the Owner.
E. Submit all manufacturer warrenties and guarantees.
Spare Parts and Maintenance Manual: Provide products,spare parts,and maintenance materials in quantities
specified in each Section,In addition to that used for construction of Work. Coordinate with Owner,deliver to
Project site and obtain receipt priorto final payment
O6 00 00 WOOD,PLASTICS,AND COMPOSITES
06 10 00 ROUGH CARPENTRY
A. Materials:
1. Blocking:Standard grade or better:kiln dried 19%maximum moisture content:grade stamped in
accordance with WWPA,WCLIB,or NLGA grading rules: Hem Fir,Spruce Pine Fir(SPF),or pouglas Fir
Larch,unlesslndicated orspecified otherwise.
2. Fasteners:in accordance with code requirements. Use self-tapping screw fasteners into metal framing,
hot-dipped galvanized fasteners at exterior locations.
B. FireRetardantTreatment
1. Fire retardant treat all Interior concealed lum6er and plywood,and other wood as Indicated or specified.
2. Pressure treat lumber In accordance with AWPA C 20 and plywood In acwrdance with AWPA C 27.
TS-13
3. All fire retardant treated wood shall bear a UL"FR s• label,or a label from an Improved inspection agency
certifying that the material has a flame spread rating no higher than 25 with no evidence of signi tant
progressive combustion when tested In accordance with ASTM EB4.
C. Installation:
1. Provide blocking,nailers,and curbs for all roof construction,metal flashing,and other construction as
Indicated.
2. Install wood blocking to receive mechanical fasteners for support of plumbing and electrical fixtures and
equipment,doorstop plates,blackboards and all otherwall and ceiling mounted components.
O6 20 00 FINISH CARPENTRY
A. Summary:
1. Standing and running trim,not Included with casework
2. Wood door frames,not Included with casework.
3. Plywood wainscot/wall paneling.
4. All other finished wood Items Indicated on the Drawings or otherwise required for a complete assembly.
B. Submittals:
1. Shop Drawings:Show all architectural woodwork and construction details. Indicate types,profiles,and
relationship to adjacent construction,Including relation to Ownerfurnished casework.
2. Samples:
a. Samples of each profile of standing and running trim proposed for the work.
b. Minimum 8"x10"sample of wood paneling. Walnut finish
C. Site Conditions:Maintain[emperature between 65 degrees and 80 degrees Fahrenheit,and humidity within
operational design range,from time of delivery of millwork to an area of the building in which It Is to be
installed.
D. Lumber:
1. Moisture Content:7 to 10 percent,unless otherwise indicated.
2. Solid Wood forTransparent Finish(Base and Base Trim):
a. Species:White Oak:plain sawn.
b. Defects:Limit in accordance with AWI lumber grade I.
3. Trim for Opaque Finish:
a. Defects:Limit In accordan[e with AWi lumber I.
b. Species:Natural birch,maple,yellow poplar,or other approved closed grain hardwood.
c. Medium or high-density wood fiberboard may be used in lieu of wood for Interiortrim applications
indicated for an opaque finish.
TS-14
d. Miscellaneous Lumber for Concealed Applications:AWi Grade III or better. Species Contractor's
option.
E. Panel Produc[s:
1. Plywood
a. Concealed:Softwood veneer plywood,APA grade stamped:BC EXT,or better,unless otherwise
noted.
b. Wood Paneling for Stain Finish:HPVA Grade B 2 or approved,7 ply birch plywood:3/4"thickness
unless otherwise indicated.
F. Accessories:
1. Adhesives: Products of a reputable adhesive manufacturer:types as recommended by the manufacturer
for the application: Invisible In the finished work. Finishing nails and trim head screws shall be properly
sized for adequate penetration into the substrate.
2. Furnish fasteners,metal broce,cleat systems,shims,hardware,sealants,and other materials as required
for complete and functioning Installation.
G. FireRetardantTreatment:
1. Factory pressure Impregnate wood materials with fire retardant materials to achieve a flame spread of 25
or less with no significant evidence of progressive combustion when tested for 30 minutes In accordance
with ASTM ES4,NFPA 255,or UL 723.
2. Approved Interior Fireproofing Products:Clearfinish product, Hickson Corporation"Dricon,"Hoover
Treated Wood Products"Pyro guard,or Osmose Wood Preserving Co.of America,Inc.Flame Proof LHC"
orapproved.
3. Treated plywood shall be kiln-dried to maximum of 15 percent moisture content.
H. Fabrication and Assembly:
1. Fabricate all finish carpentry Items In accordance with applicable AWi standards,premium-grade in sales
public)areas:custom-grede in all other areas.
2. Section Proflles: Minorvariations from the profiles Indicated will be accepted when specifically indicated
on the shop drawings and approved bythe City Representative.
I. Installation of Standing and RunningTrim:
1. Install all wood fremes and trim straight,true,level, plumb,and firmly anchored in place in accordance
with good trade practice,approved Shop Drawings.
2. Jointing:Make all loints to conceal shrinkage:miter all comers except that Inside comer of wall base shall
be coped:scarf all end to end Joints at a 45-degree angle: Install all trim pieces as long as possi6le,jointing
onlywhere solid support Is obtained. Make each continuous run of 8'-0"or less from a single piece
without loints:locate butt Joints no less than 4'O"from comers or ends of trim.
3. Fastening:
a. Install all Items straight,true,level,plumb,and firmly anchored in place. Coordinate with other
trades to ensure the placement of all required backing and blocking in a timely manner.
TS-15
b. Use trim head screws or nail trim with finishing nails of proper dimension to hold the member firmly
in place without splitting the wood. Putty or plug all fastener holes
07 00 00 THERMAL AN D MOISTURE PROTECTIONS
07 84 00 FIRESTOPPING
A. Products:
1. Safing insulation:Semi-rigid type:ASTM C612,class 1 and 2:preformed mineral fiber ball or roll: unfaced:
minimum 4pcf density, USG"Thermaliber"Saling Insulation (ICBO Report 2331),or approved:width and
thickness as required for application Indicated.
2. Firestopping Systems:5ystems meeting the requirements specified and suitable forthe conditions
Indicated.
B. Firestopping and Safing Installation:Install in accordance with the manufacturer's recommendations and as
necessary to meet the specified fire rating requirements.
07 90 00 SEALANTS
A. Submittals
1. Product data.
2. Samples of sealant colors for selection by the City Representative.
B. Sealants:
1. Type PT:ASTM C920,Type M,Grade N5,Class 25: Pecora"Dynatred, "or approved:color as selected by
the City Representative from the manufacturer's standard line.
2. Type A:ASTM C834:Tremco"Acrylic Latex Caulk," Pecora"AC 20." Sonneborn"Sonolac,"or approved:
the color white.
3. Type M5:Mildew Resistant Silicone Sealant: USDA Approved: Dow Coming"786",GE Silicones"Sanitary
Sealant,"or approved:color clear.
C. Accessory Materials: Furnish primer,joint cleaner,joint fillers,and other accessories as recommended by the
manufacturerfor each application.
D. Ins[allation:
1. Install sealant in stritt at[ordance with manufac[urer's Instructions,unless specified otherwise.
2. Tool joints concave,unless indicated otherwise. Finish free of air pockets,foreign embedded matter,
ridges,and sags.
3. Tile Control Joints:Install sealant without backer rod to full depth ofJoint. Atool to slightly concave
profile to match grout profle.
E. Schedule:
Type A:Provide at all interior Joints,unless specified otherwise
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09 00 00 FINISHES
09 22 00 LIGHT GAUGE METAL SUPPORT SYSTEMS
A. Design Loads, Interior Partitions,and CeilingAssemblies:5 pounds persquare foot uniform lateral load.
B. Materials:
1. Light Gauge Metal Framing:ASTM C645:galvanized:provide"C"shaped studs,U shaped runners,hat and
Z'shaped furring channels and other sizes and shapes as Indicated on the drawings,and required in the
standards referenced. 25 gage,unless noted or specified othenvise.
2. Screws:Self-tapping low profile head.
C. Installation:
1. Unless Indicated or specified otherwise,perform work In accordance with ASTM C754,and In accordance
with code requirements,with the most stringent to govern.
2. Install studs at 161nches on center,unless otherwise indicated.
3. Provide double 20 gage studs at each opening.
4. Suspended Ceiling Framing:a. Install suspended ceiling framing Independent of walls,columns,and above
ceiling work.
a. Provide suspended framing as specified In ASTM q54,unless otherwise detailed.
5. Installation Tolerances:
a. Install members to provide surface plane with a maximum variation of 1/8"In 10 feet in any
direction.
b. Locate assemblies within 1/4 Inch of required locations.
09 2216 NON-STRURURAL METAL FRAMING
PART1: GENERAL
1.1 NON-STRUCTURAL METAL FRAMING consists offurnishing transportation,labor,materials,and
equipment forfurnishing and installing light gauge metal freming,including backing plates and bracing.
1.2 SUBMITTALS
A. Product Data:Provide data descrihing standard framing member materials and finish,product
criteria,load charts,and limitations. Provide product data for powder actuated fasteners and
expansion anchors.
B. Manufacturer's Installation Instructions: Indicate procedures and perimeter conditions requiring
special attention
PART2: PRODUCTS
2.1 MATERIALS
TS-17
A. Non-structural studs and joists shall be in conformance with ASTM C645,20-gage minimum. Sizes
and gages shall be as indicated on Drawings,or as required to meet span and deflection limitations.
Provide punched web unless otherwise indicated,with screw-type flanges,and as follows:
I. For 5 pounds per square foot load applied perpendicular to partition or furring,the deflection
shall not exceed L/240 of the height for the stud size and spacing,and gypsum board shown.
II. Studs shall have a minimum flange width of 1/2 inch except that when studs are supporting
gypsum board,flange width shall be 13/8 inch minimum.
I I I. Studs for support of ceramic tile finish and locations so noted shall have a maximum deflection of
L/360.
N. At doory'ambs,provide double 16 gage studs from floorto structure above.
B. Top and bottom runners and bridging shall be as recommended by stud manufacturer for each stud
type 6ut no less than unpunched channels sized for stud flanges,gage the same as studs unless
otherwise noted. Under structural framing members and decking,provide deflection track at head of
the partition,as indicated on Drawings.
C. Furring Channels:ASTM C645,20-gage minimum,7/S-inch deep hat furring channels with a face
width of 13/8 inch.
D. Supporting metal channels for bridging,horizontal and vertical framing,brocing,and anchors shall be
hoUrolled or cold-rolled steel, 16-gage minimum,coated with a rust-inhibitive coating.
E. Fasteners:
I. Screws shall be 3/8 inch head diameter,cadmium plated,pan head,full threaded screws,self-
drilling and self-tapping,length and diameter required for each gage,and shape of inetal being
fastened.
II. Furring channel clips shall be manufacturer's standard galvanized wire clip for attachment of
gypsum board furring channel to runner channels.
III. Welding electrodes:Conform to AWS D3.1,Table 4.1.1.,and as recommended by AWS for the
conditions of use and the metals being welded.
IV. Powder driven fasteners shall be as manufactured by Pneutec,Hil[i,or Bostich.
F. Steel backing plates shall be 6-inch x 16 gage un-punched track for attachment and support of
produastoheattachedtofreming. RefertoDrewingsfordetails.
2.2 FINISHES
A. All framing and furring materials shall be galvanized.
B. Fabricate galvanized studs,runner tracks,and channels and furringfrom galvanized sheet steel
complying with ASTM A653,G-60 coating.
C. Materials specified by weight do not include the weight of protective finishes.
PART3: EXECUTION
3.1 METAL WALLSTUD INSTALLATION
TS-18
A. Erect framing systems in conformance with manufacturer's printed recommendations,ASTM C754,
and Drawings.
I. Partitions,furring,and suspension systems shall be independently supported.
II. Erect framing in true planes to provide solid backing for finish materials.
III. Erection tolerences:Maximum variation for walls in plumb and straight for work specified under
AN51 A108 and to receive gypsum wallboard:
a. 1/8 inch in 8 feet
b. 1/4 inch in 20 feet and the entire length
c. The fastening surfaces of anyvertical framing of furring members shall not vary more than
1/8 inch from the plane ofihe faces of adjacent framing or furring members.
B. Extend partitions full height[o struc[ure above where shown. Utilize a dou6le-trock slipjoint as
detailed.
C. For interior partitions no[indicated to be full height,extend partition 6 inches above suspended
ceiling heights. Brace partitions with studs knee 6raced to structure ahove as detailed;place broces
at 48 inches o.c.Maximum.
D. Space studs at 16 inches o.c.Unless noted otherwise. Studs shall be fabricated full length with no
splices permitted. Studs shall he cut accurately to length to seat squarely and to bear on webs of the
sill and head tracks.
E. All connections of studs at all openings such as door and window frames shall be with electric arc
fusion welds. Welding process,procedures,and quality shall conform to AWS Code D3.1. Clean and
slag all welds and touch up all welds with a self-curing inorganic zinc-rich primer—reference
produc[:Tnemec-Zinc 90E-92"by Tnemec Co.
F. Studs for interior partitions shall be screwed to track.
G. At corners,provide not less than 3 studs, located to provide surfaces for attachment of all interior
and eMerior facings.
H. For froming around door and window openings,install 2 studs at each jamb,continuous from floor to
structure. Weld studs adjacent to frames securely to jamb anchors in fromes. Stiffen jack studs over
opening with bridging located approximately 6 inches a6ove the frame and extending approximately
36 inches beyond jamb on each side.
I. Brace double partitions at pipe spaces with studs braces spaced at 4 feet-0 inches o.c.
1. Bridging shall be placed in stud web openings at 4 feet-0 inches o.c.in all stud walls and securely
attached in place. Refer to details on drawings.
K. Connections of 6ridging,bracing,supports,and similar conditions shall provide rigid joints capable of
withstanding deflections. Augment by doubling studs and the use of gussets or braces as required for
rigidity.
L. Provide all-metal furring where detailed and as required to enclose columns,pipes,and other items.
Attach furring hat channels as detailed using approved fasteners. Secure channels with fasteners
driven through flanges. When walls abut steel columns or other structural elements,install the stud
TS-19
2 inches away or as indicated on Drewings from the said material,and extend the horizontal
stiffeners and attach it to the structurel element.
M. Provide for rigidly connec[ing all blocking,special breces,froming for attachments and supports of
electrical outlets,plumbing,and heating fixtures,and other such equipment requiring support by the
metal framing.
3.2 BACKING PLATES
A. Provide steel stud track backing plates in connection with steel studs and channel furring necessary
for engaging and fastening work of other trades in locations indicated or necessary,except for
backing plates,counter supports,or fixture carriers specified to be provided under other Sections.
e. Weld or attach rigidlyto studs as indiwted on Drawings and shown on approved shop drewings.
Backing shall be of such lengths as to span a minimum of 3 studs—Weld at the top and bottom of
each stud crossing.
C. Coordinate precise locations with related trades.
D. Touch-up welds with metal primer after installation.
3.3 ANCHORING DOOR FRAMES
A. Bolt,screw,or weld frames to supporting studs. Provide a 36-inch long,3/4 inch furring channel
wire-tied to studs at the hinge and strike locations,and projected into the doorframe.
B. Studs framing door openings shall be clipped to the floor with 14-gage angle clip with 2 fasteners in
stud and 2 fasteners into the floor.
09 29 00 GYPSUM BOARD
A. Materials:
1. Gypsum Board:
a. 5/81nch thick:Type X unless approved othervvise.
b. Standard Board:ASTM C36.
2. Accessories:
a. Trim:Concealed flange crimp-on or tape on type:metal or PVC at ContractoPs option:GA 216.
b. Joint Compound,Tape,and Finishing Compound:ASTM C475 and GA 216.
c. Strews:ASTM C1002.
B. Installation:
1. Installation Standard:Unless specified otherwise,perform work In accordance with Gypsum Association
216,"Recommended Specifications for the Application and Finishing of Gypsum Wallboard."
2. Screw fasten board to framing unless approved otherwise.
3. Finishing:
a. 3 coat smooth wall finish.
TS-20
b. Gypsum board surfaces shall form a smooth surface free of ridges,loint marks,fastener depressions,
and joint filler lines. Tapered board joints shall be taped,filled,and feathered to 12 Inches either side
of the joint. Non-tapered board Joints shall be taped,filled,and feathered to 18 Inches either side of
the Joint.
c. Skim coat all gypsum 6oard surfaces in public areas.
09 5113 ACOUSTICAL PANEL CEILINGS
PART 1: GENERAL
1.1 SUMMARY
A. Related Documents:
I. Drowings and generol provisions of the Subcontract apply to this Sec[ion.
II. Reviewthese documents for coordination with additional requirements and information that
applyto work underthis Section.
B. Section Includes:
I. Acoustical5urfaces, including acoustic lay-in panels,grid systems,and required installation
accessories.
II. Tie-in to the existing grid syztem.
III. Seismic bracing of the existing grid system
IV. Seismicsafetywiresforlightfixtures.
11 REFERENCES
A. General:
I. Thefollowingdocumentsformpartofthe5pecificationstotheextentstated. Wheredifferences
exist between codes and standards,the one affordingthe greatest protection shall apply.
II. Unless otherwise noted,the referenced standard edition is the current one at the time of
commencement ofthe Work.
B. ASTM International:
I. ASTM C635-Metal Suspension Systems forAcoustical Tile and Lay-in Panel Ceilings.
II. ASTM C636-Installation of Metal Ceiling Suspension Systems-Acoustical Tile and Lay-in Panels.
C. California Building Code(CBC)-conform to combustibility requirements for materials.
D. CBC Chapters 16 and 25 and CBC Standard No.25-2 for the design,details,and specifications for
lateral bracing requirements as modified by Division O15ection"Lateral Force Procedures."
E. Ceilings&Interior Systems Construction Association:
I. CeilingSystemsHand600k.
II. Guidelinesfor5eismicRestraintofDirect-HungSuspendedCeilingAssemblies—SeismicZones3
4.
F. UL-Underwriter'sLaboratoriesSystemRatings.
1.3 SUBMITTALS
A. Product Data:
TS-21
I. Manufacturer's specifications,installation instructions,and product data on metal grid system
components,acoustical units,and all other products to be used.
i
II. Approved ICBO report forfasteners proposed to be used to attach acoustical ceilings to building
superstructure.
B. Shop Drawings:Show grid layout and dimensioning, panel layouts,lighting fi ctures,air diffusers,
grilles,and all other items exposed in acoustical ceilings,locations of seismic broces,and hangers,and
suspension,seismicandbracingdetails. Showdetailsofjunctionswithotherworkorceilingfinishes,
and special conditions.
C. Calculationsareshowingthatsuspensionsystemswillprovidefullcompliancewithseismicstructural
requirements. Calculations shall be checked and sealed by a Civil or Structural Engineer licensed in
the State of California.
D. Samples:
I. Acoustic panels of each type-6 by 6 inches(150 by 150 mm)minimum.
II. Grid system components,including suspension system main runner,cross runner,edge trim,and
all special shapes,in 12 inches(300 mm) lengths.
1.4 QUALITYASSURANCE
A. Installer's Qualifications:5 years minimum experience with and specializing in acoustical ceilings
installations.
1.5 DELIVERY,STORAGE,AND HANDLING
A. Deliver materials to project site in original,undamaged,unopened containers bearing the
manufacturer's name,style,color,and product number of each type of material.
B. Comply with manufacturer's recommendations for storage of materials to be used in work.
1.6 ENVIRONMENTALREQUIREMENTS
A. Unless otherwise required by the manufacturers of the materials,temperatures are to be maintained
at 60 degrees F.or higher,and humidity at 20 to 40 percent,prior to,during,and after installation.
1.7 SEqUENCINGANDSCHEDULING
A. Do not install acoustical ceilings until building is enclosed,sufficient heat is provided,dust-generoting
activities have terminated,and overhead work is completed,tested,and approved. Schedule
installation of acoustic units after wet interior work is dry.
1.8 EXTRA MATERIALS
A. Upon completion of work,deliver stock of replacement materials of acoustical panels used in work to
the City Representative. Furnish at least[10] percent or 30 panels,whichever is greater,of full-size
units of each type,color,and pattern of acoustical panel installed. Package extra materials in
manufacturers standard,sealed,unopened boxes,labeled with manufacturer's name,style, number
and color of the unit,local distributor's name,address and telephone number,and locations where
installed in Project.
PART2: PRODUCTS
2.1 EXISTING MATERIALS
A. Existing suspension system scheduled to remain is [steel] [aluminum],approximately 11/2 inch high x
3/4 wide,white exposed face,2 by 4 feet grid,except where light fixtures occur. The system is not
seismically braced. The new grid system shall meet and form positive structural connection with
existing system,using clips and other devices as necessary,which shall be concealed from view. The
final appearance shall appear to be one continuous grid system.
TS-22
21 ACOUSTICAL PANEL(AP)MATERIALS
A. AP 1:USG"Millennia;'3/4 inches thick 24 by 48 inches,square edge,white,mineral fiber,Class A,
CAC range 35-39,NRC Range 0.65-0.75;2X2 Pattern"Illusion Two/24"
B. Class A material with a flame spread not exceeding 25 and a smoke-developed rating not exceeding
50 when tested in accord with ASTM E84.
2.3 GRID SUSPENSION SYSTEM (GS)
A. Manufacturers:Chicago Metallic Corp., Donn, Eastern,or National Rolling Mills.
B. System Description:Systems shall be of steel construction as per CBC Standard 25-2 and shall consist
of main and cross runners,perimeter trim,connectors,hangers,and all accessories necessaryfor the
complete installation.
I. All systems shall permit the installation of recessed lighting fixtures upon the flanges of the
systems,and a ny form of splice or other obstruction which would inhibit or render such
installation of fixtures difficult will not be permitted.
II. Each intersection,splice,and perimeterjoint shall meet all seismic requirements of CBC Standard
25-2.
C. Finish: Factory finished white baked enamel over bonderized,elec[ro-zinc-coated steel.
D. Main and Cross Runners:
I. GS 1:9/16 inch(14 mm)flange narrow suspe sion system,intermediate duty steel,grid module
to suit lay-in panel size. Include 9/16 inch (14 mm)wide perimetertrim members.
E. ConnectorsandClips:Manufacturer'sstandard.
F. Hanger and Bracing Wires: Fed. Spec.QQ-W-461,Class 1,galvanized and annealed,12 gage
minimum.
G. Fasteners: Fasteners used for attachment of acoustical ceilings to building superstructure shall have
an approved ICBO report.
H. Edge Sealer:Latex adhesive designed to seal field-cut edges of acoustic panels,as manufactured by
Kelly-Moore,Inc.,or equal.
PART 3: EXECUTION
3.1 EXAMINATION
A. Surfaces shall be dry and wet work completed prior to commencing installation. Inspect surfaces to
receive acoustical work and report any defects. Starting work implies acceptance of surfaces and
existing conditions.
3.2 INSTALLATION
A. Coordinate installatio with other trades whose work adjoins or combines with acoustical ceilings.
Unless otherwise shown,equipment,fixtures,etc.,applied on or within acoustical panels are to be
located symmetrically with respect to both axes. Provide grid members required to accommodate
lay-in air diffusers and similar items of inechanical equipment.
B. Except as otherwise specified to meet structural requirements,make installation of grid systems and
acoustical materials in strict accordance with approved manufacturer's specifications or
recommendations and Drawing details. Where details and these Specifications are in apparent
conflict with manufac[urer's recommendations,the more stringent requirement shall apply.
C. Grid Suspension Systems:
I. Structural Requirements:
TS-23
a. Brace new and existing suspension to comply with CBC requirements,a governing resistance
to lateral forces,and uplik.
b. Attachment to Building Superstructure:Install fasteners used to attach the grid suspension
system to building superstructure in accordance with the requirements of their approved
ICBOreport.
1) Install suspension systems in flat,level plane unless otherwise shown,joints in exposed
members tight and aligned without offsets. The direction of main runners was not
specifically indicated,shall be determined by fixture layout.
2) Unless closer spacing is required by manufacturer of system,space hanger wires along
with main runners at4 feet(1.2 m)maximum. Provide special hangers as required
where items a6ove ceiling obstruct normal hanger wires.
3) Provide hold-down clips for lay-in panels that were required to prevent lifting and flutter
caused by air pressures.
4) Install perimetertrim at wall and abutting vertical surfaces. The flange of trim shall be
at the same level as flanges of main and cross runners.
5) Level suspension systems to a tolerance of 1/8 inches(3 mm)in 12 feet(3.6 m).
D. Unless otherwise shown on reflected ceiling plans,align grid mem6ers and tilejoints parallel to
perimeter walls with a pattern centered in room areas both directions.
33 PROTECTION
A. Protect the finished installation from damage during balance of construction period. Remove any
soiled or damaged items and replace with new before acceptance of the Projec[.
3.4 WASTE MANAGEMENT
A. Recycleunusedacousticceilingtile.
09 6813 CARPET TILE
PART 1: GENERAL
1.1 SECTION INCLUDES:
A. Manufacturers
B. Testing Protocols
C. Performance Requirements
D. ProductSpecifications
E. Environmental Requirements
F. Warranties
G. Exclusions
H. Installation
I. Maintenance
1. Accessories
TS-24
1.2 REFERENCES
A. American Association of Textile Chemists and Colorists(AATCCI:
I. AATCC 16-Test Method for Colorfastness to Light
II. AATCC 107-Test Method for Colorfastness to Water
III. AATCC 129-Test Method for Colorfastness to Ozone in the Atmosphere under High Humidity.
IV. AATCC 134-Test Method for Electrostatic Propensity of Carpets.
V. AATCC 165-Test Method for Colorfastness to Crocking:Carpets-AATCC
VI. Crock Meter Method
VII. AATCC 175-Test Method for stain Resistance:Pile Floor Coverings
B. American Societv forTes[in¢and Materials(ASTMI:
I. ASTM D418-Methods for Testing Pile Yam Floor Covering Construction(Finished Pile Thickness
only)
I I. ASTM E648-Test Method for Critical Radiant Flux of Floor Covering Systems
II I. ASTM E662-Test Method for Specific Optical Density of Smoke
IV. ASTM03676-TestMethodforThickness
V. ASTM 03676-Test Method for Compression Resistance
VI. ASTM 03676-Test Method for Volume Density
VII. ASTM 03676-Test Method for Compression Set
C. International5tandards Orzanization (I501:
I. ISO 2551-Test Method for Dimensional Stability(Aachen Test)Carpet and Rug Institute(CRII:
II. CRIlndoorAirQualityTestingandLa6elingProgram
III. U.S. Department of Housing and Ur6an Development(HUDI:
IV. HUD UM 440-(93), HUD Building Product Standards and Certification Program for Carpet
13 PERFORMANCE REQUIREMENTS
A. Comolv with the followinz oerformance reauirements:
I. Radiant Panel:ASTM E648: 45 watts/sq.cm:Class 1
II. Smoke Density:ASTM E662: 450 Flaming Mode-Maximum
III. Static Generation:MTCC 134:3.5 KV-Maximum
IV. Lighffastness: MTCC 16E: Min 4.0 at 40 hrs.
V. •Crocking:MTCC 165:4.0-Wet/Dry
VI. Cold Water 81eed: MTCC 307:3.0-Minimum
VII. •OzoneFade: MTCC129: 3.0-Minimum
VIII.Soil Protection: MTCC 189: 500 PPM Min.
TS-25
IX. CRIGreenLabelPlusAirQualityCertification: Pass
X. CRI Appearance Retention Ra[ing 3.0 minimum-HeavyTra c 3.5 minimum—Severe
Traffic
XI. •Aachen Test: I50 2551 Less than.15%shrinkage or growth
XII. Stain protection: MTCC 175: Equal to or greater than 8.0 on Red 40 stain test
B. Soecial Performance Reouirements
I. Must contain soil protection
II. Fiber must have modi ed delta cross-section w/hollow core
III. Must he at least 24 dpf fiber
IV. Must pass GSA requirements for permanent stain resistant carpet must have Soil and Stain Resist
treatment
1.4 SUBMITTALS
A. Manufacture's Data
I. Submit two(2)copies of the manufacturer's specifications and Installation instructions for carpet
tile and related Items specified
B. Warranties
I. Submit warranties as described in Section 0170 00
C. Maintenance
I. Maintenance Manual-submit a manual of carpet manufacturer's recommendations for the
general care,cleaning,and maintenance of carpet tile products.
D. Shop Drawings
I. For carpeted areas,submit shop drawings showing installation of carpeting,pattern direction,
necessary installation accessories,and provisions for work of other trades. Show location of
different patterns or styles of carpet tile. Also,show locations of any threshold conditions
E. Samples
I. Submit standard-size carpet tile samples of each type of carpet,in each specified pattern,color,
and construction.
II. Any alternates to specified produc[s must be submitted for approval by a representative of the
end-user or architect/design firm at least ten(10)working days prior to bid or proposal.
III. FinalSample5ubmittal
a. Submit two(2)sets of samples for each carpet type.
b. No carpet shipments are permitted until acceptance of final samples is given by
representative of the end-user or architect/design firm,certifying that samples are the
approved color,pattern,and texture.
IV. CustomCaloronly
a. A representative of the end-user or architect/design firm,certifying that the samples are the
approved color,pattern,and texture,shall sign high-quality color samples.
TS-26
b. Samples submitted are assumed to 6e the manufacturer's best obtainahle match to the
color described under the Materials Section.
c. Must have federally registered a Brended trodemark.
1.5 CLOSEOUTSUBMITTALS
A. Maintenance Data
I. Include maintenance procedures,recommended cleaning and stain removal materials and
recommended cleaning schedule. Include product data and Safety Data Sheets(505)for cleaning
and stain-removal materials.
B. Installation Instructions
I. Include detailed Installation procedures. Include carpet tile Installation procedures,adhesive
types,trowel sizes,spread rates,open times,and Safety Data Sheets(505)for all carpet tile
adhesives.
C. Warranties and Performance Certifications
I. Submit written warranties for all products as well as performance testing results on all Items
Included in the Warranty section and Performance section ofthis specification.
1.6 QUALITYASSURANCE
A. Single Source Responsihility:Provide products from a single manufacturer.
I. Warranties must be standard and not Job specific.
II. All styles must come from the same manufacturer.
III. Must 6e single source fiber extrusion and yam manufacturing.
1.7 QUALIFICATIONS
A. Manufacturer
I. Company specializing in manufacturing carpet tiles with a minimum five(5)years(documented)
experience.
B. Installer/Flooring Contractor Qualifications
I. Carpet contractors must provide all the necessary licenses, performance bonds,and Insurance
certificates tha[comply with all local,state,and federal laws,ordinances,or codes prior to the
start of the Installation.
II. Carpet contractor shall be a f rm established not less than five(5)years and, If requested,shall
submit evidence of havingfurnished and Installed commercial carpet with vinyl backings on
commercial carpet projects of similarsize and scope for at least five(S)years.
III. Flooring Contractor to provide references at the request of the owner.
IV. Carpet Contrectors must also be mill certified for installing products.
V. Carpet Contrectorwill be responsible for the proper product Installation,Including floor
preparation, in those areas indicated In the Drawings.
TS-27
VI. Carpet Contractorto provide owner a written warranty that guarantees the completed
Installation to be free from defects in materials and workmanship for a period of two(2)years
afterjob completion.
1.S DELIVERY,STORAGE,AND HANDLING
A. Deliver carpet tile in sealed protective boxes and accessories in sealed containers. Segregate each
carpet product(If several product styles are Involved,according to style,color,pattern,dye lot,run
num6er,and quan[ity
B. Store products in an enclosed and dry area protected from damage and soiling.
1.9 SITEENVIRONMENTALREQUIREMENTS
A. Do not install carpet tile until all areas have been fully enclosed,and the environmental conditions
have reached the levels desired for occupancy of the space.
B. Maintain ambient temperature and humidity conditions during and after installation of carpet tile at
occupancy levels.
C. Allow tarpet to reath room temperature or minimum temperoture recommended by the
manufacturer before the start of the Installation.
D. Protect adhesives from freezing. Follow manufacturer's recommendations for minimum
temperatures to which adhesives are exposed.
1.10 FIELD MEASUREMENTS
A. Verify that field measurements are as Indicated on drawings.
1.11 SEQUENCING
A. Sequence Installation to minimize the possibility of damage and soiling of carpet.
B. Do not commence Installation until painting and finishing work are complete,and celling and
overhead work has been tested,approved,and completed.
C. Remove and replace existing carpet(renovations)In accordance with pre-approved the architectural
plan.
1.12 WARRANTY
A. Warranty Performance Requirements
I. Warranties must be for Lifetime on all items.
II. Lifetime warranties must cover face wmponents and backing components
III. Carpet manufacturers must warrant both product and adhesive systems.
IV. Fiber must have lifetime static warranty
V. Warranty—includecoveregefor:
a. Provide carpet installer's warranty against defects in installation.
b. Provide full spectrum of Manufacturer's Lifetime warrenties as outlined below:
TS-28
Wear
Stain
Colorfastness:Wet&Dry
Wet Fastness
Static Protection
Tuftbind
Edge Ravel/Zippering
Delamination
Manufacturing Defects
1.13 EXTRA MATERIALS
A. Provide percent overage of calculated yardage for each type of carpet(Include carpet needed for
complete Installation plus waste and usable scraps in calculated yardage)as specified by architect
and end-user. Recycle waste, unusa6le screp,and any tarpet tile damaged during installation
through a qualified Industry recycling or manufacturer environmental program.
B. Deliver specified attic stock requirementsto the Owner's designated storege space, properly
packaged and Identified.
PART2: PRODUCTS
2.1 MANUFACTURERS
A. Mohawk Group,1605.Industrial Blvd,Calhoun GATelephone 800.241.4494 Web Site:
www.mohawk¢roup.com. Contact Marty Spillman Cell:951.314.0303
B. Substitutions:
I. Substitutions or variations in the backing system composites are not allowed.
II. Substitutions orvariations in any part ofthis specification,either in product pattern,color,
gauge,or fiber,are not allowed.
III. Must have a choice of at least 10 running line products.
2.2 CARPETTILECONSTRUCTION
A. All yam and other carpet materials shall be the manufacturer's first quality.
2.3 DETAILED PRODUCT CONSTRUCTION SPECIFICATIONS
Collection Learn and Live
Style Name: Swipe Right/GT418/QL418
Color 969 Brookwood
Product Type: Modular
Construction: Tuked
Surface TeMure: Textured Patterned Loop
Gauge: 1/12(47.00 rows per 30cm)
Density: 5,719
Weight Density: 97,233
Stitches per Inch: 12.4
Finished Pile Thickness: 307"
Dye Method: Solution Dyed
Backing Material: EcoFIexNXT
FiberType:Tricor Duracolor Premium Nylon
TS-29
Face Weight: 17.0 Oz.per sq.yd
Size: 24"X24"
SoilReleaseTechnology: EcoSentrySoilProtections
Installation Method: Monolithic,Basket weave, half lap,BrickAshlar, Plank Half lap,Monolithic
Stepping, Random,Herringbone
Indoor Air Quality: CRI Green Label Plus GLP3802
FootTrofficRecommendationTARR: Severe
NSF140 EcoFlex NXT"—NSF 140 Gold
All specifications are subject to normal manufacturing tolerances
2.4 ACCESSORIES
A. Leveling Compound: Latex type as recommended by carpet manufacturer;compatible with carpet
adhesive and curling/sealing compound used on concrete.
B. Pressure Sensitive Adhesive: Low VOC EnPress• Pressure Sensitive Adhesive carpet tile adhesive,as
recommended by carpet manufacturer for direct glue down of carpet tiles;comply wlth CRI Green
Label Plus Certification Progrom.
C. Non-Metallic Carpet Edge Guard: Extruded or molded heavy-duty vinyl or rubber carpet edge guard
of size and profile indicated;minimum two(2)Inch wide anchorage flange;colors selected by
Architect)(Designer)from manufacturer's standard range of colors.
D. Miscellaneous Materials:As recommended 6y[he manufacturer of carpet,cushion,and other carpet
products,as required to complete Installation.
PART3: EXECUTION
3.1 EXAMINATION
A. Examinesubstratesforconditionsunderwhichcarpettilesaretobeinstalled.
B. Veri(y thatfloor surfaces are smooth and flat within tolerances specifled in Section 3.2 and are ready
to receive work.
C. The beginning of Installation means Installer accepts existing substrate conditions.
3.2 PREPARATION
A. Allow new concrete to cure for 90 days before carpet Installation starts.
B. Perform moisture content testing as required by manufacturer's instructionsto ensure pH readings of
no more than nine(9). Moisture transmission of 3.0-Ibs/sq.ft per 24 hours is atceptable. If values
exceed this level,follow the manufacturer's recommendations for moisture trensmission mitigation.
Do not proceed until unsatisfactory conditions have been[orretted.
C. Remove sub-floor ridges and bumps. Fill minor or local low spots,cracks,Joints,holes,and other
defects with sub-floor filler.
D. Fill,level,and make smooth cracks 1/16 Inch or more,holes,unevenness,and roughness with
compati6le latex floor patching compounds. Feather floor-filling or leveling compound a minimum of
four(4)ft.5weepfloorofloosegranulardebrispriortofilling. Akerfilling,allowfillertodry. Damp-
mop floor with warm water and allow to dry. Vacuum after mopping to ensure that loose granular
debris is removed end to provide a proper substrete to install carpet tile. Prohibit traffic until the
filler is cured.
TS-30
E. Vacuum floor again immediately before Installation of carpeting.
F. Confirm compa[ibility of EnPress Pressure Sensitive Adhesive with curing compounds on concrete
floors.
G. Preheat areas to receive carpet tile to a minimum temperature of 68°F for 72 hours prior to
Installation,with a relative humidity of not more than 65 percent. Maintain minimum temperature
of 50° F thereafter. Carpet tile and adhesive must be stored at a minimum temperature of 68°F for
72 hours prior to Installation.
H. Store EnPress Pressure Sensitive Adhesive and other liquid materials in the same atmospheric
conditions as carpet tile,68°F for at least 72 hours.
3.3 INSTALLATION
A. Install carpet tile in accordance with the Technical Bulletins provided by the manufacturer. These
technical bulletins will offer the proper Instructions to Install carpet tile Including(1)conducting site
testing and conditioning,(2)floor preparetion,(3) Installation of the carpettile,Including carpet tile
layout(if more than one pattern or color)and approved adhesives,systems,etc. As a supplement,
the CRI 104,section 8,will supply additional Installation support guidance for your Installation.
B. Adhesives and Sealers:Carpet adhesives and sealers include,but may not be limited to EnPress
pressure-sensitive adhesive.
C. Install carpet tile under open-bottom ohstructions and removable flanges and furnishings,and into
alcoves end closets in each space.
D. Provide cutouts where required.Conceal cut edges with protective edge guards or flanges.
E. Install carpettile under open-bottom Items and cut tiles tight against walls,columns,and cabinets so
that the entire floor area is covered with carpet tile—cover over floor-type door closers.
F. Install carpet from the same dye lot and run within each continuous carpet area.
G. Install edging guards at openings and doors wherever the carpet tile terminates,unless indicated
othenvise.
H. Perform cutting In accordance with manufacturer's recommendation using tools designed for carpet
tile being installed. Verify carpe[tile patterns and colors before cuttingto ensure minimal variation
between dye lots.
I. Install carpet from the same dye lot and run within each continuous carpet area.
1. Seal seams with manufacturer recommended seam sealer,if applicable.
K. Install carpet with pile-lay in the same direction except when indicated otherwise on drawings.
L. Use leveling compound where necessary—feather floor leveling compounds minimum of 4 h.
M. Do not bridge building expansionjoints with continuous carpeting. Provide for movement.
N. Roll with appropria[e roller for complete contact of adhesive to carpet backing.
O. Trim carpet neatly at walls,and around interruptions
P. Complete installation of edge strips,concealing exposed edges.
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Q. Cut carpet at fixtures,architectural elements,and perimeters.
R. Use a flzed reducer trip to secure the broadloom area in open perimeter designs.
3.4 FIELDQUALITYCONTROL
A. Inspect completed carpet tile Installation on each floor.
B. Verify that Installation is complete;work is properly done and acceptable.
C. Remove and replace,at no additional costto the owner;anywork found not to be acceptable.
3.5 CLEANING
A. On completion of installation in each area,remove dirt and scraps from surface of finished carpet tile.
Clean soiling,spots,or excess adhesive on carpet with cleaning materials recommended by the carpet
manufacturer.
B. Remove debris;sort pieces from carpet scraps.
C. AI completion of work,vacuum carpet using commercial vacuuming equipment as recommended by
manufacturer. Remove spots and replace carpet tiles where spots cannot be removed. Remove
rejected carpet tile pieces and replace them with new modules. Remove any protrudingyams with
shears or sharp scissors.
3.6 PROTECTION
A. Do not permit traffic over the unprotected carpet surface.
B. Protect carpe[tile against damage during construction. Cover with 6-mil thick polyethylene during
construction period so that carpet will be without soiling,deterioration,wear,or damage at the time
of completion.
C. Prior to furniture move in,heavy tra c areas will be protected with additional Masonite sheets to
protect the carpet from damage.
D. Damaged carpet[ile will 6e rejected. As carpet tile Is Installed,remove trimmings,scraps of carpet,
and Installation materials.
E. Maintain protection of carpeting on each floor or area until work is accepted.
3.7 CARPET RECLAMATION-BROADLOOM CARPETING AND CARPETTILE
This speci£cation is for carpet reclamation and is designed to manage carpet recycling for any type of
used carpet or carpet pad.
A. CARPET REMOVAL-BROADLOOM
I. Remove used carpet in carpet pieces,roll tightly,and pack neatly in container. (Include carpet
scrap and waste from new Instaliation.) ImmediaYely remove used carpet from the Site. For
reclamation projec[s coordinated by Mohawk Reclamation Department,place in Mohawk
provided covered containers.
II. Deposit only clean,dry,used carpets in containers. Clean shall be defined as carpet free from
demotion de6ris or ashestos contamination,garbage,and tack strips.
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B. CARPETREMOVAL-CARPETTILE
I. Remove used carpet tile and stack neatly on pallets. Neatly stack carpet tiles or repack in
cardboard boxes prior to placing them in a container. Do not stack higher than 6 feet on pallets.
Include carpet scrap and waste from new Installation.) Immediately remove used carpet from
Site. For reclamation projects coordinated by Mohawk Reclamation Department,place In
Mohawk provided covered containers.
II. Deposit only clean,dry,used carpets in containers. Clean shall be defined as carpet free from
demotion debris or asbestos contamination,garbage,and tack strips.
C. CONTAINER HANDLING
I. Place used carpet in the container supplied by Mohawk Reclamation Department. Containers
are fully enclosed and shall be kept locked or supervised.
II. Broadloom carpet must be segregated in separate containers from tile carpeting.
III. Use effective packing techniques to maximize the amount of materiel in the container. On
average,the following amounts are the related container capacities.
a. Container Size Capacity 53'foot
b. Broadlaom Capacity 4,800
c. Tile 3,500
D. CONTAINER REMOVAL
I. When container is full,contact Mohawk Reclamation Department to coordinate pick up and
drop-off of replacement container if needed. If container is locked for security purposes, remove
the lock before pick up.
II. The Mohawk Reclamation Department ioll-free number is(S77)3RE-CYCL or(877)373-2925
E. RECLAMATION CERTIFICATE
I. The Mohawk Reclamation Department will Issue a reclamation certificate once used carpet is
removed from thejob site and or dealer location and delivered to the reclamation facility.
09 90 00 PAINTING
A. Submittals:
1. Submit a list of each paint system to be used at work.
2. Submit a minimum of 3 each Sx10 inch sample of each paint color and sheen proposed forthe work.
B. QualityAssurance:
1. Paint coatings shall be free of dust,dirt,flow lines,streaks,sags,blisters,pinholes,runs,or othersurface
imperfections.
2. In addition to the coats specified, provide additional coats as required to obtain adequate hide.
C. Materials:The products specified under the painting and finish schedules are specified as the standard of
quality. Equal"First quality:commercial products from Sherwin Williams,Kelly Moore,PPG Industries,Parker
Paint, Dunn Edwards,Benjamin Moore Paint Company,and Pratt&Lambert may be used,subject to the City
Representative approval.
TS-33
A. The contractor shall not allow or cause any of the work to be covered up or closed in until it has been
inspected,tested,approved by all authorities havingjurisdiction,and until Project Record drawings
have been properly annotated.
B. Should any of the work be covered up or closed in 6efore such inspec[ion,Contractor shall uncover
the work to the satisfaction of the Engineer at the Contractors expense. All related repair work costs
should be borne by the Contractor.
1.7 DAMAGE BY LEAKS
A. The contractor shall be responsible for all damage to any part ofthe premises by theirwork,caused
by leaks or breaks in the piping or equipment furnished or installed underthis Section during the
co struction and guarantee period.
1.S ACCE55 TO EQUIPMENT FOR MAINTENANCE
A. Install all equipment,piping,and the like,to permit access for normal maintenance. Maintain easy
access to filters,motors,and the like. Install all such equipment and accessories to facilitate
maintenance. Perform any relowtion of pipes,and the like required to permit access at the request
of Engineer at no additional cost to Department.
B. Furnish and install access doors or panels in walls,floors,and ceilings to permit access to valves,
strainers,traps,cleanouts,air vents, motors,and all equipment and piping requiring service.
Coordinate the location of access doors with other trades as required.
C. Size access panels to allow inspection and removal of all items served.
PART2: PRODUCTS
2.1 SANITARY MATERIALS
A. Soil,waste,area droins,roof drein line,and other drainage lines: Hubless service weight cast iron soil
pipe and flttings,in conformance with CPC 2016.
B. Exposed connections to fixtures,including countertop fixtures:85 percent red brass seamless pipe,
either chromium-plated or with a 2-inch cover casing of chromium-plated bress tubing.
C. Vent piping:
I. Schedule 40,galvanized steel pipe and 125 pounds galvanized cast-iron screwed fittings for lines
smaller than a 3-inch pipe,above ground,perASTM A53.
II. Hubless service weight cast-iron soil pipe for underground lines and lines 3-inch and larger pipe
ahove ground.
D. Cleanouts:
I. Above ground:Cast or ductile iron
II. Provide access cover and frame where cleanouts occur in finished interior walls or teilings.
III. In interior walls flush with the inside of wall,use Smith Figure 4530 cleanout tee,with bronze
plug and wall cover.
2.2 WATER SUPPLY AND CONDENSATE DRAINS
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A. Pipe for cold water and condensate drains:
I. Underground:Type K hard copper per ASTM B88.
II. Above ground:Type L hard copper per ASTM 888.
B. Fittings:Wrought copper or cast red bronze,close-grained,and nonporous. Cast fttings permitted
only in sizes and type not available in wrought fittings.
C. Nipples:5eamless 85 percent red brass pipe;shouldertype;no close nipples.
D. Exposed connections to fixtures:Seamless SS percent red brass pipe,polished chromium-plated
finish.
E. Solder:
I. Noleadsolderforcopperpipe
II. Sil-Fos silver alloy for underground copper pipe and for copper piping above ground having a
continuous street main pressure of 100 pounds or more
F. Flux shall be as recommended by the manufacturer of the solder with which flux will 6e used.
G. Couplings shall be same material and pressure rating as a pipe on which couplings are used.
H. Unions:
I. For solder-joint piping,use wrought copper or cast bronze,close-grained and nonporous,extra
heavy type,150 pounds working pressure,ground joint,individuallytested by the manufacturer.
II. For screwedyoint piping,use galvanized malleable iron,bross to iron seat,250 pounds working
female pressure pattern,ground joint.
III. Gate valves for 2 inch and smaller:Nibco/Scott No. 5-136,union honnet,non-rising rtem,150
pounds;3 inches to 6 inch lenkins 677-A 0.5.&Y. Bronze trim,flanged,125 pounds.
IV. Globe valves for 2 inch and smaller:Nibco/Scott No. 5235,union bonnet,rising stem, 150
pounds;for 2-1/2-inch,Stockham Figure B-22,bronze,union bonnet, 150 pounds.
I. Check valves:
I. Two-inch and smaller:Nibco/Scott No. 5-413,125-pounds
2.3 PIPEHANGERSANDSUPPORTS
A. Forvertical piping(extept downspouts),use Grinnel Figure 262,not more than 10-feet apart and
Grinnel Figure 261 riser clamp at each floor;Uni-Strut as approved by Engineer.
B. For horizontal piping,use Grinnel Figure 108 split pipe ring and Grinnel Figure 110R threaded rod
socket,hung with steel rod from 2 inches by 2 inches by 3/16-inch steel angle clips screwed or bolted
to concrete,freming,or blocking with bolt thread nut attached to rod end for hanger adjustment.
Hanger combination of Grinnel Figure 260 adjustable clevis Figure 248,steel rod with nuts and
square head lag screws fastened to wood beams or blocking may be used.)
C. Fastening of hangers and supports to walls or slabs with a redhead or other Engineer approved type
inserts will be accepta6le.
TS-38
2.4 PLUMBINGFIXTURESANDTRIM
A. General:
I. Traps,strainers,and tailpieces a[fixtures locations:Chromium-plated.
II. Lavatories and Sinks:Supplies shall be Stainless Steel and rigid,Duraware or equal,screwed type
angle compression stops with loose key square shank stems,and lock shields extending beyond
the stem.
III. Faucets:Polished chromium-plated brass with die-cast handles,removable trim units comprising
all wearing parts,quick compression Type of close with the pressure.
B. Plumbing fixtures and accessories shall meet applicable requirements ofAmericans with Disabilities
Act
2.5 PIPE COVERING
A. Covering of fittings,valves,and flanges shall be built-up fiberglass molded or insulating cement to a
thickness equal to adjoining insulation or segmented pipe covering covered with reinforcing cloth
per manufacturer's written recommendations.
B. Finish shall be 6 ounces canvas jacket on insulated piping exposed to view in building and paint to
match surroundings as specified in the PAINTING Section.
PART 3: EXECUTION
3.1 INSTALLATION OF PIPE
A. Pipe inside building shall be concealed within building walls,partitions,furred spaces,or ceilings,
except in the mechanical equipment room. Position pipes without springing orforcing.
B. Soil and waste lines in buildings shall have joints in removable position at floor level. Where vertical
lines go underground,bring cast iron pipe up to waste connection of each fixture.
C. Keep pipe openings closed during construction to prevent the ingress of materials that may cause
obstructions and damage.
D. GradeorSlope:
I. Sanitary piping and condensate lines shall be such that horizontal runs have a uniform fall of not
less than 1/4-inch per foot unless otherwise shown on Drawings or as approved by the Engineer.
II. Ven[piping shall have a grade to prevent the accumulation of water and condensation.
III. Run draining pipe as straight as possible,with long radius turns,and offsets of angle of 45
degrees or less. Make changes in the direction of piping with fittings unless specifically indicated
otherwise on Drawings.
E. Locate cleanouts every 50 feet or as shown on Drawings at finished grede wall or floor,inside and
outside of building with pipe extensions from horizontal runs installed with long turn radius or at an
angle of 45 degrees or less.
F. Provide full-length sections of pipe for pipelines wherever practical. Short sec[ions with unnecessary
couplings will not be allowed.
T539
G. Provide floor and ceiling plates where exposed pipes pass through walls,floors or ceilings;polished
chromium-plated split-Flange or one piece.
H. Separate hot and cold water by at least 6 inches on parallel runs.
I. Provide for expansion and controction of piping to prevent damage to pipe insulation,or adjacent
structures.
32 PIPEJOINTS
A. Install cast iron pipe with stainless steel couplings in accordance with manufacturer's written
re ommendations. Provide temporary support or blocking as required forfloor level connections to
prevent damage to joint before the floor is poured or laid. Make lines to line and grade without sags
or hends.
B. CopperTubing:
I. Cuttubingsquareusingatubecutter.
II. Remove burrs.
III. Clean end of pipe equal to the depth of fittings and inside of fitting sand cloth,steel,wool,or
s[eel brush to a bright finish.
IV. Makeupjoint in accordance with recommendations of the manufacturer of solder used.
V. Remove intemal parts ofvalves prior to soldering.
C. Screwed Pipe:
I. Cut the pipe with a carborundum wheel or machine cutter.
II. Ream pipe to make bore at ends the same as within the pipe.
III. Cut threads with clean dies,the full thickness of die.
IV. Make up the joint with pipe paste or Teflon tape applied to male threads only.
3.3 INSTALLATION OF HANGERS
A. Horizontal Pipe Hangers(Maximum Spacing):
I. Cast iron pipe shall have hangers at 5'-0"on centers,and at every joint and each horizontal
brench fitting,sway hroced as required[o stop the horizontal movement.
II. Copper and steel pipe 2 inches and Iargershall have hangers at 30'-0"on centers.
III. Copper and steel pipe 1-1/2-inches and smaller shall have hangers at 6'0"on centers.
B. Provide sway bracing for horizontal piping where hangers are 18-inches long in conformance with
details indicated on Drawings.
I. Locatelateralbrecingateverythirdhanger.
II. Locate horizontal bracing at every turn of piping unless otherwise approved by the Engineer.
3.4 INSTALLATION OF FIXTURES
TS-40
A. Equipment,fixtures,and the like,shall be installed in strict accordance with the manufacturers
written remmmendations.
B. Set fixtures at heights in conformance with the Americans with Disabilities Act requirements.
C. Groutjoint between fixture and wall or floor with silicone sealant to provide a smooth,even,and
watertight seal.
D. Install fixtures complete with necessary trim and stops,chromium-plated brass,including tailpieces,
traps,and escutcheons.
E. Connec[ions to fix[ures shall be in accordance with Code requirements except as exceeded in this
Section or on Drawings,and in no case smaller than the supplystop size. Minimum waste sizes shall
he 4 inches for water closets and 2 inches for lavatories.
F. Clean equipment,fixtures,trim and exposed piping,of cement,plaster,grease and oil spots and wipe
surfaces,scrape clean cracks and corners.
G. Polish exposed chromium-plated or nickel-plated surfaces,with a clean cloth.
H. Leave work in a neat,clean condition,ready for use.
3.5 BACKSIPHONAGEPROTECTION
A. Protect water supplies of plum6ing fixtures against back siphonage in the event of a vacuum in the
piping system.
B. Locate discharge outlets of supply faucets for lavatories and sinks to clear the top of overflow rim by
at least 1 inch.
3.6 WATERHAMMERARRESTERS
A. Provide in ho[and cold water headers serving fixtures except for drinking fountains. Install 6efore
last fixture being served by header and at hose bibbs.
B. Size and installation shall be in accordance with the California Plumbing Code.
C. Provideaccessforhammerarresters.
3.7 TESTING
A. Hydrostatically test the entire plumbing,drainage,and venting systems in accordance with the
California Plumbing Code.
B. Water test water piping at 150 psi for not less than 15 minutes prior to inspection.
C. Test drainage and vent systems at not less than the SO-foot head of water for not less than 15
minutes priorto inspection.
D. Test building sewer by plugging the end of the building sewer at its points of connection with the
public sewer and completely filled with water from the lowest to[he highest point thereof. The
building sewershall be filled not less than 15 minutes prior to inspection.
E. Tests shall be witnessed and inspected by the City of Orange Building and Safety inspector and the
Engineer. Notifythe Engineer and the Building and Safety inspector 2 working days prior to the start
of testing.
TS-41
F. Should any piece of system or work fail in any of these tests,it shall be removed immediately and
replaced by new materials at the expense of the Contractor,and that portion of the work shall be
retested at Contrac[or's expense.
G. Submit copies of test results to the Engineer.
26 00 00 ELECfRICAL
PART1: GENERAL
1.1 SECTION INCLUDES
Provide labor,materials,and equipment necessary for the complete and operational electrical system.
1.2 REFERENCES
A. Comply with the requirements of UL and NEC as applicable.
B. Where industry ortrade standards are in effect,provide products complying with applicable
standards as minimum criteria of quality and workmanship.
1.3 EI(ISTING CONDITIONS
A. General:Drawings indicate general design and arrangement of equipment,lines,and the like. The
information indicated is diagrammatic in charocter.
B. Install work in manner to conform to structure;avoid obstructions,and maintain headroom.
C. Verification of Existing Conditions:Verify dimensions and information regarding the accurate location
of equipment,structurel limitations,and space availability.
D. Discrepancies: Examine Drawings,Specifications. Notify Engineer of discrepancies.
PART2: PRODUCTS
2.1 MATERIALS
A. General:Furnish material and equipment,listed and labeled by UL, manufactured as standard
products by a firm regularly engaged in the manufacture products specified.
B. Rigid Steel Conduit: Full weight galvanized pipe,threaded,3/4 inch minimum unless otherwise
indicated or required for wiring.
C. Flexible 5teel Conduit:Continuous single strip,galvanized,3/4 inch minimum unless otherwise
indicated or required forwiring.
D. Junction Boxes:Galvanized cast metal boxwith cover.
E. Outlet Boxes:Galvanized cast metal box,sizes as required.
F. Low Voltage Wires(600V): Unless otherwise specified,provide stranded annealed copper conductors
with insulation Type TH W,THWN or XHHW,RHH(167 degrees F wet or dry)conforming to UL 83.
G. Circuit Breakers:Molded case type,single-pole,or as shown on drawings,conforming to FS W-C375.
H. Grounding Wires:Strended 6are copper except where installed in conduit with associated phase
conductors.
TS-42
I. Insulated grounding wire:Stranded copper of the same material of phase wires,color-coded
green.
I. Fittings,Supports,and Anchor Bolts:
I. Sleeves,inserts, hangers,anchor holts, bushings,locknuts,and otherstructural items:Suitable
for application,galvanized steel of adequate strength.
1. Lubricants for Wire Pulling:UL approved for insulation and raceway material.
PART3: EXECUTION
3.1 INSTALLATION
A. Grounding:Effectively ground noncurrent-carrying metal parts of electrical equipment in accordance
with NEC Article 250.
B. Conduits:
I. Make field bends and offsets with approved hickey or conduit bending machine.
II. Adequately support and terminate conduit runs with double lock nuts and bushings.
C. Low Vol[age Wires(600 Volts:Continuous without a splice. Where splicing is required,use
solderless pressure connectors and properlytape.
3.2 TESTS
A. Operating Test: Furnish instruments and personnel necessary for test. After installation is complete,
conduct operatingtest for approval. Perform tests in the Engineer's presence. Demonstrate
equipment operotes as specified.
2609 36 MODULAR DIMMING CONTROLS
PART1: GENERAL
1.1 DESCRIPTION
A. Section Includes:
I. Modular,self-contained lighting dimming control system with multiple presets.
1.2 SYSTEM DESCRIPTION
A. Microprocessor-based,modular solid-state dimming and switching devices utilizing preset control
sokware,in an integrated control system including the following:
I. Lighting Controller System: Concealed mounting,self-contained,multichannel controller with
user-adjustable dimmer and equipment con[rols with network and expansion capabilities:
a. Integreted lighting,dimming,and switching controls.
II. Lighting controller system integrates the following separate controls:
a. Native communication with building-wide Audio Visual Systems.
b. Keypad controls.
c. Touch panel controls.
d. Remoteoccupancysensors.
TS-43
e. Audio Visual equipment controls.
B. Unified System Integration—The controller supports the native communication protocol utilized by
the AV control system.
I. Communication protocol adaptors or tronslation interfaces between AV control systems and
lighting control systems will not be accepted.
1.3 SUBMITTALS
A. Product Data: For each type of product required for a complete modular dimming control system,
demonstreting compliance with requirements.
B. Shop Drawings: Indicate the following:
I. Schematic diagram of controlled circuits.
II. Circuits and emergency circuits with capacity and phase,control zones,load type,and voltage
per circuit.
C. CEC CCR Title 24 appliance efficiency listing certification.
D. Sampleofthemanufacturer'swarranty.
E. Load Measurement Report: Submit field test report offinished dimming circuit work.
F. Operating and maintenance instructions
1.4 COORDINATION
A. Coordinate integrated dimming controls with AV Contractor.
PART2: PRODUCTS
2.1 MANUFACTURERS
A. Basis-of-Design Manufacturer: Subjectto compliance with requirements,provide products of
Crestron Electronics,Inc.,Rockleigh,NJ 07647,Phone(800 237-2041, Fax:(201)767 1903,
www.crestron.com or comparoble products from a single manufacturer approved by Engineer prior
to bidding,with the following components and characteristics.
2.2 MULTI-ROOM LIGHTING CONTROLLER
A. Lighting Controller: Integrated lighting,dimming,and equipment switching control system panel,in
the metal enclosure for mounting in concealed space
I. Basis of Design Product:Crestron,Greenlight GLPAC Integrated Lighting System,Model GLPAC-
DIMFLV4
B. Lighting Controller System Characteristics: Provide pre-configured lighting controller,with
capabilities for manual setup,and software setup through programming port,configured as follows in
layout indicated:
I. Controller networked to centrel lighting control processor provided by AV Contractor
C. Dimmable Load Types:16A per channel at 100 to 277 VAC,50/60 Hz:
I. 0—lOV LED drivers.
D. Switched Load Types:
I. Fluorescent ballast.
II. Electroniclowvoltage.
E. Power Requirements:
TS-44
I. Main Power: 100-277 VAC,50/60 Hz.
II. Available Ne[work Power: lOW at 24VDC.
F. Input/output
I. Line Power Inputs: [4]terminal blocks,2 connections per channel,parelleled.
II. Switch Channel Outputs: [4]terminal blacks.
III. 0—30V Dimmer Outputs: [3]8-position terminal hlock for[4]dimmer channel outputs,Class 1
or Class 2.
G. Enclosure: Surface-mounted industrial control enclosure suitable for concealed locations, 14-1/S by
12-5/16 by 43/8 inch(312 by 359 by 111 mm).
2.3 CENTRALSIGNALPROCESSOR
A. To be provided by AV Contractor,Coordinate for integration.
2.4 SYSTEM ACCESSORIES
A. Remote Keypad Controls: Field-configurable remote keypad with auto-adjusting backlight
illuminating replacea6le,engravable programmable buttons in the number indicated,with white LED
indica[ors,configured to fit in standard single-gang box.
I. Basis of Design: Crestron,Cameo Series Keypad Model C2N-CB D Series.
II. Color: DarkGrey.
III. Faceplates:Ascent Metal Faceplate.
B. Remote Occupancy Sensors: Combination of ultrasonic motion detection and passive infrered
detec[ion with the internal microprocessor. Sensor independently adjustable for installed conditions.
Delayed time off adjustment. Walk-through mode. Adjustable built-in photocell for daylight
optimization.They are equipped with 3-wire interface for direct connec[ion to the control system;24
VDC power from the nehvork control bus.
I. Basis of Design: Crestron Photocell Model GLS-ODTSeries.
II. Coverage: 360 deg.,42'-4"x 27-4") 1,200 sq.ft
III. Mounting: Ceilingsurface-mounted
2.5 CONDUCTORSANDCABLING
A. Power Supply Side of Remote-Control Power Sources: Comply with requirements of Division 26
Section"Low-Voltage Electrical PowerConduc[ors."
B. UTP Cable: 100-ohm,UTP. Listed and la6eled by an NRTL acceptable to authorities having
jurisdic[ion as complying with UL 444 and NFPA 70 for the following types:
I. Communications Control Ca61e,Non-Plenum Rated: 22 AWG stranded bare copper data pair,
and 18 AWG strended bare copper power pair,Type CM.
C. Communications Control Cable,Plenum Rated: 22 AWG data pair,stranded bare copper and 18 AWG
power pair,stranded 6are copper,Type CMP,complying with NFPA 262.
D. Communications High-Power Control Cable,Non-Plenum Rated: 22 AWG stranded bare copper data
pair,and 12 AWG s[randed bare copper power pair,Type CM.
PART3: EXECUTION
3.1 EXAMINATION
TS-45
A. Prior to installation,examine work area to verify measurements and that commencing installation
complies with manufacturer's requirements.
3.2 INSTAILATION
A. Comply with requirements of Division 26 Sections
B. Do not install dimming controls until space is enclosed,HVAC systems are running,and overhead and
wet work in dimming control workspace are complete.
C. Install dimming controls in accordance with manufac[urer's instructions.
D. Grounding: Provide electrical grounding in accordance with NFPA 70.
E. Perform setup for each lighting scene,windowshade controller,and audio-visual equipment
component.
33 SYSTEM STARTUP
A. Provide system startup and adjustment to occupied conditions in accordance with manufacturer's
recommendations.
B. Perform operational testing to verify compliance with Specifications. Adjust as required.
C. Measure and record load on each controlled circuit in each scene. Submit report of load
measurements.
3.4 CLOSEOUTACTIVITIES
A. Demonstration: Schedule dimming controls demonstretion with Owner to allow verification that
dimming controls function as required.
B. Troining: Train Owner's personnel to operate,maintain,and program modular dimming controls.
26 10 30 ELECTRICAL GENERAL REQUIREMENTS
PART1: GENERAL
1.1 DESCRIPTION
A. The Work specified in this Section consists of the furnishing and the installation methods for basic
materials applicable to electrical work.
B. Work included:All labor,materials,tools,equipment,appliances,facilities,transportation,and
services necessary for and incidental to performing all operotions in connection with furnishing,
delivery,and installation of the work of this Section,complete,as shown on the Drawings and/or
specified herein. Work includes,but is not necessarily limited to,the following.
I. Examine all other Sections for work related to those other Sections and required to be included
as work under this Section. Coordinate all work in this Division with related trades.
II. Perform all incidental work not indicated on the drawings nor mentioned in the specifications
that belongto the work described,including surveying and potholing if required as for a
complete system.
III. Furnish and install the following:
a. All construction power and lighting and all power fortesting of equipment and systems
through final acceptance tests.
TS-46
b. Complete distribution system including lighting,receptacles,panel board,and feeders,pull
boxes,brench circuit wiring,grounding,transformers, and mntrols and disconnects.
c. All lighting fixtures,ballasts/lamps and controls complete
d. A complete grounding system for systems and equipment.
e. All distribution material,including equipment,disconnects for and connection of the below-
listed equipment as required by the specific equipment furnished,such that a complete and
operable system shall result.
1) Overhead Lighting
2) Kitchenette electrical outlets
3) Electrical outlets
f. All hangers anchors,sleeves,slots,and 5upports for all electrical materials and equipment
and all lighting fixture.
g. Cleaning,patching,repairing and painting
h. Shop drawings and technical data;instructions and maintenance manuals
i. Tesu of all equipment and systems installed
j. Operating instructions
k. "As-builY'drawings
I. Power pole,including installation, base,and as specifed on single-line diagram.
1.2 REFERENCESTANDARDS
A. Comply with the latest edition of the following:
I. NFPA-National Fire Protection Association
II. UBC-International Conference of Building Officials,Uniform Building Code
III. CAC-California Administretive Codes:Title 14 and other applicable local codes and ordinances
IV. NEC-NationalElectricalCode
V. California State and County Fire Department ordinan[es
VI. CAL/OSHAStandards
VII. UL-Underwriters'Laboratories,Inc.
VIII.State Industrial Accident Commission
IX. C.E.C.California Electrical Code
1.3 SUBMITTALS
TS-47
A. Complete list of materials and equipment proposed for thejob,including manufacturers'names and
tatalog numbers. Submission on all materials and equipment shall be made,even if they are as
specified or shown on the drawings.
B. Shop drawings:
I. Submit in completed groups of materials(i.e.,all lighting fMures or all switchgear,etc.). The
Contractor shall add and sign the following paregraph on all equipment and materials submitted
for review.
a. "It is hereby certified that he(equipment) (material)shown and marked in this submittal as
that proposed to be incorporeted into the project, is in compliance with the Contract
Drawings and Specifications,and can be installed in the allocated spaces:'
II. The Contrectorshall verify dimensions of equipment and be satisfied as to Code compliance and
fit prior to submitting shop drawings for approval.
1.4 QUALITYASSURANCE
A. The requirements of authorities shall be the minimum acceptable requirements for the work,and
nothing described in these Specifications or indicated on the Drawings shall be construed to permit
work not conforming to the most stringent of the applicable Codes and regulations. When Drawings
or Specifications call for materials or construction of better quality or larger size than required by
Codes,laws,rules,and regulations,the Drowings and Specifications shall take precedence.
B. Equipment not complying with applicable Codes shall be removed and replaced with approved
equipment at Contrectors expense. UL listing labels,where applicable,shall be installed prior to
shipment from factory.
C. Should any changes.to the work indicated on the Drawings or described in the Specifcations be
necessary in order to comply with the above requirements, notify the Engineer immediately for
approvals ofthe required modifications.
PART2: PRODUCTS
2.1 MATERIALS
A. Materials and equipment shall be new and manufac[ured within the previous 12 months 6efore
installation.
B. Complywith all applica6le standards and requirements of the following:
I. Na[ional Fire Protection Association (NFPA)
II. National Elec[rical Manufacturers Association(NEMA)
III. American National Standards Institute(ANSI)
IV. Underwriters'Lahoratories,Inc.(UL)
V. Institute of Electrical and Electronics Engineers(IEEE)
VI. Institute of Power Cable Engineers Association(IPCEA)
VII. NECAStandardsforConstruction(NECA)
TS-48
C. Seismic restraints:Equipment and installation of electrical materials shall be as indicated and shall
conform to California Seismic Code,2one 4.
D. Items for similar application shall 6e of the same manufacturer.
E. The label of listing by UL shall appear on all materials and equipment for which standards have been
established by that agency.
F. Where local or other authorities havingjurisdiction have established label or approval requirements,
furnish all materials and equipment with eitherthe required labels a xed orthe necessary written
approval.
G. Provide and install all incidental items not indicated on the Drawings nor mentioned in the
Specifications that belong to the work described or are required for complete systems.
PART3: EXECUTION
3.1 WORK RESPONSIBILITIES
A. The Drawings indicate diagrammatically the desired locations or arrangement of conduit runs,boxes,
equipment,etc.,and are[o be followed as closely as possible. Proper judgment must be exercised in
executing the work so as to secure the best possible installation in the available space and to
overcome Iocal di culties due to space limitations or interference with structurol conditions. The
Contractor is responsihle for the correct placing of his work in relation to the work of other trades.
Advise appropriate trede as to locations of junction boxes and pull boxes.
B. Be responsible for any cooperative work,which must be altered due to lack of proper supervision or
failure to make proper provisions in time. Such changes shall he under direction of the Engineer and
shall be made to his satisfaction.
C. Perform all work with competent and skilled personnel.
D. All work,including aesthetic as well as electrical and mechanical aspects of the work,shall be of the
highest quality consistent with the best practices of the trode.
E. Replace or repair,without additional compensation,any work which,in the opinion of the Engineer,
does not comply with these requirements.
3.2 INSTALLATION—GENERAL
A. Conduit and equipment to be installed:Clean thoroughly to remove dust,spattered paint,cement,
and dirt on the interior.
B. All items with factory fiinish: Remove cement,plaster,grease,and oil,and leave all surfaces,including
cracks and corners,clean and polished. Touch up any scrotched or 6are spots to match finish.
Factory finish may be approved as prime coat by the Engineer.
C. Site cleaning: Remove from site all packing cartons,scrap materials,and other rubbish relating to
electrical installation.
D. Finish paint electrical equipment and materials exposed to public and in finished areas,after
installation to coordinate with surrounding equipmen[—thoroughly clean surfaces for receiving
paint. Paint color coordination shall be as directed by the Engineer. Paint shall be identical to that on
adjacent surfaces to insure proper matching of quality and color with surrounding areas.
3.3 TESTS
TS-49
A. Upon completion of the work and adjustment of all equipment,conduct an operating test for
approval when the Engineer directs. Conduct the test in the presence of an authorized
representative of the Engineer. Demonstrate all systems and equipment to operate in accordance
with all requirements ofthe Contract Documents and to be free from all electrical and mechanical
defects. Provide all systems free from short circuits and grounds and show an insulation resistance
between phase conduc[ors and ground not less than the requirements of the governing electric Code.
Test all circuits for proper neutral connection.
B. Complete all tests prior to final inspection of project,including correc[ive work based on the results
of the tests.
C. Perform special tests on systems materials and equipment as specified herein in other Sections of this
Division,using personnel qualified to perform such tests.
3.4 PROTECTION
A. Protect all finish parts of the materials and equipment against damage during the progress of the
work and final completion and acceptance.
B. Cover aIl materials and equipment in storage and during construction in such a manner that no
finished surfaces will 6e damaged or marred. Keep all moving parts clean,dry,and luhricated.
3.5 CLEANING UP
A. Upon completion of the work and regularly(at least weekly during the progress of the work,remove
from the job site all surplus materials,rubbish and debris resulting from the work of this Division and
leave the involved portions of the site in a neat,clean,hazard-free and acceptable condition.
B. Thoroughly clean all enclosures,panel board,cabinets,apparatus,exposed conduit,metalwork and
actessories for the work of this Division,of cement,dirt and other deleterious materials;remove all
grease and oil spotr with cleaning solvent;carefully wipe all surfaces and scrape all cracks and corners
clean.
C. Thoroughly polish all chromium or plated work. Remove all dirt and stains from lighting fixtures.
D. Leave the entire installation in a neat,clean,and usable condition.
3.6 COMPLETION
A. When the installation is complete,and all adjustments have been made,operate the system for a
period of one week,during which time demonstrote to the Engineer that systems are completed and
operating in conformante with the Specifications.
2610 50 BASIC ELECTRICAL MATERIALS AND METHODS
PART1: GENERAL
1.1 DESCRIPTION
The Work specified in this Section consists of furnishing and installing basic electrical materials and equipment.
1.2 INTERFACES
A. Determine interfaces and coordinate Electrical Work with Audio Visual Contrector and the City of
Orenge representative.
TS-50
B. Determine interfaces and coordinate with Work completed,in progress,to be performed under other
Sections,or by other contractors. Make indicated connections to previously completed Work.
Provide safe and convenient provisions for,where future connections to or extensions of the Work
areindicated.
C. Where indicated,take possession of and maintain electrical equipment left in place by others. Where
indicated, leave temporary and interim electrical Work,plant,and equipment in place for
maintenance and operetion by others.
1.3 SUBMITTALS
A. Identify products used.
B. Photometriccalculationsforproposedlightingarrangementanddimmingzones.
1.4 PRODUCT DELIVERY,STORAGE,AND HANDLING
A. Equipment and materials shall be protected during shipment and storage against physical damage,
dirt,moisture,cold,and rain.
B. Deliver wires and cables to Worksite in unbroken standard coils and reels. Attach tags bearing
manufacturer's name,trade name of wire,and UL label for 600-Volt wire and cable.
C. Install thread protectors on both ends of conduit before shipping. Package couplings separetely.
PART2: PRODUCTS
2.1 GENERALREQUIREMENTS
A. Furnish items of material,design,size,and rating indicated.
B. Material and equipment-Bear UL label and evidence of UL listing where UL standards exist,and
produc[listing is available. Comply with NFPA 70 and CEC.
C. Methods of fabrication,assembly,and installation-Optional unless othenvise indicated.
D. Provide products free from defects impairing performance,durability,and appearonce;of
commercial quality best suited for purpose indicated or specified.
E. Steel conduit and accessories-Hot-dip galvanized after fabrication in accordance with ASTM A123.
F. Materials manufactured for use as conduit(except PVC conduit),raceways,ducts,6oxes,cabinets,
equipment enclosures,and surface finish material-Capable of withstandingtemperatures up to
932'F(500'C)for one hour and not support combus[ion. PVC conduit is applicable when embedded.
2.2 LIQUID-TIGHTFLEXIBLEMETALLICCONDUITANDFITTINGS
A. Conduit-Consisting of core of flexible galvanized steel with extruded liquid-tight neoprene jacket
overall. Jacket-Moisture-and oil-proof,capa6le of minimum radius bends of flexible conduit
without cracking. Furnish conduit with continuous copper 6onding conductor spiral wound between
convolutions,as required by NFPA 70,and as specified in Section 16455,Grounding and Bonding.
B. Fittings-UL 514B,malleable iron or galvanized steel,cadmium-or zinc-coated.
23 PVC ELECTRICALCONDUITAND FITTINGS
TS-51
A. Embedded portions ofsubsystems,unless otherwise indicated-Minimum one-inch diameter PVC
schedule 40 conduit.
B. Heavy wall,high impact strength,rigid PVC conforming to requirements of EPC-40-PVC conduit of
NEMA TC 2 and fittings for EPC-40-PVC conduit of N EMA TC 3.
C. UL 651 listed and in accordance with NFPA 70 Article 347 for underground and exposed use.
D. Flammability roted as self-extinguishing,with following minimum properties:
2.4 MULTIPLE PIPE HANGERS(TRAPEZE-NPE)
A. Fabricate two or more steel hanger rods,a horizontal steel member and U-holts,clamps and other
attachments necessary for securing hanger rods,and conduits.
B. Hanger Rod-Not smaller than 3/8 inch diameter,threaded full length or sufficient distance at each
end to permit minimum 1-1/2 inches of adjustment.
C. Horizontal Member
I. Standard structural steel shapes,angles,and channels:1-1/2 by 11/2 or 15/8 by 15/8 inches,
12-gauge,cold-formed,lipped channel;designed to accept special spring-held hardened steel
nuts for securing hanger rods and other attachments.
II. Two or more channels may 6e welded togetherto form horizontal mem6ers of greater strength.
III. Galvanize after fabrication in accordance with ASTM A153
D. Design-Comply with requirements for seismic restraint.
I. Support load equal to sum of weights of conduits and wires,and weight of hanger,plus 200
pounds.
II. Stress at root of thread of hanger rods-Not more than 9475 psi at design load.
I II. Size horizontal mem6er to limit maximum stress of not more than 12,650 psi at design load.
2.5 OUTLET,JUNCTIONANDPULLBOXES
A. Conform to NFPA 70 Article 370,and CEC.
B. Electrical boxes-Conform to UL 50 and UL 514B.
C. Provide electrical boxes of material,finish,type,and size indicated and required for location,kind of
service,numher ofwires,and function. Provide mounting holes for No.10-24 machine screws.
Provide electrical boxes installed on the platform and site.
D. Provide boxes complete with accessible covers designed for quick removal and suitable for purpose
used;equip boxes,in which or on which no devices or fixtures are to be installed,with flat or raised
blank covers as required. Ceiling fixture outlet boxes-Equip with 3/8 inch 6oltless fixture studs.
E. lunction and pull boxes less than 100 cubic inches in size-Cast metal for exposed installation pressed
steel for embedded installation. Boxes more than 100 cubic inches in size-Conform to requirements
for cabinets.
TS-52
F. Covers-Same thickness as pressed steel boxes;secured in position by No.10-24 stainless steel
machine screws. Arrange covers to be readily and conveniently removed. Coverfor four-inch square
box-Provide opening at one side for switch or receptacle;hlank at other side.
G. Concealed and embeddedjunction boxes-Zinc-coated inside and out. Outlet boxes used asjunction
boxes-Notsmallerthanfourinchessquarebyll/2inchesdeep. Provideflat6lankcovers.
H. Lighting Outlet Boxes
I. Exposed installation-Cast metal,not smaller than four inches round or square by 2 1/8 inches
deep.
II. Embedded and concealed installation-Pressed steel boxes approved for intended purpose.
I. Concealed or embedded switch or receptacle boxes-Pressed steel,four inches by 2 1/8 inches by 2
1/8 inches deep minimum size. Use cast metal boxes for exposed installations.
J. Cast metal boxes-Steel or ferrous alloy,with compatible conduit fittings.
K. Boxes for exposed switches and receptacles-Cast me[al,FS and FD Types.
L. Furnish necessary adapter plate for mounting devices on light fixtures,brackets,supports,hangers,
fittings,bondingjumpers,and other accessories required.
M. Provide neoprene gaskets 1/8 inch thick for boxes subjec[ed to weather. M.Grounding-Provide
each box with a grounding terminal.
N. Groundingterminal-Green-coloredwasher-in-headmachinescrewnotsmallerthanNo.1D-32ina
drilled and tapped hole in back of box,or a grounding bushing with green-colored machine screw
terminal attached to one conduit.
I. Provide suitable grounding terminals in motor connection boxes.
II. Install groundingjumpers as specified in Section 16455,Grounding,and Bonding.
O. Depth of concrete pull box shall be determined by all conduits terminating/tapping/passing without
termination. All conduits at platlorm shall pass through concrete pull boxes and to be visible. Label
with stainless steel plate all conduits at pull boxes indicating purpose(i.e.,communication,signal,
etc.),origination and termination point.
P. All pull boxes shall be labeled "E"for elearical,and"C"for communication.
2.6 CONNECTORSANDINSULATINGTAPES
A. Splice and Terminal Connectors
I. Providetermina[ionfittingsforusewithcablefurnished,NEMAstandard,andUL4861isted.
II. Termination and splice flttings for No. 10 and smaller conductors-Screw-on,spring-pressure
type copper connectors with non-flammable,self-extinguishing insulation oftemperature roting
equal to that of cable being conne ted. Terminals-Provide metal insulation grip on conductor
for strain relief.
III. Termination and splice fittings for No.8 and larger conductors-Tool-applied compression
connectors of material and design compatible with conductors,for which used.
TS-53
IV. Terminal connectors for conductors size No.4/0 and larger-Long-barrel,double compression
type,with two NEMA standard bolting holes in pad.
V. Provide heat-shrinkable insulator for compression type connectors and splices inside motor box.
B. Insulating Material for Splices and Terminations
I. Type-Approved by THE AUTHORIN or iss designee for particular use,location,and voltage,3/4
inch nominal width.
II. Plasticelectricalinsulatingtapeforgeneraluse-Pliableatminusl8CtoSOSC. Whentestedin
accordance with ASTM D4325 and ASTM D4388,meet following:
a. Thickness:Seven mils
b. Breakingstrength:l5poundsperinch
c. Elongation:200 percent
d. Dielectricstrength:1250volts/mil
e. Insulation resistance(direct method of electrolytic corrosion):megohms 10
III. Rubberelectricalinsulatingtapeforprotectiveover-wrapping-Siliconerubberwithsilicone
pressure-sensitive adhesive. When tested in accordance with ASTM D3000,meet following:
a. Elongation:525 percent
b. Dielectric strength:875 volts
c. Insulation resistance(indirect method of electrolytic corrosion):10 megohms
2.7 WIRING DEVICES
A. Wiring devices include switches,receptacles,and special outlets installed in raceway and conduit
boxes,complete with cover plates.
B. Switches
I. ACtumbler-toggleswitches-Specificationgrade,heavy-dutytypemeetingminimum
requirements of UL 20,and specified.
II. Provide switches that operate in any position and are fully enclosed with entire 6ody and cover
of molded phenolic,urea,or melamine. Do not use fiber,paper orsimilar insulating material for
body and cover.
III. Equip switches with metal moun[ing yoke with plaster ears,insulated from mechanism and
fastened to switch hody using bolts,screws,rivets,or other substantial means to meettest
requirements.
IV. Providegreen-coloredequipmentgroundingscrewonyoke.
V. Section of yoke normally intended to bear on surface outside box-Minimum overoll dimension
of 3/4 inch,measured at right angles to longitudinal axis of yoke.
VI. Switchcontacts-Betweensilverorsilveralloys.
TS-54
VII. Switches-Back or side wired with terminals of screw or combination screw-clamp type.
VIII.Terminal screws-No.8 or larger,captive,or terminal type.
IX. Provide access holes for back wiring.
X. Wiringterminals-Receiveandholdproperwiresizes,asshown6elow:
SWITCH RATING WIRE SIZE,AWG NO.
20 amperes 30 and/or 12
30 amperes 8
XI. Wall switches-Tumbler type,totally enclosed,heavy-duty,in accordance with NEMA WD 1,
color as selected by The Authority or its designee.
XII. Switches for use on incandescent and fluorescent lighting circuits-Fully rated 20 or 30 amperes
at 120 or 277 volts,as indicated.
XIII.Switches controlling straight resistance loads-Snap switches as specified,of proper rating up to
30 amperes at 120/277 volts.
xIV.Provide ac 120/277 volt snap switches capable of withstanding tests outlined in NEMA W D 1,
Paragraphs WD 1-2.04,WD 1-2.OSA,WD 1-2.OSC,WD 1-2.OSE2,WD 1-2.OSF2,and WD 1-2.OSG.
If requested by the Authori[y or its designee,submit evidence of proposed switch types having
passed specified tests.
XV. Time clock-Solid-state electronic programmable astronomical time switch suitable for indoor
use,with not less than four channels;Intermatic Electronic time Switch Model No. ET 7400C,
Tork Digital,or approved equivalent.
C. ReceptaclesAndPlugs
I. Configuration and requirements for connector and outle[receptacles-UL498 and NEMA WD 1
for heavy-duty general use type.
II. Receptacle bodies and bases-Fire-resistant non-absorptive hot molded phenolic composition
material or approved equivalent with metal plaster ears integral with supporting member.
III. Type-Flush type,unless otherwise indicated.
a. Wall receptacles-Single or duplex as indicated,specification grade,120 Vac,60 Hz,20
ampere.
b. Provide receptacles and plug capswith light-colored terminal facilities for neutral
connections,amber or brass colored for phase conductor connections,and green colored
hexagonal machine screws for equipment grounding conductor and connections.
c. Receptacle contacts including grounding contact-Douhle grip bronze type with spring steel
backup clips to ensure both sides of each male prong of plug will be in firm contact.
d. Provide receptacles with self-grounding clip or mounting strap screws.
e. Ground fault circuit interrupter duplex receptacles:120-volt,60-Hz,20-ampere with built-in
test,reset buttons,and ground fault tripped indication. Interrupt circuit within 1/30 second
TS-55
on a five milliampere earth leakage current. Designed for end of run installation or with
provisionsforfeedingthroughtoprotectotheroutletroncircuit. Maximumcircuitcapacity
20-amperes. Furnish receptacles with necessary wire connectors,clips,mounting screws,
and instructions. In public areas,provide ground fault circuit interrupter type duplex
receptacles.
f. Voltpowerreceptacle-Unlessotherwiseindicated,includefollowing:
1) Provide power receptacles,as shown on drawings. Receptacle housing-Watertight cast
metal,industrial-type,with gasket and spring door.
D. Cover Plates
I. Provide cover plates for switches,receptacles,and special-purpose outlets. Conform to UL 514A.
II. Use multi-gang plates for multi-gang boxes.
III. Covers
a. Non-public concealed or embedded installations-Stainless steel
b. Exposed insfallaiions-Cast metal,compatible with boxes.
c. Publicareas-Stainlesssteel,withNo.4finish.
d. Commercially produced special-purpose outlets using special material,configuration,and
size-Brushed stainless steel designed for particular application.
IV. Commercial plates of specified material and finish not available for special-purpose outlets-
Commercially availahle plates suitable for enameling to match adjacent surface.
V. Flush devices-Stainless steel,0.040-inch thickness.
PART3: EXECUTION
3.1 GENERAL
A. Install items in locations indicated,rigid and secure,plumb and level,and in alignment with related
and adjoining Work to make complete Workable system. Do not weld electrical conduits and
enclosures to supports. Bolt,screw or clamp to hold and fasten firmly in place. Installation-
Designed for easy removal and future replacement.
B. Furnish anchor boltr and anchorage items as required;field check to ensure proper alignment and
location. Provide templates,layout drawings,and supervision at Worksite to ensure torrett
placement of anchorage items in concrete. Check emhedded items for correct location and detail
before concrete is placed.
C. Install supporting memhers,fastenings,framing,hangers, bracing, brackets,straps,bolts,and angles
as required to set and rigidly connect Work;conform to UBC requirements for Seismic Zone 4.
D. Control erection tolerance requirements;do not impairstrength,safety,serviceability,or appearance
of installations. Determine exact locations of conduit. Route conduit parellel to building lines unless
otherwiseindicated.
E. Trade size,type,and general routing and location of conduits,raceways,and boxes-As indicated or
specified.
TS-56
F. Install exposed conduit to avoid conflicts with other Work. Install horizontal raceways close to ceiling
or ceiling beams and above water and other piping wherever practicable.
G. Install individual conductors,and multiple-conductor sheathed cables in conduits,raceways,cable
trays,ducts and trenches as indicated to complete wiring systems.
H. Install switches,receptacles,special-purpose outlets and cover plates complete in neat manner,in
accordance with NFPA 70 and local electrical codes. Plug unused openings in boxes,cabinets,and
equipment.
3.2 CONDUITANDFITTINGS
A. Metallic and Nonmetallic Electrical Conduit
I. Install conduit in accordance with NFPA 70 and CEC and as indicated. Prevent concrete and other
materials from entering and obstructing conduit,outlets,and pull and junction boxes. Do not
use conduit smallerthan 3/4 inch for exposed Work and one-inch minimum for embedded Work.
II. Unless otherwise indicated,make conduit bends in accordance with NFPA 70 and CEC,with not
more than three 90 degrees bends,270 degrees total,per run of conduit for traction power,and
four 9D degrees bends,360 degrees total,otherwise. Where more bends are required in a
particular run,install pull boxes as required to facilitate pulling conductors. Communication
conduits type"CT"in duct banks or embedded in base slab-Make gradual bends with no more
than 180 degrees totals.
III. Metallic conduit installed for future erztension-Terminate with couplings flush to finished floor
levelorwall,unlessotherwiseindicated. Providethreadedplugforopenend. Extensionsto
existing Work-Match existing size.
IV. Provide stainless steel metallic num6ering tags indicating conduit numher and
origination/termination points on both ends of conduit. Identify train control and
communication conduit;provide plugforopen end.
V. Properly support and anchor conduit to be embedded;maintain correct location and spacing and
prevent flotation during concreting operations.
VI. Install conduit to drain moisture collecting in conduit to outlet or pull 6ox.
VII. When exposed or buried conduit passes through expansion or contraction joint in structure,
install conduit at right angles tojoint;provide approved conduit expansion fitting atjoint. Paint
conduit with approved bituminous compound for one foot on each side of expansion couplings.
VIII.Provide expansion fittings in conduit runs as required to compensate for thermal expansion.
IX. Conduit embedded in concrete-Space three times diameter of larger conduits and embed at or
nearcenterofslaborwall. Rigidlysupportembeddedconduitswithrebar'sweldedtostructurol
rebars at center of slab;prevent sag during and after pouring of concrete.
X. Pull mandrel and swab through embedded conduit aker installation to remove foreign matter.
Use solid cylindrical type mandrel. Draw mandrel through completed conduit run manually
without mechanical assistante. After conduits are cleaned and mandrelled,install rope,tover
boxes,and securely seal both ends of conduit with caps as indicated. If obstructions are
encountered,which cannot be removed,or if conditions exist,which may result in damage to
wires and cables pulled through conduit,install new conduit. Mandrell,swab,and pull cord
installation-Witnessed byTHE AUTHORITY or its designee.
TS-57
XI. Conduit exposed to different temperetures-Seal to prevent condensation and passage of air
from one area to the other.
XII. GRS conduits-Electrically and mechanically continuous;connect to ground by bondingto
grounding system.
XIII.Apply conductive compound to threads of threaded rigid conduitjoints. Do not use compounds
containing lead. Terminate conduit in appropriate boxes at motors,switches,outlets,and
junction points.
XIV.When field cutting of conduit is required,thread and ream conduit to remove rough edges.
Where conduit enters box or other fitting,provide bushing to protect wire from abrasion.
Provide insulation type bushings and double locknuts on ends of rigid conduits terminating at
steel boxes, panel boards,cabinets,motor starting equipment,and similar enclosures. Smooth
rough surfaces and restore galvanized coating.
XV. Support individual horizontal conduits not largerthan 11/2 inches diameter with one-hole
conduit straps with backspacers or individual conduit hangers.
XVI.Conduits installed against concrete surfaces-Space away from surface by clamp backs or other
acceptable means.
XVII. Support individual horizonial conduits largerthan 11/2 inches diameter by individual
hangers and forged steel conduit strep for vertical runs.
XVIII. In dry locations,spring steel fasteners,clips,or clamps specifically designed for
supporting exposed single conduits may be used instead of conduit straps or hangers.
XIX. Hanger rods used in connection with spring steel fasteners,clips,and clamps:1/2 inch diameter
galvanized steel rods or,if concealed above suspended ceiling,galvanized perforated steel
strapping. Do not use wire for support of conduit.
XX. Support parellel conduits at same elevation on multiple conduit hangers or channel inserts.
Secure each conduii to pipe hanger or channel insert member by U-bolt,one-hole strap,or other
specially designed and approved fastener suitable for use with pipe hangers or channel inserts.
xXl.Space supports not over 10 feet on centers for vertical conduits spanning open areas. Securely
anchor conduit at each end;do not interfere with installation and operation of equipment at
location.
OCII.Conduitr and raceways a6ove suspended ceilings-Support from floor construction above or
from main ceiling support members;use applita6le methods as specified.
OCIII. Install liquid-tight flexible metal conduit at structural construction joints,at motor
connections,and where required,so liquids run off surface and do not drain[oward fittings.
Provide suffcient slack to reduce effects of vibration. Running threads are no[acceptable.
Where necessary for connecting conduits,use right-hand and left-hand couplings.
XXIV. Provide stainless steel metallic tags indicating numbers and total angle of bends in
conduits embedded in concrete.
XXV. In areas of floating slabs,install horizontal runs of conduit beneath floating slab. Do not
pass tonduit through Floating slab unless conduit is required to terminate in a vertical direction.
Provide 1/4 inch clearance 6etween floating slab and vertical conduit riser. Fill space around
conduit with rubber-base waterproofing compound.
TS-58
XXVI. Tag unscheduled conduit in manner acceptable to The Authority or its designee.
B. Non-Metallic Electrical Conduit
I. Cap or plug ends of embedded conduit with permanent cap or plug;prevent concrete and other
materials from obstructing conduit. Do not use duct tape to tempororilyseal conduit before
concrete placement.
II. Sandpaperjoints in PVC conduit;remove burrs,clean and dryjoints,and 6rush with solvent
cement recommended by manufacturer.
III. .Support conduit to maintain correct location and spacing during concreting operations;provide
sui[able plastic supports and spacers for conduit duct banks.
IV. Nonmetallic Electrical conduit stubbed up to be connected to metallic conduit-Use embedded
metallic coupling flush with floor or wall.
V. Other installation requirementr-As specified for metallic electrical conduit.
VI. Notify The Authority or its designee for inspection and sign-off at conduits to be embedded in
cancrete before issuing concrete pouring permit.
C. Pull Cords
I. Do not splice pull cords.
II. Leave ample slack length at each end of pull cords.
D. Filling Openings
I. Where slots,sleeves and other openings are provided in floors and walls for passage of raceways,
including bus ducts,fill openings as follows:
a. Use fire-resistive filling material for openings similar to material of floor,wall,or ceiling
being penetreted;finish to prevent passage of water,smoke,and fumes.
b. Where conduits passing through openings are exposed in finished rooms,use filling material
that matches,and is flush with,adjoining finished floor,ceiling,or wall.
33 OUTLET,JUNCTION AND PULL BOXES
A. Outlet Boxes
I. Unless otherwise indi[a[ed,flush-moun[outle[boxes with fron[edges of boxes,or attached tile
covers flush with finished wall or ceiling.
II. Mount boxes with long axis of devices vertical unless otherwise indicated.
III. Locate boxes and box knockouts without interference with reinforcing steel.
IV. Unless otherwise specified,provide for tile covers boxes in tile walls and ceilings. Do not install
covers until finished tile line is determined for particular location.
V. Mounting height indicated for wall-mounted outlet box-Height from finished floorto horizontal
centerline of cover plate.
TS-59
VI. Mount outlet hozes for switches and receptacles located on columns and pilasters to prevent
interference with installation of partitions.
B. Junction and Pull Boxes
I. Install covers readily accessible after completion of instaliation.
C. BoxesSetin Concrete
I. Support boxes to prevent movement during placement of concrete.
II. Plug and mask unused nailing holes and other holes inside or bottom of boxes. Unplugged or
uncovered holes-Not permitted.
III. After installation,clean boxes placed in concrete.
3.4 WIRING
A. General
I. Provide wiring complete as indicated. Provide ample slack wire for motor loops,service
connections,and extensions. In outlet and junction boxes provided for installation of equipment
by others,coil and tape ends of wires and install blank covers.
II. Measure insulation resistance of wiring system before connecting to terminal blocks,motors,
switch6oards, motor control centers,transformers,panel boards,and cabinets. Applied
potential:500 volts DC for control wiring,and 1000 volts DC for power cables for one minute.
Insulation resistance-Minimum two megohms for control cables and 10 megaohms for power
cables.
III. Do not bend cables to radii less than 12 times outside diameters,except where conditions make
specified radius impracticable,and shorter radii are permitted by NFPA 70 and NEMA WC 7,
Appendix N.
IV. Neatly and securely bundle cable conductors located in branch circuit panel boards,cabinets,
control boards,switch6oards,motor control centers,and pull boxes. Use nylon bundling straps.
V. Continuitytest.
B. Cable Supports-Install cable supporGs for vertical feeders in accordance with NFPA 70 and CEC.
C. SplicesandTerminations
I. Make wire and cable splices only in outlet,junc[ion and pull boxes,or in equipment cabinets.
Splices in conduit or raceway will not be permitted. Make splices with compression type
connectors and cover with tape to insulation level equal to that of cable.
II. Use positive type connector installation tools as recommended by manufacturer.
III. Mechanical hand tools,with dies for each conductor size as recommended by manufacturer,may
be used on conductor sizes through No.6.
IV. For conductorsizes larger than No.6,use hydraulic tools with hexagonal or circumferential
installing dies for each conduc[or size,as recommended by manufacturer.
V. Clearly, mark die numbers on installed connectors.
TS-60
3.5 WIRINGDEVICES
A. Locate switches and general-purpose duplex receptacles 48 inches above finished floor,unless
otherwiseindicated.
B. Rigidly attach receptacles to outlet box with at least two screws.
C. Exterior-Mount receptacles in watertight cast type outlet boxes with threaded hu6s or bosses and
equip with gasketed cover and captive cap of screw or twist type.
D. Provide equipment permanently connected to exterior receptacles,and in areas subjec[to sproy or
hose cleaning,with watertight male plugs to suit. Receptacles-Ground-fault-circuit-interrupter type,
as specified.
E. Furnish matching plug with each power receptacle installed in Work as indicated.
26 5100 INTERIOR LIGHTING
PART1: GENERAL
1.1 DESCRIPTION
A. Provide all labor,materials,equipment,and appliances necessary and required to complete interior
and exterior lighting work as specified herein and as indicated on the Contract Drawings.
B. The design of the illumination levels shall 6e in strict accordance with the California Energy
Commission,Building Energy Efficiency5tandards,Title 24.
C. Any areas which are not covered by the above,the Illuminating Engineering Society(I.E.S.)lighting
handbooks,application,and reference volumes,shall be used.
1.2 SUBMITTALS
A. Manufacturers'data:Specifications,installation instructions,and general recommendations for each
xture and accessory item specified herein.
B. Photometric data in the form of candlepower distribution curves shall be developed for each fixture
by an independent testing laboratory,and shall be provided by the Contractor at no additional cost,
as directed by the Commission.
1.3 QUALINASSURANCE
A. All dimming equipment,fixtures,ballasts,and controls shall be of a single manufacturer and shall be
connected in accordance with manufacturer's standards. Dimming system manufacturer shall
provide field inspection of dimming equipment installation priorto equipment being energized. All
components shall have a 3-year limi[ed warranty.
PART2: PRODUCTS
2.1 LUMINAIRES-GENERAISPECIFICATIONS
A. Refer to Contract Drawings for all dimensions. Check the dimensions given on all Controct Drawings
and report discrepancies to the Engineer before proceeding with the work. In the event of any
question arising with respect to the true meaning of the Contract Drawings and Specifications,refer
to OCTA,whose decision shall be fnal and conclusive.
TS-61
B. All luminaires shall be as located,listed,detailed,specified,and identified on the Contract Drawings
and hereinafter specified.
C. All luminaires shall embody the highest standards of electrical and mechanical design, materials and
workmanship,and shall be subject in all respects to the review of the Engineer.
D. Install luminaires complete with lamps as directed and with all equipment,materials, parts,
attachments,devices, hardware,hangers,cables,supports,channels,frames,and brackets necessary
to make a safe,complete,and fully-operetive installation.
E. Operating voltage shall be as specified or indicated on the Contract Drawings.
2.2 FIXTURES—CONSTRUCTION
A. All fixtures shall be constructed,wired,and installed in compliance with all applicable Code
Standards. All fiztures shall conform to ULStandards and to applicable Codes exceeding these
Standards. All fixtures shall conform to any additional regulations necessaryto obtain review for use
of specified fixtures in locations shown. All electrical components shall be UL approved equipment.
Fixtures shall also carrythe UL label.
B. Internal wiring of flu[ures shall contain a minimum number of splices. All splices shall be made with
reviewed mechanical insulated steel spring type connectors,suitable forthe temperature and voltage
conditions to which the splices are to be subjected.
C. All fixtures shall be constructed with the minimum possible number ofjoints. Joints shall be made
only by means of reviewed welded,brazed,screwed,or holted construction methods. Soldered
joints will not be allowed. No self-tapping screws or rivets shall be employed for fastening any parts
which must he removed to gain access to electrical components requiring service or replacement or
for fastening any electrical components or support for same.
D. All ferrous metal parts and supports of fixtures other than parts manufactured of stainless steel shall
be completely rustproofed after fabrication,and before finishing coatings are applied, bytreatment
with a reviewed rust-preventing process. All screws,bolts,nuts,and otherfastening and latching
hardware shall be cadmium or equivalent plated.
E. All metallic cast or extruded parts offixtures shall be close-grained,sound,and free from
imperfections or discolorations. Cast or extruded parts shall be rigid,true to pattern and of ample
weight and thickness. Cast or entruded parts shall be properlyfitted,filed,ground,buffed and chased
to provide finished surfaces and joints free of imperfections. Finished thickness of all cast parts shall
not 6e less than 1/8 inch.
F. Except where specifically indicated to the contrary,all fiiztures shall be provided with a final synthetic
high temperature baked enamel coating of color and finish as spetified or direc[ed. Unless otherwise
specified,all baked enamel reflective surfaces shall be white with a minimum reflectance of 86%.
Unless otherwise specified,all non-reflective surfaces shall be matte hlack. Priorto painting,all parts
shall receive proper etched surface preparetion to assure paint adherence and durability.
G. Fixtures for use outdoors or in damp locations shall be suitably gasketed to prevent access of
moisture into electrical components or enclosing diffusers,lenses,or lobes. All metal parts of fMures
for use in damp locations,which are specified as requiring painting shall be painted with materials
having suitable weather and moisture-resisting qualities equal to epoxy-based coatings. All
aluminum parts of fixtures for use in damp locations,which are not specified as requiring a painted
finish shall be anodized.
TS-62
H. For weatherproof and vaportight installation,painted fixture finishes and accessories shall be
porcelain enamel equal to RLM Standards or galvanized and bonderized epoxy.
I. Where flxtures are specified as being porcelain-enameled such finish shall meet or exceed RLM
Standardsin allrespects.
1. Where stainless steel or non-ferrous metal surfaces,other than reflectors,and are to remain
unpainted orwhere steel surfaces are to be elec[ro-plated,they shall be,unless otherwise speci ed,
coated with a baked-on clear lacquerto preserve the surface. Where aluminum surfaces are treated
with an anodic process,the clear lacquer coating may be omitted.
K. Where aluminum is to 6e utilized as a reflective surface,the aluminum shall be treated with Alzak or
equal process to ensure a permanent reflective surface with a minimum SS%reflectance.
L. Recessed fixtures shall be constructed to be suitable for the ceiling material and construction type in
which they will be installed.
M. All discharge lamps(fluorescent,HPS and metal halide)fixtures shall have housings so constructed
that all elec[rical components are easily accessible and replaceable without removing the fix[ure body
from its mounting.
N. Socket for all fiztures shall he suitable for the specified lamps and se[so that lamps are positioned in
an optically correct relationship to lenses,reflectors,bafFles,etc. Adjustable sockets shall not require
special tools. Provide graduated scale or protector to facilitate readjustment after servicing of the
fixture.
2.3 LAMPS
A. All fixtures shall be complete with lamps.
B. As indicated on the Contract Drawings,lamps are defined in terms of catalog num6ers so that color,
light output,length,and ballast coordination are exactly defined with a minimum of terminology.
Equal lamps by Phillips,Sylvania.
C. Unless otherwise noted,all LED lamps shall be as noted on the plans.
2.4 FIXTURES
A. Fixtures shall be the product of lighting equipment manufacturers,who have previously
demonstrated by performance and reputation,the ability to manufacture products of the quality
specified. Such manufacturers shall maintain an organization and manufacturing facility capable of
actuallymanufacturingthespecifiedluminaries. TheContractorshall6eresponsibleforandshall
insure to the Engineer,free and easy access[o the manufacturing facili[ies of any manufacturer
whose equipment the Controctor intends to supply,for the purpose of inspection and inventory.
B. Furnish a fixture complete with lamps for each fixture symbol shown on the Contract Drawings. The
descriptions and catalog numbers described in the Contract Drawings serve to establish the quality,
appearance,and performance of the specified fMures.
PART3: EXECUTION
3.1 INSTALLATION
A. All fiutures,when installed,shall be set true and shall be free of light leaks,warps,den[s,or other
irregularities. The finish of exposed parts or trims shall be as directed by the Engineer.
TS-63
APPENDIX A
PERFORMANCE BOND.PAYMENT BOND AND SAMPLE CONTRACT
Behind this sheet]
t K-eny
CALIFORNIA PUBLIC WORKS Bond No. 89
PERFORMANCE BOND PAEMIIJM:51,969.00
KNOR'ALL MEN 6Y THESE PRESENTS,
y ACCURATE CONSTRUCTION&DFSIGN INC dba ACCURATE CONS7RI1C170N CpH7'[tpCl'OR)as Principal,and
AMERICAN CON'1'RACTORS INDEhINI'1'Y COMPANY S[1RETY a Co ore[ion orp Iganized and existing
under ihe laws ofthe State of CAI,IFORNIA and aNhorized lo transact business in[he State of Califomia,as Suaty,are held and firmly bowd
unto the C17'Y OF ORANGE,hereineftu called Ihe 061igee,in Ne sum NIIJE71'-EIGHT 7HOUSAND EOUR FRINDRED THIRTY-TFIREE DOLLARS&00/100
98,443)for the payment wheleof well and truty to be made and we each of us bind ourselves,our heirs,ezecuWrs,administrators,succeuors and assi6ns,jointly and
mverzlly,Fvmly by these presents.
THE COIVDtTtON ofihe abave obligation is such lhat,WNEREAS,ihe a6ove named bowded pnncipal is required to fimtish a 6ond m said Obligee,gnaranteeing Ne
Faithtul perFo`mance ofa contract to do and perform Ne following work,to wit
Bid No. 190-20:SP-4300:Emereencv Ooeration Center Remodel
a capy ofwhich wntract is or may be ettached he eto,and is hereby aferred to and made a part hereof.
NOW,THEREFORE,if the above bowded pnncipal shall well and wIy perform[he work contracted to be performed wder said contrac4 en this Chligtion lo be
nWl end wid;otherwise ta remain in Cull force and effecL The surety hereby stipulales and agrees ihat m change,extension of time,alteration or uddition to the4emiv
of he conUact agfeeruent,or 1he work to be perfom ed Ihere under,or ihe specifications accompanying he same shall aihervrise af£ect Ne obligation5 onLhis'bond,and
it does hereby waive wtice ofany such change,ez[rnsion of time,alteration or addition lo he tertns oCthe Contract ap eement or to ihe work or mlhespecifisations. . .-
S(GNED AND SEALED this ZOTH day of FEBRUARY • Z 20
ACCIJRATE CON57AUCTION& FSIGN A1C dba ACCURA'IE CONS7RUC770N AMERICAN CON'I'RACTORS WDEbIIJiIY COMPANY !
C fRACI'OR NAME OF SURETY
BY:s o k Kab HY: DARENEISEMAN
ET Y/fREASURER Y-IN-FACT - -
B,r: Srrw o bj B,r:
PR MCE PRESIDENT APPROV D AS TO FORM:CI Y A7TORNEY
STATE OF CALIPORNIA On this day of in 1he year 20 before me,the sdersigned,a
COUNTY Notazy Wblic in and for the said State,personaily appeaced
personally kna m m me(or prov n ihe buis of satisfactory evidenm)[o be the person(s)who executed
the within insWment on behalfoCthe ihelein named,and
acknowledged me that such ezecuted ihe same.
WITNESS my hand and otficial seal.
No Public in and for Ne ssid Sta[e.
STATE OF CAI,IFORNIA On his day of in the year20 before me,he wdersigned,a
CO[1N7'Y OF Notacy Public in and forthe said State,personally appeared
personally known to me(or proved to me on the basis of setisfectory evidence)to be 1he person(s)who execu ed
the wi[hin insWmenl on behalfoflhe herein named,and
acknowledged me that such ezecuted the same.
WI'1'NESS my hand and offcial seal.
Nom Public in ond for ihe said State.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual
who signed the document to which this certificate is attached, and not the truthfulness, accuracy,
or validity of that document.
State of California
County of Los Angeles
On Mw. before me, Rod Elyson, Notary Public, personally appeared
i +q L ( b
who proved to me on the basis of satisfactory evidence to be the person(
whose name(sl Ye subscribed to the within instrument and acknowledged to
me that he/Y(e/tF y executed the same in his/17 r/th ir authorized capacity(i s`}',
and that by his/h:r/th(eir signature on the instrument the person('j, or the entity
upon behalf of which the person acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California
that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
ROD ELYSON
COMM. #62349
d ; NOTARYPUBIIC-CP4FORNiP m
LOS PNGELES COIJNlY
My Comm EtD os Sep.].2020
Signature
OPTIONAL
The description below is not required by law but may be valuable to persons relying on the attached document and coultl
prevent fraudulenl use of this form.
Title or Description of Attached Document: J
c,,, G ..--r P,- a.,-
Document Date:
J
Number of Pages: \
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
A notary public or other o cer completing this certificate verifies only the identity of the individual who signed
the document to which this certificate is attached, and not the truthfuiness, accuracy, or validity of that
document.
STATE OF CALIFORNIA
COUNTY OF SACRAMENTO
On 02/20/2020 before me , D. LACASCE Notary Public,
Date here insert name)
personally appeared DAREN EISEMAN
t 4rt Frtk lf Fk%rtrtM K NFk Fi Fkk F I F Frt 4%ikMxM%F
who proved to me on the basis of satisfactory evidence to be the son(whose name(gf Qare
subscribed to the within instrument and acknowledge to me that/sheRhey executed the same
in her/their authorized capacity(s), and that by ii her/their signature(s on the instrument the
person(,, or the entity upon behal of which the person) acted, execute the instrument.
i
I certffy under PENALTY OF PERJURY under the laws of the State of Cal'rfornia that the foregoing
paragraph is Uue and correct.
D.IACASCEWITNESSmyhandandofficialseal. Comm ssion No. 23W289
NOTANV PUBLIC-CALIFORNq
6RLIUU MO CW1M
C SF TEWEBM.}OS]
Signature: Seal)
OPTIONAL INFORMATION
Description of Attached Document
Title orType of Document: Number of Pages:
Document Date: Other.
CALIFORNIA PUBLIC WORKS Eond No. 100484689
PAYMENT BOND PREbIlUM:INCLUDED IN
PERFORMANCEHOND
KNOW ALL MEN BY THESE PRESENTS,
7 ye__ ACCURATE CONSIR[1C7[ON&DESIGN INC dba ACCURATE CONS'IRUCIiON CONTRACCO[t)as Principal,and
A&ffiRICAN CON7RACTORS iNDEhIIdITY CObiPANY SORE7'Y)a Coryoration organiud and atisting
under he laws of lhe State of CAI,IFORNIA and authanzed to hansaM business in ihe Sfate of Califamia,es Surety,are held and firmly 6ound
unto he CCI'Y OF ORANGE,hereinaftercalled the Obligce,in Ihe sum of NINETY-EIGHT THOUSAND FOi7R FIUNDRED 7HIR7Y-17 2EE DOLLARS&00/100
98 443 for the payment whereof well and Guly
ro be made and we each of us bind ourselves,ow heirs,execumrs,administrators,succcssors and azsigns,jointty and severally,filmly by these presenis.
WFIEREhS,the above named 6ounded pnncipal is required to fumish a bond m said Obligee,guazantceing the payment of claims of labomrs,mechanics,material
supplie and any other persons,as pmvided by the law in wnnec[ion wilh e wmrsc[ro do and perfolm the follawing urork,o wit:
Bid No. 190-20:SP-0100:Emereencv Ooeration Center Remodel
IVOW,7HEREFORE,if 1he Principal or his subcontractors,shall fail to pay any person nemed in Seclion 3181 of the Ciril Code ofthe Ste e ofCalifomia,or amounis
due wder ihe Unemploymwt Inswance Code with respect ro work or labor perfo`med by arry person narncd in Sation 3I81 ofthe Civil Code ofihe Stete of Califomia,
or for arry amounis required[o be deducted,withhelQ and paid over m the Employmen[Development Deparimrn[from the wages of employees of ihe principal and his
suhcontractors pursuant m Sectian 13020 of the Unemployment Inswance Code,with respect m such work and leboy the Smety vrill pay for ihe same in an aggregate
amowt mt ezcceding the sum specified in Ihis bonQ and also,in case suit is brough[upon Utis bond,a reasonable attomey's fee,to be fixed by ihe caurt in accordance
with Sec[ion 3250 of 1he Civil Code ofihe Sfate of Califomia.
This bond shell inure to ihe benefit of any person named in Section 31 Bl of ihe Civil Code ofthe State of Califomia so as ro give a dght of action fd such person or his
assigis in any suit brought upon this bond.
SIGNED AND SEALED this ZOTH dey of FEBRUARY p0 20
ACCURATE CONSTRUCTION 8 DESiGN INC dba ACCIJRATE CON57RUCTION AMERICAN CONT2ACTORS INDEMLVI'I'Y COMPANY
C NTRALTOR
c
IVAME OF Si113STY - .-
BY: J nc. KoKab BY: // ' 'DARENEISEMAN. ..
C ARY/IREASURER 7T AAC1'
BY: 1 0 oKab BY:LIJ,
NTNICEPRESIDEMl'APP V ASTOFOR : I'fYATTORNEY
STATE OF CAL1FOItNW On this day of in the yeer 20 before my the imdersigned,a
COUIV7' Notary Public in and for he said Statq personalty appeared
Personally Imown to me(or pmved o the basis of satisfacmry evidmce)[o be he person(s)ufio ececuted
The wi hin instnunrnt on 6ehalf ofthe therein named,and
AclmawlWged me that such execu[ed the seme.
WITNE55 my hand and official seal.
No Public in and for[he said State.
STATE OF CAI.IFORMA On this day of in the year 20 before me,the undersigned,a
COUN7'Y OF No ary Public in and for the said Statq personally appeered
personally known[o me(or proved[o me on the besis ofsa[isfumry evidence)[o be 1he person(s)who ezecuted
Ihe within inshument on betialfof the therein named,end
aclmowledged me thal such ececuted the same.
W[7NES5 my hand and official swl.
Nota Public in and for the said Sfa[e.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
A notary public or other o cer completing this certificate verifes only the identity of the individual
who signed the document to which this certificate is attached, and not[he truthfulness, accuracy,
or validity of that document.
State of California
County of Los Angeles
On V I i+'. . »+ , before me, Rod Elyson, Notary Public, personaliy appeared
5. Lo I b
who proved to me on the basis of satisfactory evidence to be the person('
whose name) is/re subscribed to the within instrument and acknowledged to
me that he/sl/tp'ey executed the same in his/p(er/t#Seir authorized capacity(i,
and that by his/h f/t#'feir signaturefs) on the instrument the person(,g'j, or the entity
upon behalf of which the person( acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California
that the foregoing paragraph is true and correct.
WITNESS my hand and official seal. ROD ELYSON
m . connnn. nz,ersa
6 % • NOTARYPOBLIC-CRL'FORNIA p
LOS ANGELES COUNTY
My Comm.ExO res Sep.Z 2U20
Signature
OPTIONAL
The description below is not required by law but may be valuable to persons relying on lhe attached document and could
prevent fraudulent use of ihis fortn.
Title or Description of Attached Document:
T/Y-t i .,,,A [ Wo rf S "`/w.z- '
z
Document Date: Number of Pages:
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
A notary public or other o cer compieting this certificate verifies only the identity of the individual who signed
the document to which this certificate is attached,and not the truthfulness, accuracy, or validity of that
document.
STATE OF CALIFORNIA
COUNTY OF SACRAMENTO
On 02/20/2020 before me , D. LACASCE Notary Public,
Date he2 insert name)
personaliy appeared DAREN EISEMAN
w.»..++.:+++.:++..xw.,,.
who proved to me on the basis of satisfactory evidence to be the pe son,r,(1 whose name`f re
sub ribed to the within instrument and acknowledged to me that/sh/the executed the same
in l herftheir authorized capacity(i), and that by his/herftheir signaturefp on the instrument the
person(u), or the entity upon behalf of which the person acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
Y
D.LACASCEWITNESSmyhandandofficialseal. Commission Na. 2307289
NOTAHY PUBLIGCALIFORNIA
S CR YENTO COUNTY
1 Cami kn BEiTEYBER}Y.70t7
Signature: Seai)
OPTIONAL IIVFORMATlON
Description of Ariached Dxument
Title or Type of Document: Number of Pages:
Document Date: Other.
TOKIOMARINE
y= HCC
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
That American Contrectors Indemnity Company of the Stale of Calffomia,a Califomia corporation,does hereby appoint,
DAREN EISEMAN
its true and IawFul Attomey-in-Fact, with full authority to execute on its behalf bond number 100484689
issued in the course of its business and to bind the Company thereby, in an amount not to exceed
One million and 00/100 1,000.000.00 ).
This Power of Ariorney is grented and is signed and sealed by facsimile under and by the aulhority of the following resolutions adopted
by the Board of Directors of AMERICAN CONTRACTORS INDEMNITY COMPANY at a meeting duly called and held on the 1'day of
September,2011.
Be it Resolved, that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be
and is hereby vested with full power and authority to appoint any one or more suitabie persons as Attorney(s)-in-Fact to represent and
act for and on behalf of the Company subject to the following provisions:
Attomey-infact may be given full power and authoriry for and in ihe name of and on behaif of the Company,to execute, acknowiedge
and deliver, any and all bonds, recognizances, contrects, agreements or indemnity and other conditional or obligatory undertakings,
including any and all consents for the release of retained percentages and/or final estimates on engineering and construction conVacts,
and any and all notices and documenGs canceling ortertninating the Company's liabilitythereunder,and any such instruments so executed
by any such Attomey-in-Fact shall be binding upon the Company as if signed 6y the President and sealed and effected by the Corporate
Secretary.
Be it Resolved, that ihe signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of
attomey or any certificate relating thereto by facsimile, and any power of attomey or certificate bearing facsimile sigriature or facsimile
seat shall be valid and binding upon the Company with respect to any bond or undertaking to which it is aflached."
The Attomey-in-Fact named above may 6e an agent or a broker of the Company.The granting of this Power of Attomey is specific to this
bond and does not indicate whether the Attorney-in-Fact is or is not an appointed agent of the Company.
IN WITNESS WHEREOF, American Contractors Indemnity Company has caused ils seal to be aRixed hereto and executed by i4s
President on this 1 day of June,2018. ^""^.
4oatancroRs yoo-
o
State of Califomia AMERICAN CONT[ipCTO S INDEMNITY COMPANY
n r
Counly of Los Mgeles sem.zs,nso ? By. MA
b.b,. s'
q FORN P."\
A(J8 S.Pessin, President
uiunnU
A Notary Public or other officer completing this certificate verifies anly the identily of the individual who signed the document to which
this certificate is attached,and not the truthfulness,accurac ,or validi of that document.
On this 1s day of June,2018,before me,Sonia O.Carrejo,a notary public,personally appeared Adam S. Pessin,President of American
Contrectors Indemnity Company,who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to
the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the
instrument the person, or the entity upon behalf of which the person acted,executed the instrument.
I certi(y under PENALTY OF PERJURY under the laws of the State of CALIFORNIA that the foregoing paregraph is true and correct.
WITNESS my hand and official seal.,
a p
rvwo:.unam.i. n nP:nro mr F
Si nature seal 1°" -9 wccmm.usen wn.mv
I, Kio Lo,Assistant Secretary of American Contractors Indemnity Company,do hereby certiTy that the Power of Attomey and the
resolution adopted by the Board of Directors of said Company as set forth above, are true and correc[transcripts thereof and that
neither the said Power of Attomey nor the resolution have been revoked and Ihey are now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand this - 20th day of_' "- February 2020 .
00nnnno,,,.
oa pACTOqs, _Bond No. 10D4&4689 y;' .• ••:o;
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HCCSZZPoAAGC062018
visit tmhcc.com/surety for more information
APPENDIX B:
CONSTRUCTION PLANS
Loose Set 5 Sheets]
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