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NOTICE INVITING BIDS
Sealed bids may be received at the office of the City Clerk,
3300 Newport Boulevard, P. O. Box 1768, Newport Beach, CA 92659-1768
until 11:00 A.M. on the 25th day of April ,1996.
at which time such bids will be opened and read for:
Structural ADA Alterations
Title of Project
2948
Contract No.
$600,000
Engineer's Estimate
F
Approved by the City Council
this 25th day of March ,1996
LaVonne Harkless
City Clerk
Prospective bidders may obtain one set of bid documents at no cost at the office of the
Public Works Department, 3300 Newport Boulevard, Newport Beach, CA 92659-1768.
For further information, please contact Lloyd Dalton at (714) 644-3328
Project Manager
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PR 1.1
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
STRUCTURAL ADA ALTERATIONS
CONTRACT NO.2948
To the Honorable City Council
City of Newport Beach
3300 Newport Boulevard
P.O. Box 1768
Newport Beach, CA 92659-1768
Gentlemen:
The undersigned declares that he has carefully examined the locations of the work, that he has
examined the Plans and Special Provisions, and hereby proposes to furnish all materials and do
all work required to complete Contract No. 2948 in accordance with the Plans and Specifications,
and that he will take in full payment therefore the following unit price for the completed item of
work, to wit:
' ITEM QUANTITY ITEM DESCRIPTION AND TOTAL
NO AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE
1. Lump Mobilization
Sum
Dollars
and
Cents
Per Lump Sum
2. Lump Construct Structural ADA Alterations
Sum
Dollars
and
Cents
Per Lump Sum
1
1
'
PR 1.2
ITEM QUANTITY
ITEM DESCRIPTION AND TOTAL
NO AND UNIT
UNIT PRICE WRITTEN IN WORDS PRICE
1
1
3. Lump Reconstruct Sewer Lateral at OASIS
Sum
1
Dollars
and
Cents $
1
Per Lump Sum
1
Dollars
and
1
Cents
TOTAL BID PRICE (WORDS)
1
$
1
TOTAL BID PRICE (FIGURES)
1
Date
Bidder
1
Bidder's Telephone No.
Bidder's Authorized Signature & Title
i
Bidder's License No.
1
& Classifications
Bidder's Address
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The following documents shall be completed, executed and received by the City Clerk in accordance with
NOTICE INVITING BIDS:
' PROPOSAL (Page 1)
INSTRUCTIONS TO BIDDERS (Page 2)
DESIGNATION OF SUBCONTRACTORS (Page 3)
' BIDDER'S BOND (Page 4)
NON -COLLUSION AFFIDAVIT (Page 5)
TECHNICAL ABILITY AND EXPERIENCE REFERENCES (Page 6)
' except that cash, certified check or cashiers check (sum not less than 10% of the total bid price) may be
received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be
clearly marked on the outside of the envelope containing the documents.
' The City of Newport Beach will not permit a substitute format for the documents listed above.
Bidders are advised to review their content with bonding and legal agents prior to submission of bid.
BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized
by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as
an acceptable surety in the latest revision of the Federal Register Circular 570.
The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to
allow the comparison of total bid prices.
Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by
unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording
shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price,
the correct multiplication will be computed and the bids will be compared with correctly multiplied totals.
The, City shall not be held responsible for bidder errors and omissions in the PROPOSAL.
The City of Newport Beach reserves the right to reject any or all bids and to waive any minor
irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and
expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to
ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank
in California, as the escrow agent.
In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial
Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is
to be performed for each craft, classification, or type of workman or mechanic needed to execute the
contract. A copy of said determination is available in the,office of the City Clerk. All parties to the contract
shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections
1770-7981 inclusive).
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' Page 2A
The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of
the Labor Code Apprenticeship requirements and Section 4100 et seq, of the Public Contracts Code,
' "Subletting and Subcontracting Fair Practices Act."
All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder.
' For corporations, the signatures shall be of a corporate officer or an individual authorized by the
corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature
shall be of the owner.
COMMUNITY DEVELOPMENT BLOCK GRANT PROVISIONS
General The City of Newport Beach will receive Community Development Block Grant
' ("CDBG") funds from the United States Department of Housing and Urban Development ("HUD")
pursuant to Title I of the Housing and Community Development Act of 1974 (42 U.S.C. 5301 et seq.), as
amended ("ACT") and the regulations of 24 C.F.R. Section 570 et. seq. ("federal funds"). CITY has
approved the provision of federal funds under ACT to be used to fund the construction ofthis contract.
1. Records and reports The Contractor shall keep records of all federal funds received from the City
' of Newport Beach under the terms and conditions of this agreement and of all costs and expenses related to
the contract in accordance with the provisions contained in the Federal Office of Management and Budget
Circular A-110 with its subparts and appendix.
tThe Contractor shall retain said records and invoices for 3 years minimum final payment has been
received and all other pending matters in connection with,the work to be performed under this contract have
been closed.. The Contractor's records shall include payroll records that accurately show the name, address,
social security number, work classification, straighttime and overtime hours worked each day and week,
and the actual per diem wages paid to each employee, apprentice or journeyman employed by it in
connection with this project in accordance with the Davis Bacon Act (40 USC section 176a, et seq.) by the
Secretary of Labor and agrees to require each of its subcontractors to do the same for each craft or type of
worker needed to perform this contract. The Contractor shall also agree that its payroll records and those of
' its subcontractors, if any, shall be available at all reasonable times to the City of Newport Beach, the
employee or his representative, the Division of Labor Standards Enforcement, and the Division of
Apprenticeship Standards, and shall comply with all of the provisions of California Labor Code.
■
2. Federal Participation This contract is being financed by the United States of America. Several
contract provisions embodied herein are in accordance with the provisions applicable to such federal
assistance. Since federal funds are financing the work, the statutes, rules and regulations promulgated by
the Federal Government and applicable to the work will apply, and the Contractor agrees to comply
therewith.
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Page 2B
3. Other Program Requirements The Contractor agrees to comply fully with all applicable rules,
regulations, guidelines, procedures and standards ofthe United States Department of Housing and Urban
Development, and to complete any and all reports and forms that may be required in accordance therewith.
The Contractor further agrees to fully comply with all applicable federal, state and local laws and
regulations, including, but not by way of limitation, Title I of the Housing and Community Development
Act of 1974 as amended and the regulations of 24 C.F.R. Section 570 et seq., Title 22 of the California
Administrative Code and Title 24 of the Code of Federal Regulations, CDBG financial and contractual
procedures and OMB Circular Nos. A-87, A-122 and A-110, with Subparts A,B,C,D and Appendix A and
Subpart K as set forth in 24 C.F.R. 570.600.
4. Non -Discrimination The Contractor, its affiliates, subsidiaries or holding companies shall not
discriminate against any subcontractor, subconsultant, employee or applicant for employment because of
race, color, religion, sex, national origin, age or handicap. Such nondiscrimination shall include, but not be
limited to, the following: employment, upgrading, demotion, transfers, recruitment, recruitment
advertising, layoff, termination, rates of pay or other forms of compensation, and selection for training,
including apprenticeship. The Contractor shall take positive steps to hire local qualified minority
individuals when job opportunities occur and utilize local business firms when possible. The Contractor
agrees to post in conspicuous places, available to employees and applicants for employment, notices setting
forth the provisions of this non-discrimination clause. The Contractor shall, in all solicitations or
advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants
will receive consideration for employment without regard to race, color, religion, sex, national origin, age or
handicap. The Contractor shall not discriminate on the basis of age in violation of any provision of the Age
Discrimination Act of 1975, 42 USC Section 6101 eel 1M or with respect to any otherwise qualified
handicapped individual as provided in Section 504 of the Rehabilitation Act of 1973, 29 USC Section 794.
5. Davis -Bacon Act The Contractor agrees to pay and require all subcontractors to pay all employees
on this contract a salary or wage at least equal to the prevailing rate of per diem wage as determined by the
Secretary of Labor in accordance with the Davis -Bacon Act (40 USC section 176a, et seq.) for each craft or
type of worker needed to perform this Agreement. The Contractor agrees to comply with all applicable
federal labor standards provisions; said provisions are incorporated herein by this reference. The Contractor
shall comply with all provisions of Executive Order 11246, entitled "Equal Employment Opportunity," and
amended by Executive Order 11375, and as supplemented in Department of Labor regulations (41 CFR part
60).
6. )equal Employment Op on rtunity The Contractor is required to have an affirmative action plan
which declares that it does not discriminate on the basis of race, color, religion, creed, national origin, sex or
age to ensure equality of opportunity in all aspects of employment. Section 503 of the Rehabilitation Act of
1973 (29 USC Section 701, et seq.) prohibits job discrimination because of handicap and required
affirmative action to employ and advance in employment qualified handicapped workers. Section 402 of
the Vietnam Era Veterans Readjustment Assistance Act of 1974 (38 USC Section 219 et seq.) prohibits job
discrimination and requires affirmative action to comply and advance in employment for (1) qualified
Vietnam veteran during the first four (4) years after their discharge and (2) qualified disabled veterans
throughout their working life if they have a thirty percent (30%) or more disability. To ensure compliance
with these requirements, the Contractor shall provide the City of Newport Beach its written affirmative
action plan prior to commencement of work. The Contractor is required to provide the City of Newport
Beach a listing of its subcontractors together with a completed affirmative action program from each
subcontractor, when applicable.
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7. Section 3 Clause: The Training, Employment and Contracting Opportunities for Business and
Lower Income Persons Assurance of Compliance:
a. This contract is being financed under a program providing direct federal assistance from the
Department of Housing and Urban Development, .and as such is subject to the requirements of
Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u.
Section 3 requires that to the greatest extent feasible, opportunities for training and employment be
given lower income residents of the project area, particularly persons who are recipients of HUD
assistance for housing, and contracts for work in connection with the project be awarded to business
concerns which are located in, or owned in substantial part by persons residing in the area of the
contract work.
b. The Contractor shall comply with the provisions of said Section 3 and the regulations issued
pursuant thereto by the Secretary of Housing and Urban Development set forth in 24 CFR Part 135,
and all applicable rules and orders of the Department issued thereunder prior to the execution of
this contract. The Contractor shall certify and agree that he is under no contractual or other
disability which would prevent him from complying with these requirements.
c. The Contractor agrees to send to each labor organization or representative of workers with which
he has a collective bargaining agreement or other contract or understanding, if any, a notice
advising said labor organization or worker's representative of his commitments under this Section 3
clause, and shall post copies of the notice in conspicuous places available to employees and
applicants for employment or training. The notice shall describe the Section 3 preference, shall set
forth minimum number of job titles subject to hire, availability of apprenticeship and training
positions, the qualifications for each; and the name and location of the person(s) taking applications
for each of the positions; and the anticipated date the work shall begin.
d. The Contractor shall include these Section 3 clauses in every subcontract for this contract and
will, at the direction of the City of Newport Beach, take appropriate action pursuant to the
subcontract upon a finding that the subcontractor is in violation of regulations issued by the
Secretary of Housing and Urban Development, 24 CFR Part 135. The Contractor shall not
subcontract with any subcontractor where it has notice or knowledge that the latter has been found
in violation of regulations under 24 CFR Part 135, and shall not let any subcontract unless the
subcontractor has first provided it with a preliminary statement of ability to comply with the
requirements of these regulations.
e. The Contractor shall certify that any vacant employment positions, including training positions,
that are filled: 1) After the Contractor is selected but before the contract is executed, and 2) with
persons other than those to whom the regulations of 24 CFR part 135 require employment
opportunities to be directed, were not filled to circumvent the Contractor's obligation under 24 CFR
Part 135.
f. Compliance with the provisions of Section 3, the regulations set forth in 24 CFR Part 135, and all
applicable rules and order of the Department of Housing and Urban Devel;opment issued
thereunder prior to the execution of the contract, shall be a condition of the Federal financial
assistance provided to the project, binding upon the applicant or recipient for such assistance, its
successors, and assigns.
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Page 2D
Failure to fulfill these requirements shall subject the Contractor and subcontractors, their successors
and assigns to these sanctions specified by the grant or loan agreement or contract through which
Federal assistance is provided, and to such sanctions as are specified by 24 CFR Part 135.
g. The Contractor and subcontractors subject to the requirements of Section 3 are required to
prepare a written affirmative action plan in accordance with the provisions of Sections 135.65 and
135.70, 24 CFR Part 135.
7. Copeland "Anti -Kickback" Act: The Contractor and subcontractors shall comply with the
provisions of the Copeland "Anti -Kickback" Act (18 USC Section 874), as supplemented in Department of
Labor regulations, which Act provides that each shall be prohibited from including, by any means, any
person employed in the construction, completion, or repair of public work, to give up any part of the
compensation to which he is otherwise entitled.
8. Contract Work Hours and Safety Standards Act: The Contractor shall comply with the provisions
of Section 103 and 107 of the contract Work Hours and Safety Standards Act (40 USC 327 et seq.) as
supplemented by Department of Labor regulations (29 CFR, part 5). Under Section 103 of the Act, the
Contractor shall be required to compute the wages of every mechanic and laborer on the basis of a standard
workday of eight (8) hours and standard workweek of forty (40) hours. Work in excess of the standard
workday or workweek is permissible provided that the worker is compensated at a rate of not less than 1%
times the basic rate of pay for all hours worked in excess of eight (8) hours in any calendar day or forty (40)
hours in the workweek. Section 107 of the Act is applicable to construction work and provides that no
laborer or mechanic shall be required to work in surroundings or under working conditions which are
unsanitary, hazardous, or dangerous to his health and safety as determined under construction, safety and
health standards promulgated by the Secretary of Labor. These requirements do not apply to the purchase
of supplies or materials or articles ordinarily available on the open market or contracts for transportation.
9. Implementation of Clean Air Act and Federal Water Pollution Control Act:
a. The Contractor stipulates that all facilities to be utilized in the performance of this Agreement
were not listed, on the date of contract award, on the United States Environmental Protection
Agency (EPA) List of Violating Facilities, pursuant to 40 CFR 15.20.
b. The Contractor agrees to comply with all of the requirements of Section 114 of the Clean Air
Act and section 308 of the Federal Water Pollution Control Act and all regulations and guidelines
listed thereunder.
c. The Contractor shall promptly notify the City of Newport Beach of the receipt of any
communication from the Director, Office of Federal Activities, EPA, indicating that.a facility to be
utilized pursuant to this Agreement is under consideration to be listed on the DPA List of Violating
Facilities.
' d. The Contractor agrees to include or cause to be included the requirements of paragraph (a)
through (d) of this section in every nonexempt subcontract, and further agrees to take such action as
the Government may direct as a means of enforcing such requirements.
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10. Drug Free Work In ace: The Contractor shall comply with the Drug -Free Workplace Act, and shall
make a good faith effort to continue to maintain a drug -free workplace, including establishing a drug -free
awareness program to inform employees about the dangers of drug abuse and the grantee's policy and
penalties for drug abuse violations occurring in the workplace.
MINIM, r•
a. No Federal appropriated funds shall be paid, by or on behalf of the undersigned, to any person for
influencing or attempting to influence an officer or employee of any agency, a member of
Congress, an officer or employee of Congress, or an employee of a member of Congress in
connection with the awarding of any Federal contract, the making of any Federal grant, the making
of any Federal loan, the entering into of any cooperative agreement, and the extension,
continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or
cooperative agreement.
b. If any funds other than Federal appropriated funds have been paid or will be paid to any person
for influencing or attempting to influence an officer or employee of any agency, a member of
Congress, and officer or employee of Congress or an employee of a member of Congress in
connection with this Federal contract, grant, loan or cooperative agreement, the undersigned shall
complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance
with its instructions.
c. The Contractor shall require that the language of this certification be included in the documents
for all subcontracts at all tiers (including subcontracts, subgrants, and contracts under grants, loans,
and cooperative agreements) and that all subrecipients shall certify and disclose accordingly.
12. Energy Conservation: Agreements with federal participation shall recognize mandatory standards
L' and policies relating to energy efficiency which are contained in the State energy conservation plan issued
in compliance with the Energy Policy and Conservation Act (42 USC Section 6201, et seq).
13. California Fair Employment and Housing Act: The Contractor agrees to comply with all
requirements and utilize fair employment practices in accordance with the California Government Code
sections 12900 et seq.
14. California Prevailing Wage Law: The City of Newport Beach has ascertained from the Director of
Industrial Relations of the State of California the general prevailing rate of per diem wages and the general
' prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for
each craft of type of work needed to execute this Agreement, and the same has been set forth by resolution
on file the office of the City Clerk.
The Contractor and any subcontractor under it shall pay not less than said prevailing wage rates to
all workers employed on this Public Works Agreement, as required by California Labor Code Sections 1771
' and 1774. In accordance with the provisions of Section 3700 of the California Labor Code, the Contractor
agrees to secure payment of compensation to every employee.
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15. California Prevailing Wage Law - Penalty: In accordance with Section 1774 and 1775 of the
California Labor Code, the Contractor shall forfeit to the City of Newport Beach a penalty of twenty-five
dollars ($25) for each calendar day or portion thereof for each worker paid (either by the Contractor or any
of its subcontractors) less than the prevailing wage rate established for that particular craft or type of work.
16. California Eight -Hour Law: California Labor Code, Section 1810 et seq, shall apply to the
performance of this Agreement; therefore, not more than eight (8) hours shall constitute one day's work, and
the Cotractor and each subcontractor employed for this project shall not require more than eight (8) hours of
labor per day or forty (4) hours per week from any one person employed by it hereunder, except as
stipulated in California Labor Code Section 1815. The Contractor and each subcontractor employed by it
hereunder shall, in accordance with California Labor Code section 1812, keep an accurate records, open to
inspection at all reasonable hours, showing the name and actual hours worked each calendar day and each
calendar week by each worker employed in connection with this project.
17. California Eight Hour Law Penal Pursuant to this Agreement and in accordance with California
Labor Code Section 1813, the Contractor shall forfeit to the City fo Newport Beach a penalty of twenty-five
dollars ($25) for each worker employed hereunder by the Contractor or any subcontractor for each calendar
day during which such worker is required or permitted to work more than eight (8) hours in any one (1)
calendar day or forty (40) hours in any one (1) calendar week in violation of California Labor Code Section
1815.
18. Payment of Travel and Subsistence Allowance: 'Section 1773.8 of the California Labor Code,
regarding the employment of apprentices, inapplicable to this contract.
19. Employment ofApprentices: Section 1777.5 of the California Labor Code, regarding the
employment of apprentices, is applicable to this contractor.
20. Form Preparation; The following pages are indicative of many, but not all, federal forms that the
Contractor will be required to prepare in compliance with federal rules and regulations.
Contractor's License Number
and Classification
Bidder
Date Authorized Signature/Title
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Page 2H
STATEMENT OF COMPLIANCE
1
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Date
do hereby state:
u.w. o, .,sv..�n v.rnr r r nlel
11) That I pay or supervise the payment of the persons employed by
(Conlnctar or subcontractor)subcontractor)on
the _ that during the payroll period commencing on the day of ,
(Bulldlns or.,%)
19 _ and ending the_day of 19 all persons eMPloyed on said project have been paid the
full weekly wages tamed, that no rebates have been or will be made either directly or indirectly to or on behalf of said
from the lull weekly wages earned by any person and that no deductions have
(Contractor or aubeenlraelor)
been made either directly or indirectly from the lull* wages earned by any person, other then permissible deductions, as
described below:
(2) That army payrolls oche, -wise under this contract required to be submitted for the above period arc comet and complete;
that the wage sates for laborers or mechanics contained therein are not less than LSe applicable wage rates contained in any
wage determination Incorporated into the contract: that the classifications set forth therein for each taborer or mechanic
conform with the work he performed
(3) That any apprentices employed In the above period are duly registered in a bona fide apprenticeship program registered
with a State apprenticeship agency. .
(4) —net:
(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS
In addition to the basic hourly wage sates paid to each laborer or mechanic listed in the above referenced payroll.
payments of fringe benefits as listed in the contract have'been or will be made to appropriate pmelams for the
benefit of such employees, except as noted In Section 4(c) below.
(b) WHERE FRINGE BENEFITS ARE PAID IN CASH
,❑Each Laborer or mechanic listed in the •sirove referenced payroll has been paid as Indicated on the payroll, an
amount not less than the sum of the applicabie. basic hourly wage rate plus the amount of the required fringe
benefits as listed in the contract, except as noted In Section 4(c) below:
(c) EXCEPTIONS - e
EXCEPTION CRAFT EXPLANATION
Mtwrks: ,
1
MAMt AX0 TITLr 151"ATUne
On federally -funded projects, permissible deductions are defined In Regulations, Part 3 (29 CPR Subtitle A), Issued by the
Secretary of Labor under the Copeland Act. as amended'(48 Sul. 949 63 Stat. 108. 72 Stat. 961: 76 Stat. 357: AO U.S.C. 276c).
Also, the ylltfut falsification of my of the above statements may -subject the contractor or subcontractor to civil or criminal
prosecution (see Section 1001 of Title IS and Section 231 of Title 31 of the United States Code).
mtem 14115 CAUT We
Page 2I
' HUD SECTION 3 VERIFICATION FORM
EMPLOYEE INCOME AND RESIDENCY
understand that my employment is subject to "Section 3"*
' income and residency requirements as defined by the Department of Housing and Urban
Development in order to provide economic opportunities for low and very low income persons
' (families) in connection with federally assisted projects. In order to determine my eligibility, I
have submitted a copy of at least one of the following verifications of residency and at least one of
the following verifications of income to my employer
' RESIDENCY:
p Verification of Public Housing resident or Orange County Section 8 rental
' assistance (income verification not required for either of these verifications)
Verification of Orange County residency (i.e. driver's license, utility bill, rent
' receipt, other,
FAMILY INCOME:
❑ Most recent income tax form
❑ Copy of AFDC eligibility
❑ Copy of most recent W-2 form(s)
❑ Other:
I certify under penalty of perjury that the information I have provided is true and correct and that
I have reported any and all income of my family and receive no additional income and that the
place of my residency is true and correct.
DATE
EMPLOYER VERIFICATION
I have received copy(s) of the above form(s) and understand that these forms shall be maintained
in our files for period not less than 3 years from final completion of the project. A copy of this
signed form shall be sent to the City of Newport Beach, Public Works Department, along with the
"Economic Opportunities for Low and Very Low Income Persons in Connection vrith Assisted
Projects" form as required in accordance with the contract.
Page 20
• Supplemental Information
Section 3 provisions ensure that employment and other economic opportunities generated by
certain HUD financial assistance shall, to the greatest extent feasible, be directed to low and very
low income persons (families), particularly those who are recipients of government assistance for
housing, and to business concerns which provide economic opportunities to low and very low
income persons (families). These include:
Section 3 Business Concern: A business entity formed in accordance with State law, to
engage in the type of business activity for which it was formed, and; 1) is 5 1 % or more owned by
Section 3 residents or 2) whose permanent, full-time employees include persons, at least 30
percent of whom are currently section 3 residents, or within three years of the date of first
employment with the business concern were section 3 residents; or 3) that provides evidence of a
commitment to subcontract in excess of 25% of the dollar award of all subcontracts to be
awarded to business concerns that meet the qualifications set forth in 1) and 2) above.
Section 3 Resident: 1) A public housing resident; or 2) An individual who resides in the
neighborhood or County in which the persons benefitting from the'Section 3 covered project
reside.
A copy c
Public W
,ection1m
CITY OF NEWPORT BEACH
M M M M M M IM E
Southern California
Anaheim —Santa Me PMSA
(Orange County)
Bakorsheld MSA
QCern County)
Los Angeles —Long Beach PMSA
(Los Mgeles Canty)
Oxnard —Ventura PMSA
(Ventura Canty)
Riverside —San Bemardino PMSA
(Riverside —San Bernardino Counties)
San Diego MSA
(San Diego County)
Son Luis Obispo—Atascodoro—
Paso De Robles PMSA
(Son Lino Obispo County)
Santa Barbara —Santa Marla —
Lompoc MSA
(Santa Barbara Canty)
SouMem California
Non —Metro Countles
FY'96
Median
Family
Income
01.300
30.000
46.900
59,100
43.300
40.600
43.300
48.300
'Low—Inoomo
Very Low—income
Low —Income
Vary Low —Income
"Low —Income
-*Very Low—income
'Low —Income
Very Low—income
Low —Income
VeryLow=lncomo
"Low —Income
'Very Lori —income
Low—income
Very Low —Income
Low —Income
Very Low—income
1 PERSON
• "7•-20.100
?PERSON
33.000
3PF�ON
37.450
21.450
24.503
27,600
20.850
23,800
26.550
12.900
14.750
18.600
28.750
32,850
36,950
17,950
20,500
23.100
29.100
33,300
37,450
20,700
23,650
26.600
24,250
27,700
31,200
15.150
17,300
19.500
28.100
29,800
33.550
18,300
18.650
20,950
24.250 27,700
15.150 17.300
27,700 31.700
17.350 19.600
lrnpeAal County 30,200 Low —Income
19.200
21,950
VeryLan—Income
12,000
13,700
InyoCounty M.800 Low—income
20.15W
23.550
Very Low—income
12,900
14.700
Mono County 39.600 Low—income
23,400
20,750
VeryLow—Income
14,650
18,700
"Low—income Limit subject to the national median ramdy Income level or S41,600
••4—Person Income Limit based on historical exception.
NOTE: CALIFORNIA MEDIAN FAMLYINCOME S48.40Q METRO MEDIAN
FAMILY INCOMES4ROD0.
NON —METRO MEDIAN FAMILY INCOME S34.300.
,4 PFRSON
41,600
5PFRS0N
44.050
6P_ ERSON
48.250
7PFRSON
51.600
QPFRSQ 1
54,000
30.550
33,100
35.550
30.000
40,450
29.500
31.90o
34.250
36.80o
30,950
18,450
10.950
21.400
22.900
24,350
41,050
44.300
47.800
50.900
54,150
25.650
27.700
29.750
31,800
33.850
41,600
44,950
48,250
51.600
54.900
29,550
31,000
34.300
36.650
39.000
34,650
37,400
40,200
42,950
45.700
21.650
23,400
25.100
26.850
28.600
07.300
40,250
43.250
46.250
49.200
23.300
25.150
27,050
28.900
30.750
31,200
34,850
37.400
40,200
42.050
45,700
19,500
21.050
23,400
25.100
28,850
20.000
35,650
39,800
42,750
45.950
49,100
SZ250
22,250
24,750
26.750
28.700
30,700
32,650
24.700
27.450
29.650
31.850
34,000
36.200
15,450
17.150
18,500
19,90D
21.250
22,650
26,500
29,450
31.600
34,150
38,500
38.850
18,550
18,40D
19,850
21,350
22.800
24,300
30,100
33,450
36.100
3e.e00
41.450
44.150
16,800
20,900
22.550
24.250
25,900
27.000
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Pace 2L
U.S. Department of Housing OMB Approval No. 2529.0043 (exp 97)
Economic opportunities for Low- and Urban Development
and Very Low-income Persons dfiand EqualOpportunity
in Connection with Assisted Projects
HUD Act of 1968, Section 3
Public Reporting Burden for this.conechon conformation is estimated to average 2 hours per response, including the time for reviewing instructions, searching exrsting
data sourcesgathering and mainta)n:ng the data needed. and completing and revievnng the collection of inforrnaaon: Send comments regard'yhg this burden estimate'
'ru any othei'a5pea-drtu's oenetUon of inlotai5ti0 trklud:ng su9gesbonf16r reduting this Wden; to the Reports Management OtrKer, Office of lnidrmation PclK
and Systems. U.S. Department of Housing and Urban Development, Washington, D.C. 20410-3600 and to the Office of Management and Budget, Paperwork Reduction
Project (2529,0043). Washmgton: D.C: 20503'Do not send this completed form W either of these addressees... -.„
1 nN Amid INA.Yd
Pennon:
e. Program Code: n (Use a separate sheet for each Program code)
Area code)
Patti: Employment and 7 raining
(•'- -•5,
D
E
A
Total•hew Hires
B C
%of Aggregrate I % of total staff hours
New Hues that are Ica Section 3 Employees
Number of es aSectnd 3 Rans D
Employees and For Columns D
and E. show
and
Numbers
by Job Category
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RaciatEthnie Codes:
1 . While American
2 . Black American
3 . Native American
4 . Hispanic American
5 . AsianPacific American
6 . Hasidic Jews (For Part 11 only)
Program Codes:
a� 1 . Flexible Subsidy
2. Section 2021811
3 . PublicAndian Housing Development
Operation and Modernizalisn
4 . Homeless Assistance
6. HOME -State Administered
7 . CDBGEntUement
8 . CDBG•State Administered
9. Other CD Programs
to . Other Housing Programs
form HUD•60002 (819<
let 24.CFR 13•
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Page 2M
form HUD-60002,
Economic Opportunities for Low- and Very Low -Income Persons
'Housing
and Urban Development Act of 1968, Section 3
Instructions: Thisfonnistobeused toreportnnnualaccomplishments
BlockC: Enter the percentigeofthe total st'dfhours worked forSection
rc_;udingenployment.trainingand contracting oppommidesprovided
3 employees and trainees (including new hires) connected with this
low-and 9erylow-income persons underSection3oftheHousing and
award. Include stlffhours for part -tune and full -dine positions.
,to
Urban Deve)opfncnt Acrof'1968: The Section 3 rceuladons apply to
' Block DEmcr iheiiumba of Sectioh 3'residents tliat wdrerhired*, bid -
an,y public and Indian Housing programs that receive: (1) develop-
trauted in connection with this award.
mcntasststancepuu3nitoSctioni56fthe>7.S.HoisingAct of1937;
loci, E: Enter under each racial/ethniccode r(1-5)dcnumber of
(2) operating assistance pursuant to Section 9 of the U.S. Housing Act
employees and trainees recorded in columns D and E.
of 1937. or (3) modernization grants pursuant to Section 14 of the U.S.
Housing Act of 1937 and to recipients of lousing and community
part It: contract opportunities
development assistance in excess of $200,000 expended for. (1)
rehabilitation (including reduction and abatement of lead-
Block 1- Construction Contracts
'housing
bsxd paint hazards): (2) housing construction; or (3) other public
item A: Enter the total dollar n mount of all contacts awarded on the
construction projects: and to contracts and subcontracts in excess of
project/program.
e100,000 awarded in connection with the Section-3-covered activity
Item B: Enter the total dollar amount of contracts connected with this
'
exceeds S100.000.
be for
project/program that were awarded to Section 3 businesses.
Forum HUD-60002 has three pans which are to completed all
Item C: Enter the percentage of the total dollar amount of contracts
programs covered by Section 3. Part 1 relates to employment and
connected with this project/proeram awarded to Section 3 businesses.
training. Part 11 of the form relates to contracting, and Pan III
summarizes recipients' efforts to comply with Section 3.
Item D: Enter the number of Section 3 businesses receiving awards.
Recipients or contractors subject to Section 3 requirements must
maintain appropriate documentation to establish that HUD financial
Indicate the appropriate racial/ethnie code(s). „
Item E. Enter under each racial/ethn)c code (I-6) the number of
assistance for housing and community development programs were
employees and trainees recorded in item D.
directed toward low- and very low-income persons.' A recipient of
Block 2: Non -Construction Contracts
Section 3 covered assistanceshall submit two copies of this reportto the
Item A: Enter the total dollar amount of all contacts awarded on the
local HUD Feld Office. Where the program providing assistance
project/program.
requires an annual performance report, this Section 3 report is to be
suhmitted with the program perfomtance report Where an annual
Item B: Enter the total dollar amount of contracts connected with this
B Enterawarded
performance report is not required, this Section 3 report is to be
project et Section 3 businesses.
subed by January 10 and, if the project ends before December 31.
mitt
item C: Enter the percentage of the total dollar amount of contracts
within 10 days of project completion. Only Prime Recipients are
connected with this project/pro.-ram awarded to Section 3 businesses.
'
requiredtoreportoHUD. The report must include accomplishments
Item D: Enter the number of Section 3 businesses receiving awards.
ofallrecipients and their Section 3 covered contractors and subcon-
Indicate the appropriate racial/ethnic eode(s).
tractors.
1. Recipient: Enter the name and address of the recipient submitting
this report
2. Federalldentrficntion: Enter the number that appears ontheaward
form (with dashes). The award may be a grant, cooperative
agreement or contract.-
.1. Dollar Amount of Award: Enter the dollar amount. rounded to the
nearest dollar. received by the recipient.
4 & 5. Contact Person/Phone: Enterthe name and telephone number
of the person with knowledge of the award and the recipient's
implementation of Section 3.
6. Reporting Period: Indicate the time period (months and year) this
report covers.
7. Date Report Submitted: Enter the appropriate date.
8. Program Code: Enter the appropriate program code as listed at the
bottom of the paec.
Part 1: Employment and Training Opportunities
Block A: Contains variousjob categories. Professionals are definediu
people who have special knowledge ofan occupation (i.e.. supervisors,
architects, surveyors. ' planners, and computer programmers). For
construction positionslist each trade and provide data in columns B
throdgh F foreach trade where persons were employed. The category
of -Other- includes occupations such as service workers.
Block B:'Enterthe percentage of all the new hires (Section 3 residents)
in connection with this award. New Hues include full-time positions
(i :nnarent, temporary and seasonal).
Item ,I- Enter under each racial/ethnic code (1-6) the number of
employees and trainees recorded in item D.
Part III-. Summary of Efforts - Self-explanatory
Submit two (2) copies of this report to your local HUD Field Office
within ten (10) days after the end of the reporting period you
specified in Item S. Include only contracts executed during this
reporting period. PHAsIIHAs are to report all contracts/subcon.
tracts.
The terms "low-income persons- and "very low-income persons" have the
same meanings given the terms in section 3(b)(2) of the United States
Housing Act of 1937. Low-income persons mean families (including
single persons) whose incomes do not exceed g0 per centum of the median
income for the area, as determined by the Secretary. with adjustments for
smaller and larger families, except that the Secretary may establish income
ceilings higher or lower than 80 per centum of the median for the area on
the basis of the Secretary's findings such that variations are necessary
becauseof prevailing levels of construction costs or unusually high- or low-
incomefamilics. Very low -Income persons mean low-income families
(including single persons) whose incomes do not exceed 50 per
centum oC the median family income for the area, as determined by
the Sdc�etary with adjustments Cor smalierand larger families. except
that the Secretary may establish income ceilings higher or lower than
50percentuinof the median for theareaon the basis Mite Secretary's
findings that such variations are necessary because of unusually high
orlow family incomes.
form HUD-50002 (M,')
tel 24 CFR 135
Page 2N'
Part II: Centracls Awarded
I, Construction Contracts:
A. Total dollar amount of all contracts awarded on the project S
B. Total dollar amount of contracts awarded to Section 3 businesses S
C. Percentage of the total dollar amount that was awarded to Section 3 businesses %
D. Total number of Section 3 businesses receiving contracts
E. Enter the number of Section 3 businesses receiving contracts by f3aciavElhinic code(s)(see page 1 for codes) .
1 2 3 4 5 6 O
2. Non -Construction Contracts:
A. Total dollar amount of all non -construction contracts awarded on the projectlaclivily $
B. Total dollar amount of non -construction contracts awarded to Section 3 businesses $
C. Percentage of the total dollar amount that was awarded to Section 3 businesses %
D. Total number of Section 3 businesses receiving non -construction contracts
E. Enter the number of Section 3 businesses receiving non•construclion contracts by Racial/Ethnic code(s)(see page 1 for codes)
1 2C� 3C� 4 5� 6�
Part III: Summary
Indicate the efforts made to direct the employTnent and other economic opportunities generated by HUD financial assistance for housing
and community development programs, to the greatest extent feasible, toward low -and very low-income persons, particularly those who
are recipients of government assistance for housing. (Check all that apply.)
Attempted to recruit low-income residents through: local advertising media, signs prom nently displayed at the project site.
contacts with community organizadons and public or privateaeencies operating within the metropoi icon area (or noruneropolitnn
county) in which the Section 3 covered program or project is located, or similar methods.
Participated in a HUD program or other program which promotes the training or employment of Section 3 residents.
Participated in a HUD program or other program which promotes the award of contracts to business concems which meet the
definition of Section 3 business concerns.
Coordinated with Youthbudd Programs administered in the mevopoUtan area in which the Section 3 covered project is located.
Met: describe below.
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'U a. Oo.vmMn cww_ r . m - m>.�vrxrxt
Page 2 0l2 loan HUD-6aoe2 tnncl
ref 24 CFFt 135
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' Page 3
' DESIGNATION OF SUBCONTRACTOR(S)
' State law requires the listing of all subcontractors who will perform work in an amount in excess of
one-half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor will be
responsible for performing that portion of the work. Substitution of subcontractors shall be made only in
accordance with State law and/or the Standard Specifications for Public Works Construction as applicable.
The Bidder, by signing this designation, certifies that bids from the following subcontractors have
' been used in formulating the bid for the project and that these subcontractors will be used subject to the
approval of the Engineer and in accordance with State law. No changes may be made in these
subcontractors except with prior approval of the City of Newport Beach.
' Subcontract Work Subcontractor Address
' 1.
2.
' 3.
' 4.
5.
6.
' 7.
8.
' 9.
' 10.
11.
' 12.
t
' Bidder Authorized Signature/Title
' S/91
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KNOW ALL MEN BY THESE PRESENTS,
That we,
Page 4
as bidder, and
as Surety, are held and firmly bound unto
the City of Newport Beach, California, in the sum of
Dollars ($ ),lawful
money of the United States for the payment of which sum well and truly to be made, we bind ourselves,
jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
That if the proposal of the above bounden bidder for the construction of Structural ADA Alterations
C 2948 (Title of Project and Contract No.) in the City of Newport Beach, is accepted by the City Council
of said City, and if the above bounden bidder shall duly enter into and execute a contract for such
construction and shall execute and deliver to said City the "Payment" and "Faithful Performance" contract
bonds described in the Specifications within ten (10) days (not including Saturday, Sunday, and Federal
holidays) after the date of the mailing Notice of Award to the above bounden bidder by and from said City,
then this obligation shall become null and void; otherwise it shall be forfeited to the said City.
In the event that any bidder above named executed this bond as an individual, it is agreed that the
death of any such bidder shall not exonerate the Surety from its obligation under this bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals this _ day of
Bidder
Notary Public
Commission Expires:
Authorized Signature/Title
f.`IiJ V4
(Attach Acknowledgment
of Attomey-In-Fact)
5/91
' Page 5
' NON -COLLUSION AFFIDAVIT
' State of California )
ss.
County of )
being first duly sworn, deposes and says that he or she is
' of , the party making the foregoing bid; that the bid is not
made in the interest of, or on behalf of, any undisclosed person, partnership, company, association,
organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not
' directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly
or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid,
or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, south
' by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other
bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to
secure any advantage against the public body awarding the contract of anyone interested in the proposed
contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or
indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged
information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership,
' company association, organization, bid depository, or to any member or agent thereof to effectuate a
collusive or sham bid.
' I declare under penalty of perjury that the foregoing is true and correct.
' Bidder Authorized Signature/Title
Subscribed and sworn to before me this _ day of
Notary Public
My Commission Expires:
19_
[SEAL]
5/91
1
' Page 6
TFCHNtCAT ABTT ITY AND EXPERIENCE REFERENCES
' The undersigned submits herewith a statement of the work of similar character to that proposed
herein which he has performed and successfully completed.
' Year For Whom Person Telephone
Completed Performed {Details To Contac Numbe
t
1
1
' Bidder Authorized Signature/Title
' 5/91
Page 7
NOTICE TO SUCCESSFUL BIDDER
The following contract documents shall be executed and delivered to the Engineer within ten (10)
' days (not including Saturday, Sunday and Federal holidays) after the date of mailing Notice of Award to the
successful bidder:
PAYMENT BOND (Page 8)
FAITHFUL PERFORMANCE BOND (Page 9)
CERTIFICATE OF INSURANCE (Page 10)
' GENERAL LIABILITY INSURANCE ENDORSEMENT (Page 11)
AUTOMOBILE LIABILITY INSURANCE ENDORSEMENT (Page 12)
WORKERS' COMPENSATION INSURANCE CERTIFICATION (Page 13)
' CONTRACT (Page 14)
The City of Newport Beach will not permit a substitute format for these contract documents.
' Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of
bid.
' Payment and faithful performance bonds shall be issued by an insurance organization or surety (1)
currently authorized by the Insurance Commissioner to transact business of insurance in the State of
California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570.
' Insurance companies affording coverage shall be (1) currently authorized by the Insurance
Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders'
' Rating A (or higher) and Financial Size Category Class VIII (or larger) in accordance with the latest edition
of Be is Key Rating Guide• Pro ep�y-Casualty. Coverages shall be provided as specified in the Standard
Specifications for Public Works Construction, except as modified by the Special Provisions.
' The Workers' Compensation Insurance Certification shall be executed and delivered to the
Engineer along with a Certificate Of Insurance for workers' compensation prior to City's execution of the
Contract. F
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Page 8
KNOW ALL MEN BY THESE PRESENTS, that
WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted
has awarded to hereinafter
designated as the "Principal", a contract for Structural ADA Alterations (Contract No. 2948) in the City
of Newport Beach, in strict conformity with the Drawings and Specifications and other contract documents
in the office of the City Clerk of the City of Newport Beach, and all of which are incorporated herein by this
reference;
WHEREAS, said Principal has executed or is about to execute Contract No. 2948 and the terms
thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall
fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the
work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay
the same to the extent hereinafter set forth:
NOW, THEREFORE, We, as Principal, and
as Surety, are held firmly bound unto the City of Newport
Beach, in the sum of
Dollars ($ ), said sum being equal to 100% of the estimated amount payable by the City of
Newport Beach under the terms of the contract; for which payment well and truly made, we bind ourselves,
our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these
presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal or
his/her subcontractors, fail to pay for any materials, provisions, or other supplies, used in, upon, for, or
about the performance of the work contracted to be done, or for any other work or labor thereon of any kind
or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any
amounts required to be deducted, withheld and paid over to the Employment Development Department
from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the
Unemployment Insurance Code with respect to such work and labor, that the Surety or Sureties will pay for
the same, in an amount not exceeding the sum specified in the bond, and also, in case suit is brought upon
the bond, a reasonable attorney's fee, to be fixed by the Court as required by the provisions of.Section 3250
of the Civil Code of the State of California.
The bond shall inure to the benefit of any and all persons, companies, and corporations entitled to
file claims under Section 3181 of the California Civil Code so as to give a right to them or their assigns in
any suit brought upon this bond, as required by and in accordance with the provisions of Sections 3247 et.
seq. of the Civil Code of the State of California.
And said Surety, for value received, hereby stipulates and agrees that no change, extension of time,
alterations or additions to the terms of the contract or to the work to be performed thereunder or the
specifications accompanying the same shall in any wise affect its obligations on this bond, and it does
hereby waive notice of any such change, extension of time, alterations or additions to the terms of the
contract or to the work or to the specifications.
5/91
Page 8A
In the event that any principal above named executed this bond as an individual, it is agreed that the
death of any such principal shall not exonerate the Surety from its obligations under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal
and Surety, on the _ day of , 19_.
' Name of Contractor (Principal) Authorized Signature/Title
Name of Surety Authorized Agent Signature
' Address of Surety Telephone
' NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
' S/91
Page 9
KNOW ALL MEN BY THESE PRESENTS, That
WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted
has awarded to
hereinafter designated as the "Principal', a contract for Structural ADA Alterations (Contract No 2948)
in the City of Newport Beach, in strict conformity with the Contract, Drawings and Specifications and other
contract documents in the office of the City Clerk of the City of Newport Beach, all of which are
incorporated herein by this reference;
WHEREAS, Principal has executed or is about to execute Contract No. 2948 and the terms thereof
require the furnishing of a bond for the faithful performance of the Contract,
NOW, THEREFORE, we, as Principal, and
as Surety, are held firmly bound unto the City
of Newport Beach, in the sum of Dollars ($ ), said sum
being equal to 100% of the estimated amount of the contract, to be paid to the City or its certain attorney, its
successors, and assigns; for which payment well and truly made, we bind ourselves, our heirs, executors and
administrators, successors, or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, its
heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well
keep truly and perform the covenants, conditions, and agreements in the Contract and any alteration thereof
made as therein provided on its part, to be kept and performed at the time and in the manner therein
specified, and in all respects according to its true intent and meaning, and shall indemnify and save
harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then this
obligation shall become null and void; otherwise it shall remain in full force and effect.
As a part of the obligation secured hereby, and in addition to the fact amount specified in this
Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable
attorneys fees, incurred by the City, in the event it is required by bringing any action in law or equity to
enforce the obligations of this Bond.
Surety, for value received, stipulates and agrees that no change, extension of time, alterations or
additions to the terns of the contract or to the work to be performed thereunder or to the specifications
accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice
of any such change, extension of time, alterations or additions of the contract or to the work or to the
specifications.
This Faithful Performance Bond shall be extended and maintained by the Principal in full force and
effect for six (6) months following the date of formal acceptance of the Project by the City.
In the event that the principal executed this bond as an individual, it is agreed that the death of any
such principal shall not exonerate the Surety from its obligations under this bond.
5191
Page 9A
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety
above named, on the _ day of ,19_.
Name of Contractor (Principal)
' Name of Surety
Authorized Signature/Title
Authorized Agent Signature
Address of Surety Telephone
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
Page 10
CERTIFICATE.OF INSI7RANCE_
PRODUCER
COMPANIES AFFORDING COVERAGE
COMPANY A
LETTER
COMPANY B
LETTER
INSURED
COMPANY C
LETTER
COMPANY D
LETTER
COMPANYB
LETTER
COVERAGBS
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE
TERMS, EXCLUSIONS, AND CONDITIONS OF SUCH POLICIES AND IS NOT AMENDED, EXTENDED OR ALTERED BY THIS CERTIFICATE.
TYPE OF INSURANCE
POLICY
EFFECTIVE
DATE
EXPIRATION
DATE
ALL LIMITS [N THOUSANDS
LTR
NUMBER
GENERAL LIABILITY
(OCCURENCE BASIS ONLY)
GENERAL AGGREGATE
$
COMMERCIAL
TED
PPERATI
$
COMPREHENSIVE
NS AGGREGATE
OPERATIONS AGGREGATE -
OWNERS & CONTRACTORS
PERSONAL INJURY
$
PROTECTIVE
CONTRACTUAL FOR SPECIFIC
CONTRACT
PRODUCTS/COMPLETED OPERATION
EACH OCCURENCE
$
XCU HAZARDS
FIRE DAMAGE
$
BROAD FORM PROPERTY DAMAGE
SEVERABILITY OF INTEREST CLAUSE
(ANYONE FIRE)
P.I. WITH EMPLOYEE EXCLUSION
MEDICAL EXPENSES
$
REMOVED
MARINE
(ANY ONE PERSON)
AUTOMOBILE LIABILITY
COMBINED
SINGLE LIMIT
$
ANY AUTO
BODILY INJURY
$
ALL OWNED AUTOS
(PER PERSON)
,
SCHEDULED AUTOS
BODILY INJURY
$
HIRED AUTOS
(PER ACCIDENT)
NON -OWNED AUTOS
"
PROPERTY
$
GARAGELIABILITY
DAMAGE
EXCESS LIABILITY
'
EACH
OCCURENCE
AGGREGATE
UMBRELLAFORM
OTHER THAN UMBRELLA FORM
STATUTORY
WORKERS' COMPENSATION
$
EACH ACCIDENT
&
$
DISEASE -POLICY LIMIT
EMPLOYERS' LIABILITY
$
DISEASE -EACH EMPLOYEE
'
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS: ALL OPERATIONS PERFORMED FOR THE CITY OF
NEWPORT BEACH BY OR ON BEHALF OF THE NAMED INSURED IN CONNECTION WITH, BUT NOT LIMITED TO THE FOLLOWING CONTRACT:
PROJECT TITLE AND CONTRACT NUMBER
CERTIFICATE HOLDER
OANCEILLATION'.•:I':. .'
ADDITIONALLY INSURED
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE NON -RENEWED, CANCELLED OR
CITY OF NEWPORT BEACH
COVERAGE REDUCED BEFORE THE EXPIRATION DATE THE COMPANY AFFORDING
COVERAGE SHALL PROVIDE 30 DAYS MINIMUM ADVANCE NOTICE TO THE CITY OF
P.O. BOX 1768
NEWPORT BEACH BY FIRST CLASS MAIL.
3300 NEWPORT BOULEVARD
NEWPORT BEACH, CALIFORNIA 92658-8915
AUTHORIZED REPRESENTATIVE ISSUE DATE
ATTENTION:
J
Page 11
GENERAL. LIABILITY INSURANCE ENDORSEMENT
It is agreed that:
I. With respect to such insurance as is afforded by the policy for General Liability, the City of
Newport Beach, its officers and employees are additional insureds, but only with respect to liability
t arising out of operations performed by or on behalf of the named insureds in connection with the
contract designated below or acts and omissions of the additional insureds in connection with its
general supervision of such operations. The insurance afforded said additional insured(s) shall
' apply as primary insurance and no other insurance maintained by the City of Newport Beach shall
be called upon to contribute with insurance provided by this policy.
2. The policy includes the following provision:
"The insurance afforded by the policy applies separately to each insured
against whom claim is made or suit is brought, except with respect to the
limits of liability of the company affording coverage.
3. The insurance afforded by the policy for Contractual Liability Insurance (subject to the terns,
conditions and exclusions applicable to such insurance) includes liability assumed by the named
insured under the indemnification or hold harmless provision contained in the written contract
designated below, between the named insured and the City of Newport Beach.
4. With respect to such insurance as is afforded by this policy, the exclusions, if any, pertaining to the
explosion hazard, collapse hazard and underground property hazard (commonly referred to as
"XCU" hazards) are deleted.
S. The limits of liability under this endorsement for the additional insured(s) named in Paragraph 1 of
this endorsement shall be the limits indicated below written on an "Occurrence" basis:
() Commercial () Comprehensive
General Liability $ each occurrence
aggregate
The applicable limit of Contractual Liability for the company affording coverage shall be reduced
by any amount paid as damages under this endorsement in behalf of the additional insured(s).
The limits of liability as stated in this endorsement shall not increase the total liability of the
company affording coverage for all damages as the result of any one occurrence in excess of the
limits of liability stated in the policy as applicable to General Liability Insurance.
1
5,91
Page I IA
6. Should the policy be non -renewed, canceled or coverage reduced before the expiration date thereof,
the Issuing Company shall provide 30 days' advance notice to the City of Newport Beach by
registered mail, Attention: Public Works Department.
7. Designated Contract: Structural ADA Alterations C-2948
Proiect Title and Contract No.
This endorsement is efi
of
Insured%
ISSUING COMPANY
By:
Authorized Represental
s/91
Page 12
' It is agreed that:
1. With respect to such insurance as is afforded by the policy for Automobile Liability, the City of
Newport Beach, its officers and employees are additional insureds, but only with respect to liability
for damages arising out of the ownership, maintenance or use of automobiles (or autos) used by or
on behalf of the named insured in connection with the contract designated below. The insurance
extended by this endorsement to said additional insured does not apply to bodily injury or property
damage arising out of automobiles (1) owned by or registered in the name of an additional insured,
or (2) leased or rented by an additional insured, or (3) operated by an additional insured. The
insurance afforded said additional insured(s) shall apply as primary insurance and no other
insurance maintained by the City of Newport Beach shall be called upon to contribute with
insurance provided by this policy.
2.
3.
The policy includes the following provision:
"The insurance afforded by the policy applies separately to each insured
who is seeking coverage or against whom a claim is made or suit is
brought, except with respect to the limits of liability of the company
affording coverage."
The limits of liability under this endorsement for the additional insureds named in Paragraph 1. of
this endorsement shall be the limits indicated below for either Multiple Limits or Single Limit:
() Multiple limits
Bodily Injury Liability
Bodily Injury Liability
Property Damage Liability
() Combined Single Limit
Bodily Injury Liability &
Property Damage Liability
$ per person
$ per accident
The limits of liability as stated in this endorsement shall not increase the total liability of the
company affording coverage for all damages as the result of any one accident or occurrence in
excess of the limits of liability stated in the policy as applicable to Automobile Liability Insurance.
5/91
Page 12A
4. Should the policy be non -renewed, canceled or coverage reduced before the expiration date thereof,
the Issuing Company shall provide 30 days' advance notice to the City of Newport Beach by
registered mail, Attention: Public Works Department.
5. Designated Contract: Structural ADA Alterations C-2948
Project Title and Contract No.
This endorsement is effective
of
Insured:
ISSUING COMPANY
By:
Authorized Representative
at 12:01 a.m. and forms a part of Policy No.
(Company Affording Coverage).
Endorsement No.:
s/91
Page 13
"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."
Date
C-2948
Contract Number
s/91
Name of Contractor (Principal)
Authorized Sienature and Title
n
n
Page 14
THIS AGREEMENT, entered into this _ day of 19_, by and between the
CITY OF NEWPORT BEACH, hereinafter "City," and
hereinafter "Contractor," is made with reference to the following facts:
A. City has heretofore advertised for bids for the following described public work:
Structural ADA Alterations C-2948
Title of Project ContractNo.
B. Contractor has been determined by City to be the lowest responsible bidder on said public
work, and Contractor's bid, and the compensation set forth in this contract, is based upon a
careful examination of all plans and specifications by Contractor,
NOW, THEREFORE, the parties hereto agree as follows:
1. Contractor shall furnish all materials and perform all of the work for the construction of the
following described public work:
Structural ADA Alterations C-2948
Title of Project Contract No.
which project is more fully described in the contract documents. Contractor shall perform and complete
this work in a good and workmanlike manner, and in accordance with all of the contract documents.
2. As full compensation for the performance and completion of this work as prescribed above,
City shall pay to Contractor the sum of
Dollars ($ ).
This compensation includes:
(a) Any loss or damage arising from the nature of the work,
(b) Any loss or damage arising from any unforeseen difficulties or obstructions in the
performance of the work,
(c) Any expense incurred as a result of any suspension or discontinuance of the work,
but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the
Richter Scale and tidal waves, and which loss or expense occurs prior to acceptance of the
work by City.
U
1
5191
Page 14A
3. All of the respective rights and obligations of City and Contractor are set forth in the
contract documents. The contract documents are incorporated herein by reference as
though set out in full and include the following:
(a)
Notice Inviting Bids
(b)
Instructions to Bidders and documents referenced therein
'
(c)
Payment Bond
(d)
Faithful Performance Bond
(e)
Certificate of Insurance and Endorsement(s)
'
(f)
Plans and Special Provisions for Structural A.DA Alterations G2948
Title of Project Contract No.
(g)
This Contract
'
(h)
Standard Specifications of Public Works Construction (current Edition) and all
supplements
' 4. Contractor shall assume the defense of, pay all expenses of defense and hold harmless, City
and its officers, employees -and representatives from all claims, loss or damage, injury and
liability of every kind, nature and description by reason of or arising out of the negligent or
willful conduct of the Contractor, his/her employees, agents and subcontractors in the
perfonnance of the Project, except such loss or damage caused solely by the active
' negligence of City or its officers, employees and representatives.
IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the day and
' year first written above.
CITY OF NEWPORT BEACH
' A Municipal Corporation
APPROVED AS TO FORM: Mayor
' CITY ATTORNEY
ATTEST:
1
CITY CLERK
Name of Contractor
Authorized Signature and Title
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
STRUCTURAL ADA ALTERATIONS
CONTRACT NO.2948
INDEX TO SPECIAL PROVISIONS
I. SCOPE OF WORK................................................................................................1
II. FEDERAL (HUD) PARTICIPATION..................................................................I
III. CONTRACTOR'S LICENSE AND PERMITS....................................................1
IV. HOURS OF WORK...............................................................................................2
V. TIMES OF COMPLETION....................................................................................2
VI. LIQUIDATED DAMAGES...................................................................................3
VII. PRECONSTRUCTION MEETING.......................................................................3
VIII. SHOP DRAWINGS AND SUBMITTALS...........................................................3
IX. BID BREAKDOWN..............................................................................................4
X. CONTRACTOR'S ACCESS AND WORK AREAS.............................................4
XI. CONTRACTOR AND WORKER VEHICLE PARKING....................................4
XII. RESTROOMS, SECURITY, STORMS, VENTILATION
AND NOISE DURING CONSTRUCTION..........................................................4
XIII. LANDSCAPED AREAS.......................................................................................5
XIV. DAMAGE REPAIR AND FUMIGATION...........................................................5
XV. SALVAGE..............................................................................................................5
XVI. SUPPLEMENTAL SPECIFICATIONS.................................................................5
(see following pages)
I
II
J
1
SPIof5
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
STRUCTURAL ADA ALTERATIONS
CONTRACT NO.2948 LL,
:r 6. 19111
SPECIAL PROVISIONS �\ (> */qr
I. SCOPE OF WORK OF
The work to be done under this contract includes constructing alterations to cause
10 facilities located within the City of Newport Beach to conform to minimum
access standards of the Americans with Disabilities Act; and performing other
incidental items of work as necessary to complete the work in place.
All work necessary for the completion of this contract shall be done in accordance
with (1) these Special Provisions, .plus the Supplemental Specifications attached
hereto; (2) Plan B-5150-S, (3) the Uniform Building Code, 1994 Edition; (4) the
Uniform Electrical Code, 1993 Edition; (5) the Uniform Plumbing Code, 1994
Edition; (6) the Standard Special Provisions and Standard Drawings for Public
Works Construction, 1994 Edition; and (7) the Standard Specificati
Works Construction, 1994 Edition, including Supplements.
The Standard Special Provisions and Standard Drawings may be purchased at the
Public Works Department for Ten Dollars ($10.00). The Standard Specifications
and Uniform Codes may be purchased from BNI Publications, Inc., 3055
Overland Avenue, Los Angeles, California 90034; telephone (310) 202-7775.
II. FEDERAL (HUD) PARTICIPATION
The Contractor shall prepare and provide to the Engineer in a timely manner any
and all documentation requested by the Engineer or described in the Instruction to
Bidders for submittal to outside agencies, such as the Department of Housing and
Urban Development (HUD).
III. CONTRACTOR'S LICENSES AND PERMITS
At the time of bid opening and until the completion of work, the Contractor shall
possess a General Building Contractor "B" License issued by the State of
California.
From the start and until the completion of work, the Contractor shall pay for and
possess a Business License issued by the City of Newport Beach.
' Page 2 of 5
Prior to the start of work, the Contractor shall complete and obtain gratis
' Building, Electrical, and Plumbing Permits issued for this project by the City of
Newport Beach Building Department.
' IV. HOURS OF WORK
The Contractor shall adhere to the following provisions which are excerpted from
' Section 10.28.040 of the Municipal Code:
' (A) No person shall operate any tool, equipment, or machine in a manner
which produces loud noise that disturbs, or could disturb, a person of
normal sensitivity who works or resides in the vicinity on any weekday
' except between the hours of 7:00 a.m. and 6:30 p.m., nor on any Saturday
except between the hours of 8:00 a.m. and 6:00 p.m.
' (B) No person shall operate any tool, equipment or machine in a manner
which produces a loud noise that disturbs, or could disturb, a person of
normal sensitivity who works or resides in the vicinity, on any Sunday or
any Holiday.
In addition, the Contractor shall fully cooperate with City staff and schedule work
' hours to accommodate City programs that may be scheduled at a facility.
' V. TIMES OF COMPLETION
The Contractor shall complete all work on the project within 100 consecutive
' working days after the start of on -site work or by November 15, 1996, whichever
occurs first.
' The Contractor shall complete all work at each facility within the number of
consecutive working days listed below:
'
FACILITY NUMBER OF CONSECUTIVE
WORKING DAYS
Police Station
15
'
Washington Street restrooms
15
19th Street restrooms
15
Buck Gully restrooms
15
Balboa Pier
5
City Hall
15
West Newport Community Center
25
Mariners Community Center
15
'
Irvine Terrace Park
15
OASIS Community Center
30
IDS
I
VII.
'I
Page 3 of 5
Work shall not be in progress at more than 3 facilities at any time, nor at any
beach facility during June 15th to September 8th. The term "work" is defined as
beginning with the Contractor's move -in or his first item of onsite activity at a
facility, and ending at that time when the facility has been thoroughly cleaned and
restored to full use and the Engineer has declared that work has been completed at
that facility. The term "beach facility" is defined as the Balboa Pier and the Buck
Gully, 19th Street, and Washington Street restrooms.
The intent of this provision is to apprise the Contractor of the importance of
returning each facility to the full use of City staff and the public within a
minimum number of calendar days.
1 _ 1 .• 1 :lulslJ�.�
For each consecutive calendar day in excess of the time specified above for
completion of all work on the project, as adjusted in accordance with Subsection
6.6 of the Standard Specifications, the Contractor shall pay to the City or have
withheld from monies due the Contractor, the sum of $500.00 in lieu of the
$250.00 specified in the Standard Specifications.
For each consecutive calendar day in excess of the time specified above for
completion of all work at each facility, as adjusted in accordance with Subsection
6.6 of the Standard Specifications, the Contractor shall pay to the City or have
withheld from monies due the Contractor, the sum of $500.00.
A preconstruction meeting will be set at the convenience of the Contractor. This
meeting shall take place at least one week before the start of on -site construction,
but not before the Contractor has submitted fully -executed bid documents, shop
drawings, and a schedule of work to the Engineer.
Said work schedule shall be in sufficient detail to show the chronological
relationship of all activities associated with work at each facility, including the
hourly deadlines required to keep the facilities functional during the hours needed
by the City.
The Contractor shall provide three copies each of shop drawings and submittals
for the Engineer's review and approval in accordance with Section 2-5.3 of the
Standard Specifications.
Shop drawings and submittals are required as described hereinafter and as listed in
the Standard Specifications.
I,
IJ
IX.
R
XI.
XII.
Page 4 of 5
1 1I
Each bidder who wishes to be considered for award (not just the low bidder) shall
submit a bid breakdown to the Engineer within 4 hours after the bid opening. The
bid breakdown shall provide lump sum prices for all work, prices by trade, or
prices for components of work to be performed at each facility. Prices shall be
considered as full compensation for labor, equipment, materials and all other
things necessary to complete the work in place at each facility, and no additional
allowance will be made therefor.
Access to certain City buildings and facilities may be limited because of ongoing
City business or public activity. The City will make every attempt to provide the
Contractor access to the buildings for off-loading and storing construction
materials and equipment, for construction, and for loading haul -away items.
The Contractor may enclose outdoor work areas with a 6-foot minimum height
chain link fence, if desired. The work areas shall contain all of the Contractor's
materials, supplies, equipment, machinery, toilets, workbenches, etc. Only the
Contractor's and worker's vehicles may be located outside of the enclosed work
areas.
CONTRACTOR AND WORKER VEHICLE PARKING
Vehicle parking permits will be given to the Contractor for parking Contractor's
and worker's vehicles at City sites. Since parking is congested at some sites, the
Contractor shall monitor and control all vehicles associated with the work to
assure that they are parked in locations approved by the City.
t_ 1 1 1/ i I 1 ► 1 ► 17�.�1]
The Contractor shall provide and maintain portable enclosed toilets for public and
Contractor employee use whenever a toilet or urinal is rendered inoperable
because of the Contractor's work. The number of portable toilets required at each
facility shall equal at least the total number of inoperable toilets and urinals at that
facility.
Whenever the Contractor removes an exterior door or gate from a facility, the
Contractor shall provide, install and maintain security at that location, yet
maintain access to the facility for public and City staff use.
I
J
XIII.
XIV
XV,
XVI.
Page 5 of 5
The Contractor should anticipate that some work will be underway during adverse
weather conditions. Accordingly, the Contractor shall provide, install and
maintain protection as needed to prevent wind, rain, etc. from entering facilities
that are being worked upon.
The Contractor shall provide, install and maintain all extraordinary measures
necessary to supply uncontaminated fresh air to and mitigate construction noise
from a facility whenever the Contractor is performing work on that facility during
City business or work hours.
LANDSCAPED AREAS
The Contractor shall obtain approval of the Engineer or the Park & Tree
Superintendent (Marcy Lomeli - telephone 644-3162) prior to trimming,
removing, replacing, installing or repairing any components within landscaped
areas including, but not limited to, plant materials, grading, irrigation systems,
drain lines, etc.
DAMAGE REPAIR AND FUMIGATION
Upon exposure of dry rot- or termite -damaged wood members at City facilities,
the Engineer will negotiate with the Contractor to authorize payment for the extra
work that is required to replace the damaged wood members.
Upon acceptance of the contract work, the City intends to hire a pest control
company to fumigate the facilities and to treat the subgrade.
SALVAGE
City forces will salvage certain fixtures from some of the facilities to be altered.
Accordingly, the Contractor shall provide the Engineer one week notice before
work will commence at a facility.
SUPPLEMENTAL SPECIFICATIONS (see following pages)
SUPPLEMENTAL SPECIFICATIONS
TABLE OF CONTENTS
CITY OF NEWPORT BEACH
STRUCTURAL ADA ALTERATIONS
C - 2948
DIVISION 2 - SITEWORK
02060 Demolition
02200 Earthwork
02514 Portland Cement Concrete Paving
DIVISION 3 - CONCRETE
03200 Reinforcing Steel
03300 Cast in Place Concrete
DIVISION 4 - MASONRY
04200 Unit Masonry
DIVISION 5 - METALS
05720 Handrails and railings
DIVISION 6 - WOOD AND PLASTICS
06200 Finish Carpentry
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07900 Sealants
DIVISION 8 - DOORS AND WINDOWS
08110 Steel Doors / Frames
08200 Wood Doors
08700 Finish Hardware
08800 Glass and Glazing
1- 2
1- 6
1- 6
1- 2
1- 3
1- 3
W
1- 3
1- 4
1- 3
1- 3
1- 10
1-4
Contents
Page 1 of 2
DIVISION
9 - FINISHES
09250
Gypsum Drywall
1-
3
09300
Ceramic Tile
1-
4
09650
Resilient Flooring
1-
3
09782
Detectable Warning Surfaces
1 -
2
09900
Painting
1 -
7
DIVISION
10 - SPECIALTIES
10160
Toilet Partitions
1-
3
10400
Identifying Devices/
)
1
2
10800
Toilet and Bath Acc So ' s
1-
2
DIVISION
11 - EQUIPMENT (Not Used)
DIVISION
12 - FURNISHTNGS (Not Used)
DIVISION
13 - SPECIAL CONSTRUCTION (Not Used)
DIVISION
14 - CONVEYING SYSTEMS (Not Used)
DIVISION
15 - MECHANICAL
15400
Plumbing
1-
6
DIVISION
16 - ELECTRICAL
16000
Electrical
1-
7
END OF TABLE OF CONTENTS
Contents
Page 2 of 2
SECTION 02060 _ DEMOLITION
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Extent of building demolition work is shown on drawings.
1.03 JOB CONDITIONS:
A. Explosives: Use of explosives will not be permitted.
B. Traffic: Conduct demolition operations and removal of debris to ensure minimum
interference with roads, streets, walks and other adjacent occupied or used facilities.
C. Protections: Ensure safe passage of persons around area of demolition. Conduct
operations to prevent injury to adjacent buildings, structures, other facilities and persons.
1. Provide interior and exterior shoring, bracing or support to prevent movement,
settlement or collapse of adjacent facilities to remain.
D. Damages: Promptly repair damages caused to adjacent facilities by demolition
operations at no cost to Owner.
E. Utility Services: Maintain existing utilities indicated to remain, keep in service and
protect against damage during demolition operations.
1. Do not interrupt existing utilities serving occupied or used facilities, except
when authorized in writing by authorities having jurisdiction. Provide
temporary services•during interruptions to existing utilities, as acceptable to
governing authorities.
PART 2 - PRODUCTS -- Not Applicable.
02060
Page 1 of 2
ART 3 - EXECUTION
3,01 DEMOLITION:
A. Clean adjacent structures and improvements of dust, dirt and debris caused by
demolition operations, as directed by Architect or governing authorities. Return adjacent
areas to condition existing prior to start of work.
B. Demolish building as indicated on drawings and remove from site. Use such
methods as required to complete work within limitations of governing regulations.
C. Asbestos and hazardous materials demolition is not a part of this contract. Notify
CITY immediately if hazardous materials or conditions are encountered.
3.02 DISPOSAL OF DEMOLTSHED MATERIAL:
A. General: Remove from site all debris, rubbish and other materials resulting from
demolition operations unless otherwise requested by CITY or items scheduled for re -use.
1. Burning of removed materials from demolition operations will not be
permitted on site.
2. Transport materials removed from demolition operations and dispose of off
site. No overnight storage of demolition stockpiles will be permitted.
END OF SECTION 02060
1
02060
Page 2 of 2
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SECTION 02200 - EARTHWORK
PART 1-GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
The extent of earthwork is shown on drawings including:
1. Demolition and excavation for footings
2. Preparation of subgrade for walk and ramp slabs, walks, footings, landscape
areas and pavements.
3. Filling and backfilling excavations.
4. Re -grading for proper installation of new walkways and adjustment of existing
slope to conform to existing CITY standards.
1.O3QUALITY ASSURANCE:
A. Codes and Standards: Perform excavation work in compliance with applicable
requirements of governing authorities having jurisdiction.
1.04 JOB CONDITIONS:
A. Existing Utilities: Locate existing underground utilities in areas of work. if utilities
are to remain in place, provide adequate means of protection during earthwork operations.
Should uncharted, or incorrectly charted, piping or other utilities be encountered during
excavation, consult Engineer immediately for directions. Cooperate with Engineer and
utility companies in keeping respective services and facilities in operation. Repair
damaged utilities to satisfaction of Engineer.
B. Protection of Persons and Property: Barricade open excavations occurring as part of
this work and post with warning flashers. Operate warning flashers as recommended by
authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and
other facilities from damage caused by settlement, lateral movement, undermining,
washout and other hazards created by earthwork operations.
02200
Page 1 of 6
' ART2-PRODUCTS
' 2.01 SOIL MATERIALS:
A. Definitions:
1. Satisfactory soil materials are defined as those complying with American
Association of State Highway and Transportation Officials (AASHTO) M145,
soil classification Groups A-1, A-2-4, A-2-5, and A-3.
2. Unsatisfactory soil materials are those defined in AASHTO M145 soil
' classification Groups A-2-6, A-2-7, A-4, A-5, A-6, and A-7; also, peat and other
highly organic soils.
' 3. Sub base Material: Naturally or artificially graded mixture of natural or
crushed gravel, crushed stone, crushed slag, natural or crushed sand, as approved
per submittal to the engineer.
4. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or
gravel larger than 2" in any dimension, debris, waste, vegetation and other
' deterious matter.
PART 3 - EXECUTION
' 3.01 EXCAVATION:
' Excavation consists of removal and disposal of material encountered when establishing required
finish grade elevations.
' A. Earth excavation includes removal and disposal of pavements and.other obstructions
visible on ground surface, underground structures and utilities indicated to be demolished
and removed, material of any classification indicated in data on subsurface conditions, and
' other materials encountered that are not classified as unauthorized excavation.
B. Unauthorized excavation consists of removal of materials beyond indicated subgrade
elevations or dimensions without specific direction of Engineer. Unauthorized excavation,
as well as remedial work directed by Engineer, shall be at Contractor's expense.
C. Stability of Excavations: Slope sides of excavations to comply with local codes and
' ordinances having jurisdiction. Shore and brace where sloping is not possible because of
space restrictions or stability of material excavated. Maintain sides and slopes of
excavations in safe condition until completion of backfilling.
' 02200
Page 2 of 6
'
D. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling,
uprights, stringers and cross -braces, in good serviceable condition. Establish
t
requirements for trench shoring and bracing to comply with local codes and authorities
having jurisdiction. Maintain shoring and bracing in excavations regardless of time period
excavations will be open. Carry down shoring and bracing as excavation progresses.
'
E. Dewatering: Prevent surface water and subsurface or ground water from flowing into
excavations and from flooding project site and surrounding area. Do not allow water to
accumulate in excavations. Remove water to prevent softening of foundation bottoms,
undercutting footings, and soil changes detrimental to stability of sub grades and
foundations. Provide and maintain pumps, well points, sumps, suction and discharge
'
lines, and other dewatering system components necessary to convey water away from
excavations. Convey water removed from excavations and rain water to collecting or
runoff areas. Establish and maintain temporary drainage ditches and other diversions
outside excavation limits for each structure. Do not use trench excavations as temporary
drainage ditches.
F. Material Storage: Stockpile satisfactory excavated materials where directed, until
'
required for backfill or fill. Place, grade and shape stockpiles for proper drainage. Locate
and retain soil materials away from edge of excavations. Dispose of excess soil material
'
and waste materials as herein specified.
G. Excavation for Pavements: Cut surface under pavements to, comply with cross -
sections, elevations and grades as they exist on site new pavement shall be at the same
elevations and no change -in drainage shall occur.
'
H. Excavation for Trenches: Dig trenches to the uniform width required for particular
item to be installed, sufficiently wide to provide ample working room. Excavate trenches
to depth indicated or required. Carry depth of trenches for piping to establish indicated
flow lines and invert elevations. 'Grade bottoms of trenches as indicated, notching under
pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete
where trench excavations pass within 18" of column or wall footings and which are
carried below bottom of such footings, or which pass under wall footings. Place concrete
'
to level of bottom of adjacent footing. (Concrete is specified in Division-3.) Do not
backfill trenches until tests and inspections have been made and backfilling authorized by
Engineer. Use care in backfilling to avoid damage or displacement of pipe systems.
I. Excavation for Concrete Walkways: Cut surface under adjacent to new walkway to
comply with cross -sections, elevations and grades as they exist on site. 'New walkways
shall comply with CITY standards for such and all adjacent grading landscape
replacement and new slopes shall be field engineered by the contractor at no additional
cost. Limit of adjacent slope grading shall extend as far as needed to accomplish the
CITY required slope minimums. Re landscape as required for complete planting and
'
sprinkler installation including relocation of all irrigation lines as needed.
' 02200
Page 3 of 6
' 3.02 COMPACTION:
' A. General: Control soil compaction during construction providing minimum percentage
of density specified for each area classification.
B. Percentage of Maximum Density Requirements: Compact soil to not less than the
following percentages of maximum dry density for soils which exhibit a well- defined
moisture density relationship determined in accordance with ASTM D 1557-78; and not
' less than the following percentages of relative density, determined in accordance with
ASTM D 4253 and D 4254, for soils which will not exhibit a well-defined moisture -
density relationship.
1. 90% under sidewalks, slabs, soil sub grade or footings.
2. 95% under AC Paving, aggregate base.
C. Primary concern will be in 'providing a firm uniform base for the foundations and
slabs.
' D. Moisture Control: Where subgrade or layer of soil material must be moisture
conditioned before compaction, uniformly apply water to surface of subgrade, or layer of
soil material, to prevent free water appearing on surface during or subsequent to
' compaction operations. Remove and replace, or scarify and air dry, soil material that is
too wet to permit compaction to specified density.
3.03 BACKFILL AND FILL:
A. General: Place acceptable soil material in layers to required subgrade elevations, for
' each area classification listed below. Native on site soils are generally acceptable as fill
material. Import soil shall meet the requirements for "satisfactory soil" as defined in these
specifications.
' 1. In excavations, use satisfactory excavated and reconditioned or borrow
material.
' 2. Under walks, use subbase material, or satisfactory excavated or borrow
material, or combination of both.
' B. Backfill excavations as promptly as work permits, but not until completion of the
following:
1. Acceptance of construction below finish grade including, where applicable,
damp proofing, waterproofing, perimeter insulation and subdrain installations.
' 02200
' Page 4 of 6
I
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2. Inspection, testing, approval, and recording locations of underground utilities.
C. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials,
obstructions, and deleterious materials from ground surface prior to placement of fills.
Plow, strip, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill
material will bond with existing surface. When existing ground surface has a density less
than that specified under "Compaction" for particular area classification, break up ground
surface, pulverize, moisture condition to optimum moisture content, and compact to
required depth and percentage of maximum density.
D. Placement and Compaction: Place backfill and fill materials in layers not more than 6"
in loose depth for material compacted by heavy compaction equipment, and not more than
4" in loose depth for material compacted by hand operated tampers. Before compaction,
moisten or aerate each layer as necessary to provide optimum moisture content. Compact
each layer to required percentage of maximum dry density or relative dry density for each
area classification. Place backfill and fill materials evenly adjacent to structures, to
required elevations. Take care to prevent wedging action of backfill against structures by
carrying material uniformly around structure to approximately same elevation in each lift.
3.04 GRADING:
A. General: Uniformly grade areas within limits of grading under this section, including
adjacent transition areas. Smooth finished surface within specified tolerances, compact
with uniform levels or slopes between points where elevations are shown, or between
such points and existing grades.
B. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away
from structures and to prevent ponding. Finish surfaces free from irregular surface
changes, and as follows:
1. Walks: Shape surface of areas under walks to line, grade and cross-section,
with finish surface not more than 0.10' above or below required subgrade
elevation. Slope grade away from walks as required by CITY standards so as not
to require additional railings (1" in 12") maximum.
2. Pavements: Shape surface of areas under pavement to line, grade and cross-
section, with finish surface not more than 1/2" above or below required subgrade
elevation.
C. Compaction: After grading, compact subgrade surfaces to the depth and percentage
of maximum density for each area classification.
02200
Page 5 of 6
' 3.05 FIELD QUALITY CONTROL
' A. Quality Control Testing During Construction: Allow City requested testing service (if
requested by City) to inspect and approve sub -grades and fill layers before further
construction work is performed. Perform field density tests in accordance with ASTM D
1556 (sand cone method) or ASTM D 2937 (drive cylinder method), or ASTM D 2922
(nuclear method).
I
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1
1. Footing Subgrade: "Subsequent to footing excavations, conduct observations
and/or tests, when applicable, to verify proper footing subgrade conditions.
Subsequent verifications and approval of each footing subgrade may be based on
a visual comparison of each subgrade with related tested strata, when acceptable to
the Engineer".
3.06 MAINTENANCE:
A. Protection of Graded Areas: Protect newly graded areas from traffic and erosion.
Keep free of trash and debris. Repair and re-establish grades in settled, eroded, and rutted
areas to specified tolerances.
END OF SECTION 02200
02200
Page 6 of 6
' SECTION 02514 - PORTLAND CEMENT CONCRETE PAVING
' PART I - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Extent of Portland cement concrete paving is shown on drawings, including curbs,
gutters, walkways and ramps.
' B. Prepared subbase is specified in Section 02200.
C. Concrete and related materials are specified in Section 03300.
D. Joint fillers and sealers are specified in Section 07900.
' I.O QUALITY ASSURANCE:
A. Codes and Standards: Comply with local governing regulations if more stringent than
herein specified.
1.04 SUBMITTALS:
Furnish samples, manufacturer's product data, test reports, and materials' certifications as required
in referenced sections for concrete and joint fillers and sealers.
PART 2-PRODUCTS
' 2.01 MATERIALS:
A. Forms: Steel, wood, or other suitable material of size and strength to resist movement
' during concrete placement and to retain horizontal and vertical alignment until removal.
Use straight forms, free of distortion and defects. Use flexible spring steel forms or
laminated boards to form radius bends as required. Coat forms with a non -staining form
' release agent that will not discolor or deface surface of concrete.
B. Reinforcing Bars: Deformed steel bars, ASTM A 615, Grade 60.
' C. Concrete Materials: Comply with requirements of applicable Section 03200 sections
for concrete materials, admixtures, bonding materials, curing materials, and others as
' 02514
' Page 1 of 6
I
I
required. BEACH AREAS REQUIRE TYPE V CEMENT. Review with city stall all
areas that may require Type V cement ( all areas in the designated "High Sulfate Areas").
D. Expansion Joint Materials: Comply with requirements of applicable Section 07900
for preformed expansion joint fillers and sealers (1/4" minimum thickness).
E. Liquid -Membrane Forming Curing Compound: Complying with ASTM C 309, Type
I, Class A unless other type acceptable to Engineer. Moisture loss not more than 0.055
gr./sq. cm. when applied at 200 sq. ft./gal.
F. Bonding Compound: Polyvinyl acetate or acrylic base, rewettable type.
2.02 CONCRETE MIX, DESIGN AND TESTING:
Comply with requirements of applicable sections in 03300 for concrete mix design, sampling
and testing, and quality control, and as herein specified.
Design mix to product normal -weight concrete consisting of Portland cement, aggregate, water -
reducing or high -range water -reducing admixture (super -plasticizer), air -entraining admixture and
water to produce the following properties:
Compressive Strength: 3,250 psi, minimum at 28 days, unless otherwise indicated or allowed by
CITY.
Slump Range: 5" for concrete containing HRWR admixture (super -plasticizer); 3" for all other
concrete.
PART 3 - EXECUTION
3.01 SURFACE PREPARATION:
Remove loose material from compacted subbase surface immediately before placing concrete.
Proof -roll prepared subbase surface to check for unstable areas and need for additional
compaction. Do not begin paving work until such conditions have been corrected and are ready to
receive paving.
Set forms to required grades and lines, rigidly braced and secured. Install sufficient quantity of
' forms to allow continuous progress of work and so that forms can remain in place at least 24
hours after concrete placement.
Check completed form work for grade and alignment to following tolerances:
Top of forms not more than 1/8" in 10'.
' 02514
Page 2 of 6
FJ
I�
Vertical face on longitudinal axis, not more than 1/4" in 10'.
Clean forms after each use, and coat with form release agent as often as required to ensure
separation from concrete without damage.
3.03 REINFORCEMENT:
Locate, place and support reinforcement as specified in Sections 03200 and 03300, unless
otherwise indicated.
3.04 CONCRETE PLACEMENT:
A. General: Comply with requirements of Sections 03200 and 03300, for mixing and
placing concrete, and as herein specified.
B. Do not place concrete until subbase and forms have been checked for line and grade.
moisten subbase if required to provide a uniform dampened condition at time concrete is
placed. Do not place concrete around manholes or other structures until they are at
required finish elevation and alignment.
C. Place concrete using methods which prevent segregation of mix. Consolidate concrete
along face of forms and adjacent to transverse joints with internal vibrator. Keep vibrator
away from joint assemblies, reinforcement, or side forms. Use only square -faced shovels
for hand -spreading and consolidation. Consolidate with care to prevent dislocation of
reinforcing, dowels, and joint devices.
Use approved bonding agent at locations where fresh concrete is placed against hardened
or partially hardened concrete surfaces.
Deposit and spread concrete in a continuous operation between transverse joints, as far as
possible. If interrupted for more than 1/2-hour, place a construction joint.
3.05 JOINTS:
A. General: Construct expansion, weakened -plane and construction joints true -to -line
with face perpendicular to surface of concrete. Construct transverse joints at right angles
to the centerline, unless otherwise indicated.
1. Spacing of joints shall be installed to provide concrete areas as square as
possible. Spacing of additional joints shall not exceed 12 feet in the greatest
dimension.
02514
Page 3 of 6
'
2. When joining existing structures, place transverse joints to align with
tpreviously
placed joints, unless otherwise indicated.
B. Weakened -Plane (Contraction) Joints: Provide weakened -plane (contraction) joints,
sectioning concrete into areas as required to prevent cracking. Construct weakened -plane
'
joints for a depth equal to,at least 1/4 concrete thickness, as follows:
1. Tooled Joints: Form weakened -plane joints in fresh concrete by grooving top
portion with a recommended cutting tool and finishing edges with a jointer.
2. Sawed Joints: Form weakened -plane joints using powered saws equipped with
shatterproof abrasive or diamond -rimmed blades. Cut joints into hardened
concrete as soon as surface will not be torn, abraded, or otherwise damaged by
cutting action.
'
C. Construction Joints: Place construction joints at end of placements and at locations
where placement operations are stopped for a period of more than 1/2-hour, except where
'
such placements terminate at expansion joints.
1. Construct joints as shown or, if not shown, use standard metal key way -section
'
forms.
2. Where load transfer -slip dowel devices are used, install so that one end of each
'
dowel bar is free to move.
D. Expansion Joints: Provide premolded joint filler for expansion joints abutting
concrete curbs, catch basins, manholes, inlets, structures, walks and other fixed objects,
'
unless otherwise indicated (1/4" maximum thickness).
Extend joint fillers full -width and depth of joint, and not less than 1/2" or more than 1"
below finished surface where joint sealer is indicated. if no joint sealer, place top of joint
filler flush with finished concrete surface.
'
Furnish joint fillers in one-piece lengths for full width being placed, wherever possible.
Where more than one length is required, lace or clip joint filler sections together.
' Protect top edge of joint filler during concrete placement with a metal cap or other
temporary material. Remove protection after concrete has been placed on both sides of
joint.
C. Fillers and Sealants: Comply with requirements of Section 07900 for preparation of
' joints, materials, installation, and performance.
' 02514
' Page 4 of 6
' 3.06 CONCRETE FINISHING:
' After striking -off and consolidating concrete, smooth surface by screeding and floating. Use
hand methods only where mechanical floating is not possible. Adjust floating to compact surface
and produce uniform texture.
After floating, test surface for trueness with a 10' straightedge. Distribute concrete as required to
remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish.
Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool, and
round to 1/2" radius, unless otherwise indicated. Eliminate tool marks on concrete surface.
After completion of floating and troweling when excess moisture or surface sheen has
disappeared, complete surface finishing, as follows:
A. Finish "Broom Finish": Finish by drawing a fine -hair broom across concrete surface,
perpendicular to line of traffic. Repeat operation if required to provide a fine line texture
acceptable to Engineer.
1. Walks: Soft Broom.
2. Table Pads: Soft Broom.
3. Drinking Fountain Pads: Soft Broom.
3. Building Slab: Smooth Hard Trowel.
On inclined slab surfaces, provide a coarse, non -slip finish by scoring surface with a stiff -bristled
broom, perpendicular to line of traffic.
3.07 CURING:
Protect and cure finished concrete paving, complying with applicable requirements of Section
03200 and 03300. Use membrane -forming curing and sealing compound or approved moist -
curing methods on all concrete paving, sidewalks, and curbs.
3,08 REPAIRS AND PROTECTIONS:
A. Repair or replace broken or defective concrete, as directed by Engineer.
B. Drill test cores where directed by Engineer, when necessary to determine magnitude of
cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with
Portland cement concrete bonded to pavement with epoxy adhesive.
C. Protect concrete from damage until acceptance of work. Exclude traffic from
pavement for at least 14 days after placement. When construction traffic is permitted,
maintain pavement as clean as possible by removing surface stains and spillage of
materials as they occur.
' 02514
'' Page 5 of 6
Sweep concrete pavement and wash free of stains, discoloration, dirt and other foreign
material just prior to final inspe�"^^
END OF SECTION 02514
' SECTION 03200 - REINFORCING STEEL
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION:
' Provide steel reinforcing as required in the contract drawings and specifications.
' 1,03 QUALITY ASSURANCE:
A. Materials, fabrication and installation shall comply with latest printed
recommendations of Concrete Reinforcing Steel Institute (CRSI).
B. An approved Testing Laboratory shall perform test on all reinforcing materials in
accordance with American Society for Testing and Materials. ALL TESTS ARE TO BE
' PROVIDED BY THE CONTRACTOR AS PART OF THE CONTRACT WITHOUT
SEPARATE PAYMENT.
C. Certification that tests have been performed and materials comply with test standards
shall be sent to the Engineer.
' D. No materials shall be used on the project that do not conform to the requirements of
these specifications.
' 2.01 MATERIALS:
A. Reinforcing Bars: ASTM A 615 Grade 60 Deformed.
' B. Welded Wire Fabric: ASTM A 185, 6 x 6 -10 x 10 WWM. Furnish in flat sheet, not
rolls.
' C. Tie -Wires: Annealed steel, 161'/2 Gage minimum.
' 1. Bar Supports and spacing of same shall be per recommendations set forth in
Chapter 3 of the CRSI Manual.
' 2. For slabs -on -grade use supports with sand plates or horizontal runners where
base materials will not support chair legs.
' 03200
' Page 1 of 2
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3 01 FABRICATION OF REINFORCING BARS:
A. Bending and Forming: Fabricate bars of the indicated sizes and bend and form to
required shapes and lengths by methods not injurious to materials. Do not heat
reinforcement for bending or cutting. Bars with unscheduled kinks or bends are subject to
rejection. Use tested and approved bar materials.
3.02 INSTALLATION OF REINFORCING:
A. All installations shall be performed in accordance with written standards of the
"Concrete Reinforcing Steel Institute".
B. Provide additional bars at sleeves and openings as required to properly reinforce
concrete whether specifically shown on drawing or not.
C. Positioning and clearances per tolerance given in "American Concrete Institute" (ACI
318) Standards.
3.03 SUPERVISION:
Perform all work of this Section under supervision of experienced and capable superintendent.
He shall assure that materials and installation complies with Contract documents, CRSI and
ASTM.
END OF SECTION 03200
03200
Page 2of2
' SECTION 03300 - CAST -IN -PLACE CONCRETE
' PART 1 - GENERAL
' 1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
' Extent of cast -in -place concrete shall include structure and paving Portland cement concrete as
indicated on drawings and specified herein.
1.03 QUALITY ASSURANCE:
Codes and Standards: Comply with provisions of the following:
' A. ACI 301 "Specifications for Structural Concrete for Buildings".
' B. ACI 318 "Building Code Requirements for Reinforcing Concrete".
C. Uniform Building Code. (1994 Edition)
' PART 2-PRODUCTS
' A. Concrete Materials:
1. Portland Cement: ASTM C 150, Type V unless otherwise acceptable to
' Engineer.
2. Normal Weight Aggregates: ASTM C 33, and as herein specified. Provide
aggregates from a single source for exposed concrete.
3. Water: Potable.
4. Air -Entraining Admixture ASTM C-260:
E. Curing Compound: Shall be compound that contains no wax, paraffins or oils.
' Compound shall not inhibit any further treatment of the concrete surfaces.
F. Mix Proportions and Design: Proportion mixes complying with mix design
' procedures specified in ACI 301.
03300
Page 1 of 3
I
' 1. Submit written report to Engineer for each proposed concrete mix at least 30
' days prior to start of work. Do not begin concrete production until mixes have
been reviewed and are acceptable to Engineer.
' 2. Mix designs maybe adjusted when material characteristics, job conditions,
weather, test results or other circumstances warrant. Do not use revised concrete
mixes until submitted to and accepted by Engineers.
' 3. Use air -entraining admixture: "Air -Entraining admixture in concrete may be
required at the option of the Engineer".
' G. Ready Mix Concrete: Comply with requirements of ASTM C 94, and as herein
specified. During hot weather, or under conditions contributing to rapid setting of
concrete, a shorter mixing time than specified in ASTM C 94 may be required.
3.02 REINFORCING:
Refer to Section 03200 "Reinforcing Steel".
3.03 SUB -SLAB FILL:
A. Under concrete paving (exterior), use sub -base material or satisfactory excavated or
borrow material, as approved by the engineer to a minimum depth below slab of 4".
3.04 INSTALLATION OF EMBEDDED ITEMS:
A. General: Set and build into work anchorage devices and other embedded items
required for other work that is attached to, or supported by, cast -in -place concrete. Use
setting drawings, diagrams, instructions and directions provided by suppliers of items to
be attached thereto. Drilled fasteners will not be accepted as substitutes for required cast in
place items.
1. Table Anchor Bolts
2. Drinking Fountain Anchor Bolts
3. Aluminum Railing
3.05 CONCRETE PLACEMENT:
A. Concrete Placement: Comply with ACI, planning concrete in a continuous operation
within planned joints or sections. Do not begin placement until work of other trades
affecting concrete is completed.
' 03300
Page 2 of 3
I
' B. Consolidate placed concrete using mechanical vibrating equipment with hand rodding
' and tamping, so that concrete is worked around reinforcement and other embedded items
and into forms.
' C. Protect concrete from physical damage or reduced strength due to weather extremes
during mixing, placement and curing.
1. In cold weather comply with ACI 306.
2. In hot weather comply with ACI 305.
3.06 CONCRETE CURING AND PROTECTION:
A. General: Protect freshly placed concrete from pre -mature drying and excessive cold or
hot temperatures. Start initial curing as soon as free water has disappeared from concrete
surface after placing and finishing. Begin final curing procedures immediately following
initial curing and before concrete has dried.
' B. Curing Methods: Perform curing of concrete by moist curing, by moisture retaining
cover curing, by membrane curing, and by combinations thereof. Continue finalcuring
' for at least 7 days in accordance with ACI 301 procedures. Avoid rapid drying at end of
final curing period.
' 3.09 PROTECTION ON CONCRETE
A. Concrete surfaces exposed -to -view must be protected from damage, marring and
' condensation during construction. Contract shall cover or provide other means of
protection to concrete surfaces.
' END OF SECTION 03300
' 03300
' Page 3 of 3
SECTION 04200 - UNIT MASONRY
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Extent of masonry work is indicated on drawings.
B. Work Includes:
1. Concrete masonry units.
2. Setting and attaching all bolts, anchors, inserts, etc., as furnished by others.
3. Reinforcing steel.
4. Grout and mortar.
1.03 STANDARDS:
Comply with printed recommendations of Brick Institute of America (BIA) and National
Concrete Masonry Association (NCMA).
1.04 SUBMITTALS:
Submit product data for masonry units, cementitious products for mortar and grout and masonry
accessories. Submit samples of all exposed masonry units.
PART 2-PRODUCTS
2.01 MATERIALS:
A. Concrete Masonry Units: ASTM C90 Grade A, standard units to match adjacent wall
type, finish and color.
B. Portland Cement: ASTM C150, Type II Low Alkali.
C. Mortar Sand: ASTM C144.
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' D. Hydrated Lime: ASTM C207, Type S.
E. Reinforcing Steel: ASTM A615 Grade 60.
' F. Water: Potable.
' G. Grout: ASTM C476.
2.02 MORTAR AND GROUT:
' Shall be in accordance with Concrete Masonry Association's Standard Specifications, current
edition.
' A. Materials shall be adequately and accurately measured in suitable calibrated boxes.
Shovel measurements will not be allowed.
' B. Grout: Use two (2) parts pea gravel in mix.
C. Admixture: "Suconem GA" (Grout Aid) Type 2, as manufactured by Super Concrete
' Emulsions, Ltd., Los Angeles, California, or approved equal, and used in strict accordance
with manufacturer's latest printed recommendations.
' 2.03 REINFORCING STEEL:
Accurately set and place reinforcing steel and ties in accordance with the drawings and notes
' thereon. Refer to Section 03200, Reinforcing Steel, for requirements. No torch cutting of
reinforcing bar will be permitted.
' PART 3 - EXECUTION
3.01 DELIVERY AND PROTECTION:
Masonry materials shall be packed in a manner to prevent damage from transportation and
weather. Handle masonry material in a manner to prevent chipping, spalling, cracking or other
' injury.
3.02 INSTALLATION:
' A. Install masonry units in the bond pattern indicated, or if none is,indicated, in running
bond.
' B. Lay units plumb and true. Carefully cut where necessary to fit around adjoining
construction, inserts, etc. Fit all angles and corners square and true.
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C. Masonry shall not be constructed upon a concrete foundation until at least 24 hours
after such foundation has been placed.
D. Joints shall be carefully tooled to produce a dense flush surface, well bonded to the
block on all edges.
1. Concrete tool joint to produce smooth dense surface.
E. Reinforcing to be placed accurately at spacing shown, secure against displacement.
Splice by lapping, unless otherwise indicated, at location shown. Minimum lap to be per
section 303 of Green Book or applicable ICBO Code, Whichever is the more restrictive.
3.03 FINAL CLEANING:
After mortar is thoroughly set and cured, clean masonry to comply with masonry manufacturer's
direction and applicable NCNIA'TEK" Bulletin.
A. Remove all excessive mortar and grout from face of masonry units that effects the
appearance of the masonry. Final masonry surfaces shall be clean, uniform surface,
graffiti free and acceptable without additional coating.
END OF SECTION 04200
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' SECTION 05720 - HANDRAILS AND RAILINGS
' PART 1 -GENERAL
' 1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1,02 SUMMARY:
' Provide metal handrail fabrications as indicated, specified and required.
A. Work In This Section: Principal items include:
' 1. Railings and Supports
' 2. All other miscellaneous metal fabrications required to complete the work.
3. Patching, repair and repainting to match of existing areas where handrails are to
' be removed.
1.03 DEFINITIONS:
' A. Reference Standards: Conform to the following as applicable:
' 1. ASTM E'985 for railing -related terms apply to this section
2. AA "Specifications for Aluminum Structures".
1.04 SYSTEM PERFORMANCE REQUIREMENTS:
A. Handrail and railing systems to withstand structural loads as required by current code
requirements at the time of fabrication. Allowable design working stresses of railing
materials shall be based on the following:
1. AA "Specifications for Aluminum Structures".
' B. Structural Performance of Handrails and Railing Systems: Fabricate and install
handrails and railing systems to comply with requirements of ASTM E 985 for structural
performance based on the following:
1 1. Testing performed in accordance with ASTM E 894 and ASTM E 935.
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C. Design criteria shall conform to the following 1991 UBC requirements: of
1. 250 pounds concentrated load.
2. 50 pounds linear foot for uniform loading.
D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by
insulation metals and other materials from direct contact with incompatible materials.
E. Thermal Movements: Allow for thermal movement resulting from the following
maximum change (range) ambient temperature in the design, fabrication, and installation
of handrails and railings to prevent buckling, opening of joints, and over stressing of
components, connections, and other detrimental effects. Base design calculations on
actual surface temperatures of materials due to both solar heat gain and nighttime sky heat
loss.
1.05 SUBMITTALS:
Submit the following in accordance with Conditions of Contract and the Standard Specifications
for Public Works Construction:
A. Shop Drawings: Submit Shop Drawings fully detailing all Work of this Section,
including plans, elevations, sections, details of components, and attachments to other units
of work.
B. Samples for initial selection purposes in form of manufacturer's color charts showing
full range of colors available for those units with factory applied color finishes.
C. Samples for verification purposes of each type of exposed finish required, prepared on
components indicated below that are of the same thickness and metal indicated for final
unit of work. Where finishes involve normal color and texture variations, include sample
sets showing full range of variations expected.
1. 6" long sections of each distinctly different linear railing members.
2. Fittings and Brackets.
1.06 QUALITY ASSURANCE:
A. Single Source Responsibility: Obtain handrails and railing systems of each type and
material from a single manufacturer.
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1.07 STORAGE:
' A. Store handrails and railing systems in clean, dry, location, away from uncured
concrete and masonry, protected against damage of any kind. Cover with waterproof
' paper, tarpaulin, or polyethylene sheeting; allow for air circulation inside the covering.
1.08 PROJECT CONDITIONS:
' A. Field Measurements: Where bandraiis and railings are indicated to fit to other construction,
check actual dimensions of other construction by accurate field measurements before fabrication;
' show recorded measurements on final shop drawings. Provide copies of these final shop
drawings after construction to the CITY. Coordinate fabrication schedule with construction
progress to avoid delay of work.
' 1.09 SEQUENCE AND 'SCHEDULING:
A. Sequence and coordinate installation of wall handrails as follows:
1. Mount handrails only on completed walls. Do not support handrails
temporarily by and means not satisfying structural performance requirements.
PART 2 - PRODUCTS
2.01 MANUFACTURERS:
A. Manufacturer: Subject to compliance with requirements, provide handrails and railing
' systems of one -of the following, or equal:
1. Blum: Julius Blum & Co.
2. Blumcraft of Pittsburgh
' 3. Crane Veyor Corp. (South El Monte)
2.02 METALS:
' General: provide metal forms and types that comply with requirements of referenced standards
and that are free from surface blemishes where exposed to view in the finished unit. Exposed -to -
view surfaces exhibiting pitting, seam marks, roller marks, stains, discoloration, of other
imperfections on finished units are not acceptable.
A. Aluminum: Allow and temper recommended by aluminum producer and finisher for
type of use and finish indicated and with not less than the strength and durability
properties of the alloy and temper designated below for each aluminum form required.
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1. Extruded Bar and Shapes: ASTM B 221, 6063-T5/T52
2. Extruded Pipe and Tube: ASTM B 429, 6063-T5/T52
3. Drawn Seamless Tube: ASTM B 483, 6063-T832
4. Plate and Sheet: ASTM B 209, 6061-T6
5. Die and Hand Forging: ASTM B 247, 6061-T6
6. Castings: ASTM B 26, 356-T6
2.02 FASTENERS:
A. Fasteners for Anchoring Railings to Other Construction: Select fasteners for the type,
grade, and class required to produce connections that are suitable for anchoring railing to
other types of construction indicated and capable of withstanding design loading as
indicated in section 1.04.
1. Provide fasteners fabricated from type 304 stainless steel.
2. Review existing railings and match as closely as possible the size and type to
allow minimal patching and repair of existing finished surfaces.
B. Fasteners for Interconnecting railing components: use stainless steel fasteners unless
otherwise indicated. Do not use metals that are corrosive or incompatible with materials
joined.
1. Provide concealed fasteners for interconnection of handrail and railing
components and for their attachment to other work, except where otherwise
indicated.
2,03 FABRICATION:
Fabricate handrails and railing systems to comply with requirements indicated for design,
dimensions, details, finish, and member sizes, including wall thickness of hollow members, post
spacing, and anchorage, but not less than that required to support structural loads.
A. Pre -assemble railing systems in shop to greatest extent possible to minimize field
splicing and assembly. Disassemble units only as necessary for shipping and handling
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limitations. Clearly mark units for re -assembly and coordinated installation. Use
connections that maintain structural value of joined pieces. Clearly mark units for re-
assembly and coordinated installation.
B. Form changes in direction of railing members as follows:
1. By insertion of prefabricated elbow fittings.
2. By radius bends of radius indicated of required.
3. By mitering at elbow ends.
4. By bending.
5. By any method indicated above, applicable to change of direction involved.
C. Nonwelded Connections: Fabricate railing_ systems and handrails for connection of
members by means of railing manufacturer's standard concealed mechanical fasteners and
fittings unless otherwise indicated. Fabricate members and fittings,to produce flush,
smooth, rigid, hairline joints.
1. fabricate splice joints for field connection using structural epoxy adhesive
where this represents manufacturer's standard splicing method.
D. Brackets, Flanges, Fittings, and Anchors: Provide manufacturer's standard wall
brackets, flanges, miscellaneous fittings, and anchors for connection of handrail and
railing members to other construction.
E. Provide inserts and other anchorage devices for connecting handrails and railing
systems to concrete of masonry work. Fabricate anchorage devices capable of
withstanding loading imposed by handrails and railing systems. Coordinate anchorage
devices with supporting structure.
F. For handrails that are exposed to exterior or to moisture from condensation or other
sources, provide weep holes or other means for evacuation of entrapped water in hollow
sections of railing members.
G. Fabricate joints that will be exposed to weather in a manner to exclude water.
H. Close ends of handrail and railing members by use of manufacturer's standard
prefabricated fittings.
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I. Provide wall returns at ends of wall mounted handrails, unless otherwise indicated.
Close ends of returns unless clearance between end of railing and wall is 1/4" or less.
2.04 FINISHES. GENERAL,
A. Comply with NAAMM "Metal Finishes Manual' for recommendations relative to
application and designations of finishes.
B. Protect mechanical finishes on exposed surfaces from damage by application of
strippable, temporary protective covering prior to shipment.
C. Variations in appearance of abutting or adjacent pieces are not acceptable if they are
within 1/2 of the range of approved samples. Noticeable variations in the same piece are
not acceptable. Variations in appearance of other components are acceptable if they are
within range of approved samples and they are assembled of installed to minimize
contrast.
2.05 ALUMINUM FINISHES:
A. Finish designations prefixed by "AA" conform to the system established by the
aluminum Association for designating aluminum finishes.
B. Class I Color Anodized Finish: AA-M12C22A42/A34 (Mechanical Finish: as
fabricated, nonspecular; chemical finish: etched, medium matte; Anodic coating: Class I
Architectural, film thicker than .07 mil with integral color or electrolytically deposited
color) complying with AAMA 606.1 or 608.1.
Color: Medium Bronze or Clear (match existing handrail system if applicable)
PART 3 - EXECUTION
3.01 PREPARATION:
A. Coordinate setting drawings, diagrams, templates, instructions, and directions for
installation of anchorages, such as sleeves, concrete inserts, anchor bolts, and
miscellaneous items having integral anchors, that are to be imbedded in concrete as
masonry construction. Coordinate delivery of such items to project site.
3.02 INSTALLATION. GENERAL:
A. Fit exposed connections accurately together to form tight, hairline joints.
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B. Cutting, Fitting, and Placement: Perform cutting, drilling and fitting required for
installation of handrails and railings. Set handrails and railings accurately in location,
alignment, and elevation, measured from established lines and levels and free from
defects.
C. Do not weld, cut, or abrade surfaces of handrails and railing components that have
been coated or finished after fabrication and are intended for field connection by
mechanical or other means without further cutting or fitting.
D. Set posts plumb within a tolerance of 1/4" in 12 feet.
E. Align rails so that variations from level for horizontal members and from parallel with
rake of steps and ramps for sloping members do not exceed 1/4" in 12 feet.
F. Adjust handrails and railing systems prior to anchoring to ensure matching alignment
at abutting joints. Space posts at interval indicated but not less, than required by structural
loads.
G. Fastening to In -Place Construction: Use anchorage devices and fasteners where
necessary for securing handrails and railings to in -place construction.
3:03 RAILING CONNECTIONS:
A. Nonwelded Connections: Use manufacturer's standard mechanical or adhesive joints
for permanently connecting railing components. Use wood blocks and padding to prevent
damage to railing members and fittings. seal recessed holes of exposed locking screws
using plastic filler cement colored to match finish of handrails and railing systems.
3.04 ATTACHMENT OF HANDRATLS TO WALLS:
A. Attach handrails to wall with wall brackets and end fittings. Provide bracket with not
less than 1-1/2" clearance from inside face of handrail and finished wall surface. See
current "ADA" (Americans with Disabilities Act) Guidelines.
B. Locate brackets as indicated, or if not indicated, at spacing required to support
structural loads, see 1.04.
C. Secure wall brackets and wall return fittings to building construction as follows:
1. Use type of bracket with flange tapped for concealed anchorage to threaded
hanger bolt.
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2. For concrete and solid masonry anchorage, use drilled -in expansion shield and
either concealed hanger bolt or exposed lag bolt as applicable. Use Hilti or
approved equal fasteners only.
3. For wood partitions, use lag bolts set securely into existing studs or wood
backing between studs.
4. For steel framed gypsum board assemblies, fasten brackets directly to steel
framing of concealed anchors using self -tapping screws of size and type required
to support structural loads, SEE 1.04.
3.05 ADJUSTMENT:
A. Clean the following metals by washing thoroughly with clean water and soap, follow
by rinsing with clean water. Remove all joint epoxy from exterior of railing members.
1. Aluminum
3.06 PROTECTION:
A. Protect finishes of railing systems and handrails from damage during construction
period by use of temporary protective coverings approved by railing manufacturer.
Remove protective covering at time of substantial completion.
B. Restore finishes damaged during installation and construction period so that no
evidence remains of correction work. Return items that cannot be refinished in the field to
the shop; make required alterations and refinish entire unit or provide new units.
END OF SECTION 05720
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SECTION 06200 - FINISH CARPENTRY
PART 1-GENERAL
1,01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Definition: Finish carpentry includes carpentry work which is exposed to view, is
non-structural, and which is not specified as part of other sections.
1,03 SUBMITTALS:
A. Shop Drawings: Submit shop drawings showing dimensioned plans and elevations,
large scale details, attachment devices and other components.
1,04 PRODUCT DELIVERY, STORAGE AND HANDLING:
A. Protect finish carpentry materials during transit, delivery, storage and handling to
prevent damage, soiling and deterioration.
A. Conditioning: Installer shall advise Contractor of temperature and humidity
requirements for finish carpentry installation areas. Do -not install finish carpentry until
required temperature and relative humidity conditions have been stabilized and will be
maintained in installation areas.
PART 2-PRODUCTS
A. Softwood Lumber Standards: Comply with PS 20 and with applicable grading rules
of the respective grading and inspecting agency for the species and product indicated.
B. Plywood Standard: Comply with PS 1/ANSI A199.1.
C. Hardwood Lumber Standard: Comply with National Hardwood Lumber Association
(NHLA) rules.
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D. Woodworking Standard: Where indicated for a specific product comply with
specified provision of the following:
1. Woodwork Institute of California (WIC) "Manual of Millwork".
2.02 MATERIALS:
A. General:
1. Net sizes are indicated. Provide dressed or worked and dressed lumber, as
applicable, manufactured to the actual sizes as required by PS 20 or to actual sizes
and patterns as shown, unless otherwise indicated.
2. Moisture Content of Softwood Lumber: Provide seasoned (KD) lumber
having a moisture content from time of manufacture until time of installation not
greater than values required by the applicable grading rules of the respective
grading and inspecting agency for the species and product indicated.
3. Kiln -dry wood after treatment to a maximum moisture content of 15% for
plywood, 19% for lumber.
4. Inspect each piece of lumber and plywood or each unit of finish carpentry after
drying; do not use twisted, warped, bowed or otherwise damaged or defective
wood.
PART 3 - EXECUTION
3.01 INSTALLATION:
A. Discard units of material which are unsound, warped, bowed, twisted, improperly
treated, not adequately seasoned or too small to fabricate work with minimum of
optimum jointing arrangements, or which are of defective manufacturer with respect to
surfaces, sizes or patterns.
B. Install the work plumb, level, true and straight with no distortions. Shim as required
using concealed shims. Install to a tolerance of 1/8" in 8'0" for plumb and level counter
tops; and with 1/16" maximum offset in flush adjoining 1/8" maximum offsets in
revealed adjoining surfaces.
C. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged
finish at cuts.
D. Anchor finish carpentry work to anchorage devices or blocking built-in or directly
attached to substrates. Secure to grounds, stripping and blocking with counter- sunk,
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Page 2 of 3
concealed fasteners and blind nailing as required for a complete installation. Except where
' prefinished matching fasteners heads are required, use fine finishing nails for exposed
nailings, countersunk and filled flush with finished surface, and, matching final finish
where transparent is indicated.
' 3.02 ADJUSTMENT, CLEANING, FINISHING AND PROTECTI
' A. Repair damaged and defective finish carpentry work wherever possible to eliminate
defects functionally and visually; where not possible to repair properly, replace
woodwork. Adjust joinery for uniform appearance.
t B. Clean finish carpentry work on exposed and semi -exposed surfaces. Touch-up shop -
applied finishes to restore damaged or soiled areas.
C. Protection: Installer of finish carpentry work shall advise Contractor of final protection
and maintained conditions necessary to ensure that work will be without damage or
deterioration at time of acceptance.
END OF SECTION 06200
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SECTION 07900 - SEALANTS
' PART 1 - GENERAL
' 1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
' Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
' A. This Section contains specifications pertaining to all weather -sealing and caulking
throughout the project unless specified otherwise, and becomes a part of all sections
containing reference to this Section, or where materials of the types specified in this
Section are required by the drawings.
' B. The work includes caulking and sealing of openings and joints indicated, specified, and
required to make entire building weatherproof and watertight.
C. Specific requirements contained in the various trade sections making reference to this
' Section supersede general or conflicting requirements herein.
1.03 GENERAL REQUIREMENTS:
' A. Warranty: Provide written warranty for all caulking and sealants against all defects of
' acceptance. All failures that may occur within the warranty period, due to defective
application or materials, upon written notification of such failure, shall be repaired or
replaced with proper materials and labor, at no additional cost to the City.
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B. Submit to the Engineer samples of the various types (and colors where applicable) of
materials specified, prior to delivery of materials to the job and the portions of the work
for which the materials are intended.
C. Deliver materials to the job in original unopened containers bearing manufacturer's
name, product designation and date of manufacture. Products upon which the shelf date
has expired shall not be permitted on the job.
D. Install materials specified herein in compliance with manufacturer's instructions. Send
copies of manufacturer's instructions to Engineer at least 2 weeks before application.
PART 2 - PRODUCTS
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2.01 MATERIALS:
' Use sealants of the following types. Unless specified or directed otherwise, use materials to
match color of adjacent materials. Where adjacent materials on each side of the joint are different
colors, the Engineer will select sealant colors. If the desired color is not available from one
manufacturer, select proper color from another manufacturer.
' A. Joint Conditions:
1. Joints between metals, wood and masonry. Sealant (#2).
2. Expansion and control joints. Sealant (#3).
' 3. Exterior sills, jambs, and heads of window frames, door frames, louvers and
similar openings. and where metal, wood or other materials abut or join plaster or
each other, shall have sealant applied around their perimeters. Sealant (#2).
' 4. Other exterior joints as indicated or shown.
Sealant (M), (#2) or (0).
B. Sealants:
1. Sealant #1 shall be a three-part polyepoxide urethane sealant meeting Federal
Specification TT-S-00227E, Class A, Type 11, such as Tremco Dymeric, as
manufactured by Tremco Incorporated, Cleveland, Ohio, or equal.
2. Sealant #2 shall be a one -part solvent cure acrylic sealant meeting Federal
Specification TT-S-230, such as Tremco Mono, as manufactured by Tremco
Incorporated, Cleveland, Ohio, or equal.
3. Sealant #3 shall be a two-part chemically curing polyurethane meeting Federal
Specification TT-S-00227E, Class A, Type I, (Self -Leveling) or Class A, Type lI
(Non -Sag), such as THC-900/901, as manufactured by Tremco Incorporated,
Cleveland, Ohio, or equal.
C. Primer for sealants shall be as recommended by sealant manufacturer.
D. Joint filler for sealant shall be a closed cell, non -absorbent, non -staining material such
as Ethafoam as manufactured by Dow.
E. Bond breakers shall be as recommended by sealant manufacturer.
F. Materials shall be delivered to the job in sealed containers with manufacturer's original
labels attached. Materials shall be used according to manufacturer's printed instructions.
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Color of all sealants shall be as selected.by the Engineer from manufacturer's standard
colors.
PART 3 - EXECUTION
3.01 MANUFACTURER'S INSPECTION:
A. Provide sealant manufacturer's inspection of conditions prior to start of the work and
initial supervision at the start of each application, in order to insure that any physical
conditions which would result in defective work are properly corrected before materials
are applied, that properly instructed personnel are available to do the work, and that proper
procedures are being followed. Provide such inspection and supervision by qualified
personnel. Report all unsatisfactory conditions existing at the time of inspection in writing
to the Contractor for correction before proceeding with the work.
B. Notify the manufacturer or distributor at least 72 hours.prior to the time inspection is
required. Provide written documentation of such manufacturer's inspections at each site
requiring sealant to the CITY prior to sealant installation.
3.02 PREPARATION:
A. Joints and surfaces which are to be caulked or sealed shall be clean, dry and free of
dust, loose mortar and other foreign materials.
B. Clean Ferrous metals of all rust, mill scale and coatings by wire brush, grinding or
sandblasting. Remove oil, grease and/or temporary protective coatings with high
performance cleaners, as approved by sealant manufacturer, such as Tremco #200
Cleaner.
C. Joint dimensions for sealant should be reviewed and installed in accordance with
sealant manufacturer's printed instructions. In no case should the sealant application be
less than 1/4 inch wide, and 1/4 inch deep, except in specific metal -to -metal curtain wall
applications, and then as recommended by the sealant manufacturer.
Joint depth, for Sealants #1, #2 and #3, shall not exceed its width for joints ranging from
1/4 inch to 1/2 inch wide. For joints over 1/2 wide, the depth of sealant shall be no more
than 1/2 to 5/8 inch.
D. Masonry joint surfaces shall be wire brushed, then air -blown clean. The joint interface
must be free of form release agents or chemical retarders which may interfere with sealant
adhesion and performance.
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E. Sealants shall not be applied to masonry joints where a water repellent or masonry
preservative has been applied prior to caulking. Waterproofing treatments should be
applied after caulking.
F. Do not caulk joints until they are in compliance with requirements of the approved
manufacturer of the materials, the details as shown on the drawings, and the specific
requirements of other sections of the specification.
3.03 APPLICATION:
A. Install joint backing with a blunt instrument so as not to puncture the surface skin.
Size of joint backing should be determined by taking the joint width and adding 25% to
assure proper compression of backing rod.
B. Apply sealant with a caulking gun, using proper nozzles. Use sufficient pressure to
properly fill the joints with sealant to the back-up material.
C. After joints have been completely filled, they shall be neatly tooled to eliminate air
pockets or voids, and to provide a smooth, neat appearing finish in intimate contact with
interfaces and without lapping over onto exposed finished faces. After tooling, surface of
sealant shall be free of ridges, wrinkles, sags, air pockets and embedded impurities.
D. Immediately clean adjacent materials which have been soiled; leave work in a neat,
clean condition.
E. Major authorities recommend a 40°F minimum application temperature for joint
sealing installations because of the possibility of moisture and/or frost contamination on
sealing surfaces. However, it is recognized that applications must be made at lower
temperatures. When this is necessary, steps must be taken to assure clean, dry, frost -free
surfaces, and must be approved by the Contractor.
3.04 WORKMANSHIP:
Workmanship shall be of the highest quality in accordance with the best practice and in strict
compliance with the recommendations of the manufacturer of the materials being used. The
Contractor shall be prepared to show evidence of workmanship of jobs at least three years old.
END OF SECTION 07900
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SECTION 08110 - STEEL DOORS LOUVERS AND FRAMES
i' PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
' Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
' Extent of work is indicated and scheduled on drawings, and by provisions of this section
including:
' A. Steel Doors.
B. Steel Door Frames.
' C. Steel Louvered Openings
' 1.03 QUALITY ASSURANCE:
A. Complying with Steel Door Institute "Recommended Specifications: Standard Steel
Doors and Frames" (SDI -lob) and as herein specified.
1.04 SUBMITTALS:
' A. Product Data: Submit manufacturer's technical product data substantiating that
products comply with requirements.
' B. Shop Drawings: Submit for fabrication and installation of steel doors and frames.
Include elevations of door design types, location and installation requirements of finish
' hardware and reinforcements, and details of joints and connections. Show anchorage and
accessory items.
' 1. Provide schedule using same reference numbers for details and openings as
those on contract drawings.
1.05 DELIVERY. STORAGE AND HANDLING:
A. Deliver steelwork packaged to provide protection during transit and job storage.
B. Inspect hollow metalwork upon delivery for damage. Minor damages maybe
' repaired provided finish items are equal in all respects to new work and acceptable to
Architect; otherwise, remove and replace damaged items as directed.
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' PART 2 - PRODUCTS
' 2.01 ACCEPTABLE MANUFACTURERS:
A. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering steel doors and frames which may be incorporated in the work include; but are
not limited to, the following:
' 1. Allied Steel Products, Inc.
2. Krieger Fenestra Corp.
' 3. Rcpublic Builders Products Corp./Subs. Republic Steel
2.02 MATERIALS:
A. Hot -Rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and oiled,
complying with ASTM A 569 and ASTM A 568.
' B. Cold -Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A
366 and ASTM A 568.
' C. Louvers: Sight proof, stationary type 24 gage cold rolled steel in 20 gage frame, size
as shown or indicated to match existing opening or louvers. Paint as described below.
' D. Shop Applied Paint:
1. Primer: Rust -inhibitive enamel or paint, either air -drying or baking, suitable as
a base for specified finish paints.
' 2.03 FABRICATION, GENERAL:
A. Fabricate steel door and frames to be rigid, neat in appearance and free from defects,
' warp or buckle. Comply with SDI-100 requirements: SDI-100, Grade III, extra heavy-
duty, Model 2, minimum 16-gage faces. Frame corners shall be mitered, reinforced and
continuously welded full depth and width of frame. Knock down type frames will not be
' accepted. Frames to be minimum 14 gauge galvanized steel sheet.
B. Fabricate exposed faces of doors and panels, including stiles and rails of non flush
units, frame from only cold -rolled steel.
' 08110
' Page 2 of 3
H
C. Fabricate exterior doors, panels, and frames from galvanized sheet steel. Close top
and bottom edges of exterior doors as integral part of door construction or by addition of
minimum 16-gage inverted steel channels.
' D. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat Phillips
heads for exposed screws and bolts.
E. Finish Hardware Preparation: Prepare doors and frames to receive mortised and
concealed finish hardware in accordance with final Finish Hardware Schedule and
templates provided by hardware supplier. Comply with applicable requirements of ANSI
Al 15 series specifications for door preparation for hardware.
F. Reinforce doors to receive surface -applied hardware. Drilling and tapping for surface -
applied finish hardware may be done at project site.
G. Locate finish hardware as indicated on final shop drawings or, if not indicated, in
' accordance with "Recommended Locations for Builder's Hardware", published by Door
and hardware Institute.
H. Mutes shall be provided in all steel frames. Door fit shall be adjusted so that mutes do
' not block closure.
PART 3 - EXECUTION
3.01 INSTALLATION:
' A. General: Install standard steel doors and frames in accordance with final shop
drawings and manufacturer's data, and as herein specified.
' B. All hollow frames shall be fitted with PCC grout after installed.
3.02 ADJUST AND CLEAN:
A. Prime Coat Touch-up: Immediately after erection, sand smooth any rusted or
damaged areas of prime coat and apply touch-up of compatible air -drying primer.
' B. Final Adjustments: Check and readjust operating finish hardware items, leaving steel
doors and frames undamaged and incomplete and proper operating condition.
' END OF SECTION 08110
' 08110
' Page 3 of 3
SECTION O9200 - WOOD DOORS
PART 1 - GENERAL
' 1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
' Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Extent and location of each type of wood door is shown on drawings and in
schedules.
' B. Types of doors required include the following:
' 1. Solid core flush wood doors with factory primed finish.
1.03 QUALITY ASSURANCE:
A. General: Comply with requirements of the following standards unless otherwise
indicated.
' B. Wood Doors: NWMA Industry Standard 1-73 "Wood Flush Doors" of the National
Woodwork Manufacturer's Association.
' 1. Factory mark each door with the NWMA "Quality Certified" Seal of Approval
for conformance with NWMA I.S: 1.
C. Fire -Rated Assemblies: Where fire -rated door assemblies are indicated or required,
provide fire -rating that comply with NFPA 80 "Standard for Fire Doors and Windows",
and have been tested, listed and labeled in accordance with ASTM E 152
' 1.04 SUBMITTALS:
' A. Product Data: Submit door manufacturer's product data, specifications and installation
instructions for each type of wood door.
' B. Samples: Submit door section sample 12" x 12" of type to be used.
C. Label Construction Certification: For door assemblies required to be fire -rated, submit
' manufacturer's certification for that each door has been constructed to conform to design,
materials and construction equivalent to requirements for labeled construction.
' 08200
' Page 1 of 3
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D. Specific Product Warranty: Submit written agreement in door manufacturer's
standard form signed by Manufacturer, Installer and Contractor, agreeing to repair or
replace defective doors which have warped (bow, cup, or twist) or which show
photographing of construction below in face veneers, or do not conform to tolerance
limitations of NWMA.
1. The warranty shall also include refinishing and reinstallation which may be
required due to repair or replacement of defective doors.
2. Warranty shall be in effect during following period of time after date of
substantial completion.
3. Solid Core Flush Exterior Doors: 5 Years
4. Solid Core Flush Interior Doors: Life of Installation.
1.05 PRODUCT DELIVERY STORAGE AND HANDLING:
Protect doors during transit, storage and handling to prevent damage, soiling and deterioration.
Comply with the "on -Site Care" recommendations of NWMA pamphlet "Care and Finishing of
Wood Doors" and with manufacturer's instructions.
PART 2 - PRODUCTS
2,01 MATERIALS AND COMPONENTS:
General: Provide doors complying with applicable requirements of NWMA I.S: 1 for kinds and
types of doors indicated and as specified.
2.02 INTERIOR WOOD DOORS:
A. Solid Core Wood Doors: WEYERHAEUSER Timblend DPC-1
1. Type II water-resistant bond.
2. Core Construction: Solid wood block, wood particleboard as required by door
manufacturer to comply with specified warranty period.
2.03 EXTERIOR WOOD DOORS:
A. Solid Core Wood Doors: WEYERHAEUSER Timblend DPC-1
1. Type If water-resistant bond.
08200
Page 2 of 3
2. Core Construction: Solid wood block, wood particleboard.
PART 3 - EXECUTION
3.01 INSPECTION:
A. Installer must examine door frames and verify that frames are correct type and have
been installed as required for proper hanging of corresponding doors and notify
Contractor in writing of conditions detrimental to proper and timely installation of wood
doors. Do not proceed with installation until unsatisfactory conditions have been corrected
in a manner acceptable to Installer.
3.02 INSTALLATION:
A. Condition doors to average prevailing humidity in installation area prior to hanging.
B. Hardware: For installation see Division-8 "Finish Hardware" section of these
specifications.
C. Manufacturer's Instructions: Install doors in accordance with manufacturer's
instructions and as shown.
D. Job Fit Doors: Align doors to frame for proper fit and uniform clearance at each edge
and machine for hardware. Seal cut surfaces after fitting and machining.
E. Clearance: Provide clearances of 1/8" at jambs and heads; 1/8" at meeting stiles for
pairs of doors; and 1/2" from bottom of door to top of decorative floor finish or covering.
Where threshold is shown or scheduled, provide 1/8" clearance from bottom of door to
top of threshold.
3.03 ADJUST AND CLEAN:
A. Operation: Re -hang or replace doors which do not swing or operate freely, as directed
by Architect.
B. Protection and Completed Work: Advise Contractor of proper procedures required for
protection of installed wood doors from damage or deterioration until acceptance of work.
END OF SECTION 08200
08200
Page 3 of 3
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SECTION 08700 - FINISH HARDWARE
PART I - GENERAL
101 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Definition: "Finish Hardware" includes items known commercially which are required for swing
doors, except special types of unique and non -matching hardware specified in the same section as
the door and door frame. Types of items -in this section include (but are not necessarily limited
to):
1. Hinges
2. Lock cylinders and key
3. Lock and latch sets
4. Bolts
5. Closers
6. Fasteners: All fasteners shall be Stainless Steel, Phillips Drive
1.03 QUALITY ASSURANCE:
Hardware supplier shall be a direct factory contract supplier who has in his employment a
certified hardware consultant (AHC) who is available at all reasonable times during the course of
the Work for project hardware consultation to the Engineer and Contractor.
A. Exit Doors: Openable at all times from the inside without the use of a key or any
special knowledge or effort.
1.04 SUBMITTALS:,
A. Product Data: Submit manufacturer's product data containing drawings or cuts of all
hardware items at same time hardware schedule is submitted. Make submittal in a neat
brochure form and include an index list of all items, with manufacturer's names and
catalog numbers. Furnish all hardware as listed.
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Page 1 of 10
' B. Hardware Schedule: Submit six copies of schedule at earliest possible date prior to
delivery of hardware but not less than 15 days prior to needing shop drawing approval..
Organize schedule into "Hardware Sets" with an index of doors and heading, indicating
complete designations of every item required for each door or opening.
' C. Templates: Furnish hardware templates to each fabricator of doors, frames and other
work to be factory prepared for the installation of hardware.
' 1.05 DELTVERY STORAGE AND HANDLING:
' A . Acceptance at Site: Individually package each unit of finish hardware complete with
proper fastening and appurtenances, clearly marked on the outside to indicate contents and
specific locations in the Work.
' B. Deliver packaged hardware items at the times and to the locations (shop or field) for
installation, as directed by the Contractor.
1,06 JOB CONDITIONS:
A. Coordination: Coordinate hardware with other work. Furnish hardware items of
proper design for use on doors and frames of the thickness, profile, swing, security and
similar requirements indicated, as necessary for proper installation and function,
regardless of omissions or conflicts in the information on the Contract Documents.
B. Installation shall conform to local governing agency security ordinance.
1,07 WARRANTY:
A. Provide factory guarantee from hardware supplier as follows:
1. Closers: Five Years.
2. All other hardware: Two Years.
FART 2 - PRODUCTS
2.01 SCHEDULED HARDWARE:
Requirements for design, grade, function, finish, size and other distinctive qualities of each type of
hardware is indicated in the Schedule.
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2.02 MANUFACTURERS:
A. Approval of manufacturers.
Item Manufacturer Acceptable Substitute
Hinges
Stanley
McKinney, Mont -Hard
Locks
Schlage
None
Panics
Von Duprin
None
Closers
LCN
None
Silencers
Hager
Builders Brass Quality
Kickplates
Hager
Builders Brass Quality
Stops & Holders
Hager
Builders Brass Quality
Thresholds
Reese
Builders Brass Quality
Seals & Bottoms
Reese
Pemko
Cabinets
Lund
None
B. Furnish all items of hardware required to complete the work in accordance with the
manufacturer's instructions. Items of hardware not specified shall be provided even
though inadvertently omitted from this specification. Items shall be of equal quality and
type.
C. Where the exact types of hardware specified are not adaptable to the finished shape or
size of the members requiring hardware, famish suitable types having as nearly as
practicable the same operation and quality of the type specified, subject to Engineer's
approval.
2,03 MATERIALS:
A. Locksets: All locksets and latchsets shall be as specified. Strikes shall be 16 gage
curved steel, bronze or brass with 2" deep box construction, and have lips of sufficient
length to clear trim and protect clothing.
1. Locks shall have minimum 1/2 inch throw. All deadbolts shall have 1-inch
minimum throw.
2. Comply with requirements of local security ordinances.
3. Lock Series and Design: Schlage D Series
B. Hinges: Outswinging exterior doors shall have non removable (NRP) pin. All hinge
open width shall be 180 degrees. Furnish hinges with Stainless Steel pins and flush
bearings.
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1 1. Furnish 3 hinges per leaf to 7 foot 6 inch height. Add one hinge for each
additional 30 inches in height or fraction thereof.
1 2. Exterior hinges with prime finish shall have Mont -Hard K base.
3. Size listed in Hardware Sets indicates height by width.
1 C. Floor hinges shall have maximum degree dead stop permitted by trim of adjacent
structure. Furnish special pins and longer spindles as may be required.
1 D. Surface Door Closers: Full rack and pinion type with removable non-ferrous case and
cast iron body. Provide sex bolts and grommets at all doors. Place Closers inside
building, stairs, and rooms. Closers shall be non -handed, non -sized, and adjustable where
1 otherwise listed.
l.Drop brackets are required at narrow head rails.
1 E. Seals: All seals shall be finished to match adjacent frame color. Solid neoprene to be
MIL Spec. R6855-CL III, Grade 40. Sponge neoprene to be MIL, Spec. R6130, Type II,
1 Group C.
F. Screws: All exposed screws shall be Stainless Steel Phillips Head.
1 G. Silencers: Furnish silencers for interior hollow metal frames, 3 for single doors, 4 for
pairs of doors. Omit where sound or light seals occur, or for fire -resistive rated door
1 assemblies.
2.04 FINISH:
1 A. Stainless Steel or match existing finish unless noted otherwise. Review with CITY
prior to using or bidding any finish other than stainless steel.
1 B. Spray door closers to match other hardware, unless otherwise noted. Do not paint
model number tags.
1 C. Color of seals to match frame color.
D. All fasteners shall be Stainless Steel
1
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2. n5 KEYING REQUIREMENTS:
A. Keying of cylinder locks shall be coordinated with the CITY / Engineer. For estimate,
use master keying charge. Keying system shall be as existing and shall be approved by
Engineer in writing. All exterior doors one KA set x 3 change keys. Stamp all keys "Do
not Duplicate" and with key number to match approved keying system. All keys to be
from brass or steel blanks.
PART 3 - EXECUTION
3.01 HARDWARE LOCATIONS:
A. Hinges:
1. Bottom Hinge: 10 inches from door bottom to bottom of hinge.
2. Top Hinge: 5 inches from door top to top of hinge.
3. Center Hinge: Center between top and bottom hinge.
B. Lock: 38 inches from finished floor to center of lever or knob.
C. Push Bar: 45 inches from bottom of door to center of bar.
D. Push Plate: 48 inches from bottom of door to center of plate.
E. Pull Plate: 42 inches from bottom of door to center of pull.
F. Closers: Mount on room side of doors only (no through bolt attachments).
3.02 INSTALLATION:
A. Install each hardware item per manufacturer's instructions and recommendations. Do
not install surface mounted items until finishes have been completed on the substrate. Set
units plumb, level and true to line and location. Adjust and reinforce the attachment
substrate as necessary for proper installation and operation.
3.03 ADJUSTING:
A. Adjust and check each operating item of hardware and each door, to ensure proper
operation or function of every unit. Replace units which cannot be adjusted to operate
freely and smoothly and to comply with all current ADA regulations.
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Page 5 of 10
3.04 SCHEDULE:
A. Numeric legend of listed manufacturers:
1. Mont -Hard.
2. Schlage Lock Company.
3. LCN Closers.
4. Hagar
5. Reese Enterprises.
6. Lund.
7. Adams Rite.
8. Rixson
9. Stanley
10. City of Newport Beach (CNB) Sign Shop
B. The items listed in the following "Schedule" of Finish Hardware shall conform
throughout to the requirements of the foregoing specification. The Mfg. column of
numbers in the Hardware Schedule below refers to the manufacturer abbreviation listed
above.
C. The Door Schedule on the Drawings indicates which Hardware Set is used with each
door.
Set No. Mfg. Description Model Number
HW-1 Doors 1,2 &19
EXISTING SINGLE DOOR TO HAVE:
10 DOOR SIGN: "MEN"
10 DOOR SIGN: "WOMEN"
10 DOOR SIGN "MEN'S LOCKER
ROOM"
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Page 6 of 10
HW-2 Doors 3,4,17,18,24 & 25
EXTERIOR
SINGLE DOOR TO RESTROOM TO HAVE:
9
(3) HINGE
4
PUSH/PULLS
(1) LOCKSET
2
DEAD BOLT
4
SURFACE CLOSER
4
STOP
5
THRESHOLD
10
DOOR SIGN: "MEN"
10
DOOR SIGN: "WOMEN"
4
KICK PLATE
HW-3 Doors 5, 28 &29
EXISTING SINGLE DOOR TO STORAGE TO HAVE
10 DOOR SIGN: "STORAGE"
HW-4 Doors 6 & 12
TERTOR SINGLE DOOR TO_STORAGE TO HAVE:
9
(3) HINGE
2
(1) LOCKSET
2
(1) DEAD BOLT
3
SURFACE CLOSER
4
STOP
5
THRESHOLD
10
DOOR SIGN: "STORAGE"
FBB 179 4 1/2"
122L
Doors 3,4,17 &18
D73PD Rhodes
Door s 24 & 25
B461P
4810
242F + Riser if Required
227A
194 Stainless Steel
FBB 179 4 1/2"
D66PD Rhodes
B461P
4810
242F + Riser if Required
272A
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HW-5 Door 7
EXTERIOR PAIR OF DOORS TO STORAGE TO HAVE•
9
(3) HINGE
2
(1) LOCKSET
2
DEAD BOLT
11
FLUSH BOLTS
3
SURFACE CLOSER
4
STOP
5
THRESHOLD
10
DOOR SIGN: "STORAGE"
HW-6 Door 8,9,10,11,26 &27
EXTERIOR SINGLE DOOR TO RESTROOM TO HAVE:
9
(3) HINGE
4
PUSH/PULLS
2
DEAD BOLT
3
SURFACE CLOSER
4
STOP
5
THRESHOLD
10
DOOR SIGN :"MEN"
10
DOOR SIGN: "WOMEN'
4
KICK PLATE
HW-7 Doors 13,14,20 &22
INTERIOR SINGLE DOOR TO RESTROOM TO HAVE:
9
(3) HINGE
4
PUSH/PULLS
2
DEAD BOLT
3
SURFACE CLOSER
4
STOP
5
THRESHOLD
10
DOOR SIGN: "MEN"
10
DOOR SIGN: "WOMEN'
FBB 179 41/2"
D66PD Rhodes
B461P
FB6W,DP2 Top & Bottom
4820
242F + Riser if Required
272A
FBB 179 4 1/2"
122L
B461P
4810
242F + Riser if Required
272A
194 Stainless Steel
FBB 179 4 1/2"
122L
B461P
4810
242F + Riser if Required
227A
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Page 8 of 10
HW-8 Door 15
EXTERIOR SINGLE DOOR TO LOUNGE TO HAVE:
9 (3) HINGE FBB 179 41/2"
2 (1) LOCKSET D70PD Rhodes
3 SURFACE CLOSER 4810
4 STOP 242F + Riser if Required
10 DOOR SIGN: "LOUNGE"
HW-9 Door 16
EXTERIOR SINGLE DOOR TO STORAGE TO HAVE•
9 (3) HINGE FBB 179 4 1/2"
2 (1) LOCKSET D80PD Rhodes
4 STOP 242F + Riser if Required
HW-10 Door 21
EXTERIOR SINGLE DOOR TO TOILET TO HAVE:
9
(3) HINGE
2
(1) LOCKSET
4
STOP
4
KICK PLATE
HW-11 Doors 30 &31
TERIOR PAIR DOORS TO ENTRY TO_HAVE:
3 SURFACE CLOSER
4 STOP
5 THRESHOLD
10 DOOR SIGN: "ACCESSIBLE"
KICK PLATE
FBB 179 4 1/2"
D40S Rhodes
242F + Riser if Required
194 Stainless Steel
4820
242F + Riser if Required
227A
See Detail $ A13.2
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Page 9 of 10
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HW-12
Door 32,33,34 & 35
EXTERIOR
SINGLE
DOOR TO RESTROOM TO HAVE:
'
3
SURFACE CLOSER
4820
4
STOP
242F + Riser if Required
5
THRESHOLD/RAMP
1.25FA & 1.25 MRA
'
10
DOOR SIGN: "MEN'
10
DOOR SIGN: "WOMEN'
'
HW-13
Doors 36,37,38,39,40,41,42,43,44,45,46,47
& 48
'
EXTERIOR
SINGLE
DOOR TO CLASSROOM TO HAVE:
2
LOCK
D70PD Rhodes
3
SURFACE CLOSER
4820
4
STOP
242F + Riser if Required
5
THRESHOLD
Field Verify Size
227A or 229A
'
10
DOOR SIGN:
Provide new text as
described by Oasis Staff.
'
HW-14
MISCELLANEOUS
2
KEYBLANKS 24
2
MASTER KEYS 2
END OF
SECTION 08700
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SECTION 08800 - GLASS AND GLAZING
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Definitions: "Glass" includes prime glass, processed glass, and fabricated glass products.
"Glazing includes glass installation and materials used to install glass. Types of work in this
section include glass and glazing for:
A. Window units
1.03 QUALITY ASSURANCE:
A. Prime Glass Manufacturer: One of the following for each type/color/pattern of glass:
1. Ford Glass Company
2. Libbey-Owens-Ford Company
3. PPG Industries, Inc.
B. Prime Glass Standard: FS DD-G-451.
1.04 SUBMITTALS:
Product Data: Submit manufacturer's technical data for each glazing material and fabricated glass
product required including installation and maintenance instructions.
PART 2 - PRODUCTS
2.01 GLASS PRODUCTS:
A. Clear Float Glass: Type I, Class 1, quality 3, 1/4" thick.
B. Clear Tempered Float Glass: Grade B, Style I, Typel, Class 1, quality 3, 1/4" thick.
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2.02 GLAZTNG SEALANTS AND COMPONENTS:
A. General: Provide color of exposed sealant1compound indicated or if not otherwise
indicated, as selected by Engineer from manufacturer's standard colors. Comply with
manufacturer's recommendations for selection of hardness, depending upon the location
of each application, conditions at time of installation, and performance requirements as
indicated. Select materials, and variations or modifications, carefully for compatibility
with surfaces contacted in the installation.
B. 1-Part Silicone Rubber Glazing Sealant: Elastomeric silicone sealant complying with
FS TT-S-001543,Class A, non -sag. Provide acid type recommended by manufacturer
where only nonporous bond surfaces are contacted; provided nonacid type recommended
by manufacturer where one or more porous bond surfaces are contacted.
C. Oleo -Resinous Glazing Compound: Oil based glazing compound; nonstaining and
non bleeding; provide proper type as required for either channel or face glazing; comply
with FS TT-G-410 for face glazing compound.
D. Vinyl Foam Glazing Tape: Closed cell, flexible,self-adhesive, non -extruding,
polyvinyl chloride foam tape; recommended by manufacturer for exterior, exposed,
watertight installation of glass, with only nominal pressure in the glazing channel; comply
with ASTM D 1667.
2.03 MISCELLANEOUS GLAZING MATERIALS:
A. Cleaners, Primers and Sealers: Type recommended by sealant or gasket
manufacturer.
B. Setting Blocks: Neoprene or EPDM, 70-90 durometer hardness, with proven
compatibility with sealants used.
C. Spacers: Neoprene or EPDM, 40-50 durometer hardness with proven compatibility
with sealants used.
PART 3 - EXECUTION
3.01 STANDARDS AND PERFORMANCE:
A. Watertight and airtight installation of each glass product is required, except as
otherwise shown. Each installation must withstand normal temperature changes, wind
loading, without failure including loss of breakage of glass, failure of sealants or gaskets
to remain watertight and airtight, deterioration of glazing materials and other defects in the
work. Each glass installation will be tested before acceptance of installation. Leaks
indicated by water testing will be grounds for rejection of glazing installation.
08800
Page 2 of 4
II
B. Protect glass from edge damage during handling and installation, and subsequent
operation of glazed components -of the work. 'During installation, discard units with
significant edge damage or other imperfections.
C. Comply with combined recommendations and technical reports by manufacturers of
glass and glazing products as used in each glazing channel, and with recommendations of
Flat Glass Marketing Association "Glazing Manual," except where more stringent
requirements are indicated.
3.02 PREPARATION FOR GLAZING:
A. Clean glazing channel and other framing members to receive glass, immediately
before glazing. Remove coatings which are not firmly bonded to substrate.
Remove lacquer from metal surfaces where elastomeric sealants are used.
B. Apply primer or sealant to joint surfaces where recommended by sealant
manufacturer.
3.03 GLAZING:
A. Install setting blocks of proper size in sill rabbet, located 1/4th of glass width from
each corner. Set blocks in thin course of heel -bead compound, if any.
B. Provide spacers inside and out, of proper size and spacing, for glass sizes larger than
50 united inches, except where gaskets or preshimmed tapes are used for glazing. Provide
1/8" minimum bite of spacers on glass and use thickness equal to sealant width, except
with sealant tape use thickness slightly less than final compressed thickness of tape.
C. Tool exposed surfaces of glazing liquids and compounds to provide a substantial
"wash" away from glass. Install pressurized tapes and gaskets to protrude slightly out of
channel, so as to eliminate dirt and moisture pockets.
' D. Clean and trim excess glazing materials from glass and stops or frames promptly after
installation, and eliminate stains and discolorations.
' E. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant
or gasket on opposite side, provide adequate anchorage to ensure that gasket will not
' "walk" out when installation is subjected to movement. Anchor gasket to stop with
matching ribs, or by proven adhesives, including embedment of gasket tail in cured heel
bead.
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' 08800
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' 3.04 CURE, PROTECTION AND CLEANING:
A. Protect exterior glass from breakage immediately -upon installation, by use of crossed
' streamers attached to framing and held away from glass. Do not apply markers to
surfaces of glass. Remove non -permanent labels and clean surfaces. Cure sealants for
high early strength and durability.
' B. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in
other ways during construction period, including naturalcauses, accidents and vandalism.
C. Wash and polish glass on both faces not more than 4 days prior to date scheduled for
inspections intended to establish date of substantial completion in each area of project.
' Comply with glass product manufacturer's recommendations for final cleaning.
END OF SECTION 08800
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SECTION 09250 - GYPSUM DRYWALL
PART 1 - GENERAL
1,01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Interior and exterior drywall where shown on drawings, finished to a smooth level surface ready
for finish treatment of paint or wall covering.
1.03 OUALJTY ASSURANCE:
A. Gypsum Board material, methods, and installation shallcomply to standard
Architectural Specifications as printed by "United States Gypsum Company". Where
drawings or specifications do not specifically indicate requirement, the USG
Specifications shall apply. This will include materials, application, details, finishing and
workmanship.
1.04 SUBMITTALS:
Product Data: Submit manufacturer's product specifications and installation instructions for each
gypsum drywall component.
1.05 JOB CONDITIONS:
Environmental Conditions: Comply with referenced standards.
PART 2 - PRODUCTS
2,01 GYPSUM BOARD:
Provide types as indicated and required in maximum lengths available to minimize joints.
A. Gypsum Board ASTM C 36, 5/8" thick.
B. Water Resistant ASTM C 630, 5/8" thick. "Greenboard" or equal
C. Exterior ASTM C 931, 5/8" thick.
09250
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D. Type:
' 1. Regular, tapered unless otherwise indicated.
' 2. Type'X' for fire resistance assemblies. (One hour minimum rating)
3. Water resistant "Greenboard" at all restroom or "wet" locations.
' 2.02 TRIM ACCESSORIES:
' A. General: ASTM C 840 provide manufacturer's standard trim accessories of types
indicated for drywall work, formed of zinc alloy unless otherwise indicated.
' 2.03 JOINT TREATMENT MATERIALS:
A. General: ASTM C 473; type recommended by the manufacturer for the application
indicated, except as otherwise indicated.
' B. Joints, fastener, corners and trim shall be feathered out onto panel face and sanded
smooth so as to not be visible when surface finishes are applied over gypsum board.
2,04 MISCELLANEOUS MATERIALS:
' A. General: Provide auxiliary materials for gypsum drywall work of the type and grade
recommended by the manufacturer of the gypsum board.
' B. Gypsum Board Fasteners: Comply with GA-216. (Screw attachments only, nailing
of board is not acceptable.)
' C. Concealed Acoustical Sealant: USG Acoustical Sealant.
2.05 FINISHES:
A. Primer: Of type recommended by manufacturer of texture finish.
' PART 3 - EXECUTION
3.01 GENERAL GYPSUM BOARD INSTALLATION REOUIREMENTS:
' A. Pre -Installation Conference: Meet at the project site with the installers of related work
and review the coordination and sequencing of work to ensure that everything to be
' concealed by gypsum drywall has been accomplished, and that chases, access panels,
openings, supplementary framing and blocking and similar provisions have been
completed.
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B. Gypsum Panel Erection shall comply with USG printed specifications. Place panels
parallel to framing. Attach panels to framing supports by power driven USG screws.
C. Accessories: Joint system, corner beads, meter trim, screws and miscellaneous shall
conform to USG printed specifications.
D. Isolate drywall construction from abutting structural and masonry work; provide edge
trim and acoustical sealants as recommended by manufacturer.
E. Install wall/pardtion boards vertically to avoid end -butt joints wherever possible.
F. Install water resistant gypsum board where required by code in all wet areas, restroom
interiors, and typical all walls in wet areas.
3.02 FINISHES:
Gypsum Board surfaces that are exposed to view shall match the immediate adjacent drywall
surface.
3.03 PROTECTION OF WORK:
Installer shall advise Contractor of required procedures for protecting gypsum drywall work from
damage and deterioration during remainder of construction period.
END OF SECTION 09250
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SECTION 09300 - TILE
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1,02 DESCRIPTION OF WORK:
A. Definitions: Tile includes ceramic surfacing units made from clay or other ceramic
materials. The types or work of this section include:
1. Ceramic Mosaic Tile.
2. Glazed Ceramic Tile.
3. Ceramic Floor Tile.
1.03 QUALITY ASSURANCE:
A. Manufacturer: Provide products by one of the following for each type of tile:
1. American Olean Tile.
2. Dal -Tile
B. Tile Manufacturing Standard: TCA 137.1 Furnish tile complying with Standard
Grade requirements unless indicated otherwise.
Provide materials obtained from one source for each type and color of tile, grout, and
setting materials.
1.04 SUBMITTALS:
A. Product Data: Submit manufacturer's product data and installation instructions for
materials required.
B. Certification: Furnish Master Grade Certificate for each type of tile, signed by
manufacturer and Installer.
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C. Samples: Submit 3 samples of each type, color, and texture of tile mounted on 12"
square backing with joints grouted. And one sample of cove, base, or special file
accessory such as corners to match.
2.01 CERAMIC:
A. Furnish porcelain type, with all-purpose edges and patterns to be selected on basis of
American Olean Price Range B, Master -Set mounted.
B. Size:
1. As required for replacement of existing tile.
C. Verify color with Engineer and CITY.
2.03 MORTAR AND GROUT:
A. Dry -Set Mortar: Factory sanded Portland cement and additives; ANSI A 118.1. Use
only the type of dry -set mortar to set types of tile for which they are labeled.
B. Latex -Portland Cement Mortar: Latex modified Portland cement dry -set mortar;
ANSI A 118.4.
C. Commercial Cement Grout: Proprietary compound of Portland cement and additives,
factory blended to decrease shrinkage and increase moisture resistance. Color as selected
by Architect from manufacturer's standard.
D. Products offered by manufacturers to comply with requirements include the
following:
1. Hydroment Ceramic Tile Grout Joint filler: The Upco Co.JUSM Corp.
2. L&M Acid-R Grout; L&M-Surco Mfg. Inc.
PART 3 - EXECUTION
3,01 TILE INSTALLATION STANDARDS:
A. ANSI Standards: Comply with applicable requirements of the following, except as
otherwise indicated.
1. ANSI A108.1: Tile installed with Portland cement mortar.
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2. ANSI A108.05: Tile installed with dry -set Portland cement mortar or latex -
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Portland cement mortar.
B. Comply with manufacturer's instructions for mixing and installation of proprietary
materials.
'
3,02INSTALLATION:
A. Extend tile work into recesses and under or behind equipment and fixtures, to form a
complete covering without interruptions, except as otherwise shown. Terminate work
neatly at obstructions, edges and comers without disrupting pattern or joint alignments.
B. Accurately form intersections and returns. Perform cutting and drilling of tile without
marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish or built-in
items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures and
other penetrations so that plates, collars, or covers overlap tile.
'
C. Placement Methods: Install tile using the following setting beds as shown or
scheduled. If not otherwise indicated, use Portland cement mortar where thickness and
substrate permits.
1. Thin -set Installations:
a. Dry -set Portland cement mortar or latex -Portland cement mortar.
2. Mortar Bed Installations:
a. Set tile into 1/2" mortar bed with mesh reinforcement or on
"Wonderboard" underlayment or approved equal.
D. Jointing Pattern: Unless otherwise shown, lay tile in grid pattern. Align joints when
adjoining tiles on floor, base, walls and trim are same size. Layout tile work and center
tile fields in both directions in each space of on each wall area. Adjust to minimize tile
cutting. Provide uniform joint widths, unless otherwise shown.
E. Grout:
1. Use commercial cement grout for grouting tile wall joints, unless otherwise
shown. Color to match adjacent tile as selected by the engineer.
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3.03 CLEANING AND PROTECTION:
A. Cleaning: Upon completion of placement and grouting, clean all tile surfaces so they
are free of foreign matter. Unglazed tile may be cleaned with acid solutions only when
' permitted by tile and grout manufacturer's printed instructions, but not sooner than 14
days after installation. Protect metal surfaces, cast iron and vitreous plumbing fixtures
from effects of acid cleaning. Flush surface with clean water before and after cleaning.
' B. Finished Tile Work: Leave finished installation clean and free of cracked, chipped,
broken, unbonded, or otherwise defective tile work.
' C. Protection: When recommended by tile manufacturer, apply a protective coat of
neutral protective cleaner to completed tile walls and floors. Protect installed tile work
' with Kraft paper or other heavy covering during construction period to prevent damage
and wear. Prohibit foot and wheel traffic from using tilted floors for at least 3 days after
grouting is completed. Before final inspection, remove protective coverings and rinse
neutral cleaner from file surfaces.
1 END OF SECTION 09300
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SECTION 09650 - RESILIENT FLOORING
PART 1 - GENERAL
' 1,01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
' Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
' Extent of resilient flooring and accessories is shown on drawings and in schedules.
1.03 QUALITY ASSURANCE:
' A. Product Data: Submit 4 copies of manufacturer's technical data and installation
instructions for each type of resilient tile flooring and accessory.
B. Samples: Submit 4 sets of samples of each type, color, and finish of resilient flooring
and accessory required, indicating full range of color and pattern variation.
C. Maintenance Instructions: Submit 4 copies of manufacturer's recommended
maintenance practices for each type of resilient flooring and accessory required.
' D. Replacement Material: After completion of work, deliver to project site replacement
materials same as materials installed, and as follows:
' E. Sheet flooring, as requested by Engineer for future maintenance.
' 1.05 JOB CONDITIONS:
A. Install resilient flooring and accessories after other finishing operations, including
painting, have been completed. Moisture content of concrete slabs and environmental
conditions must be within limits recommended by manufacturer of products being
installed.
' PART 2 - PRODUCTS:
2,01 MATERIALS:
1 A. Colors and Patterns: To match existing flooring as selected by CITY.
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Page 1 of 3
B. Resilient Flooring:
1. Sheet Vinyl Flooring as manufactured by Armstrong World Industries and
complying to Federal Specification SS-T-312B, Type IV.
2. Size: Thickness to match existing sheet flooring.
3. Base:
a. Cove sheet flooring at all base locations dimensions shall be 4" unless
shown different on drawings.
C. Rubber Base:
1. Rubber top set cove base and carpet base as manufactured by Burke Flooring
Products and complying to Federal Specification SS-W-40a, Type I. Base will be
selected by the Engineer from the Commercial Series or to match existing
conditions.
2. Sizes: To match existing
D. Adhesives (Cements): Waterproof, stabilized type as recommended by flooring
manufacturer to suit material and substrate conditions.
E. Concrete Slab Primer: Non -staining type as recommended by flooring manufacturer.
F. Reducing Strip: 1" x 3/32" black, rubber.
PART 3 - EXECUTION
3.01 INSPECTION
Installer must examine areas and conditions under which resilient flooring and accessories are to
be installed and must notify Contractor in writing of conditions detrimental to proper and timely
completion of work. Do not proceed with work until unsatisfactory conditions have been
corrected in manner acceptable to Installer.
3,02 PREPARATION:
A. Broom clean or vacuum surfaces to be covered, and inspect subfloor. Start of flooring
installation indicates acceptance of subfloor conditions and full responsibility for
completed work.
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' 1. Use leveling compound as recommended by flooring manufacturer for filling
small cracks and depressions in subfloors.
2. Perform moisture tests on concrete slabs to determine that concrete surfaces are
' sufficiently cured and ready to receive flooring.
3. Apply concrete slab primer, if recommended by flooring manufacturer, prior to
application of adhesive. Apply in compliance with manufacturer's directions.
3.03 INSTALLATION:
A. General:
1. Place flooring with adhesive cement in strict compliance with manufacturer's
recommendations. Butt tightly to vertical surfaces, thresholds, nosings, and
edgings. Scribe around obstructions to produce neat joints, laid tight, even, and
straight. Extend flooring into toe spaces, door reveals, and into closets and similar
openings.
B. Accessories:
' 1. Apply resilient base to walls, columns, pilasters, casework and other permanent
fixtures in rooms or areas where base is required. Install base in lengths as long as
practicable, with preformed corner units, with mitered or coped inside corners.
Tightly bond base to backing throughout length of each piece, with continuous
contact at horizontal and vertical surfaces. In no case should pieces shorter than
' 30" be used.
3.04 CLEANING AND PROTECTION:
A. Remove any excess adhesive or other surface blemishes, using neutral type cleaners as
recommended by flooring manufacturer.
B. Finishing: After completion of project and just prior to final inspection of work,
thoroughly clean floors and accessories.
' C. Apply polish and buff, with type of polish, apply two coats, and buffing procedures in
compliance with flooring manufacturer's instructions. Polish to be approved by the
engineer before application.
END OF SECTION 09650
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SECTION 09782 - DETECTABLE WARNING SURFACES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
' 1.02 DESCRIPTION OF WORK:
Extent of detectable warning surfaces is shown on drawings.
1.03 QUALITY ASSURANCE:
A. Product Data: Submit 4 copies of manufacturer's technical data and installation
instructions for each type of warning surface.
' B. Samples: Submit 4 sets of samples of each type, color, and finish of warning surface.
and accessory required, indicating full range of color and pattern variation.
' C. Maintenance Instructions: Submit 4 copies of manufacturer's recommended
maintenance practices for each type of resilient flooring and accessory required.
1.05 JOB CONDITIONS:
A. Install warning surface after other finishing operations have been completed. Moisture
content of concrete slabs and environmental conditions must be within limits
recommended by manufacturer of products being installed.
' PART 2 - PRODUCTS:
2.01 MATERIALS:
A. Colors and Patterns: Color of detectable warning surface material to be yellow
#33538,
B. Detectable Warning Tiles:
1. Detectable Warning Tiles as manufactured by Carsonite International and
complying to Americans with disabilities Act (ADA) of 1990 and California State
Accessibility Standards (Title 24 CAC).
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' 2. Type: Type to be Rubber (Resilient Raised dome 24"x48" xl/4" with edge lip
on two sides for overlay applications.
3. Size: Size of finished installation is indicated on the drawings. Tiles shall be
matched, cut and installed to finished size with edge condition at all four sides no
cut edges will be allowed.
' C. Adhesives (Cements): Waterproof, stabilized type as recommended by manufacturer
to suit material and substrate conditions.
' D. Concrete Slab Primer: Non -staining type as recommended by flooring manufacturer.
PART 3 - EXECUTION
3.01 INSPECTION
Installer must examine areas and conditions under which warning surface and accessories are to
be installed and must notify Contractor in writing of conditions detrimental to proper and timely
completion of work. Do not proceed with work until unsatisfactory conditions have been
corrected in manner acceptable to Installer.
3,02 PREPARATION:
' A. Broom clean or vacuum surfaces to be covered. Start of warning surface installation
indicates acceptance of conditions and full responsibility for completed work.
' 1. Perform moisture tests on concrete slabs to determine that concrete surfaces are
sufficiently cured and ready to receive flooring.
' 2. Apply concrete slab primer, if recommended by flooring manufacturer, prior to
application of adhesive. Apply in compliance with manufacturer's directions.
' 3.03 INSTALLATION:
A. General:
' 1. Place flooring with adhesive cement in strict compliance with manufacturer's
recommendations. Butt tightly to vertical surfaces and edgings. Scribe to produce
neat joints, laid tight, even, and straight.
' 3.04 CLEANING AND PROTECTION:
' A. Remove any excess adhesive or other surface blemishes, using neutral type cleaners as
recommended by manufacturer.
09782
' Page 2 of 2
END OF SECTION 09782
09782
Page 3 of 2
SECTION 09900 - PAINTING
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1,02 DESCRIPTION OF WORK:
' A. Extent of painting work is shown on drawings and as herein specified.
' B. The work includes painting and finishing of interior and exterior exposed items and
surfaces throughout project, except as otherwise indicated. Surface preparation, priming
and coats of paint specified are in addition to shop priming and surface treatment specified
under other sections of work.
C. "Paint" as used herein means all coating systems materials, including primers,
emulsions, enamel, stains, sealers and fillers; and other applied materials whether used as
prime, intermediate or finish coats.
D. Paint exposed surfaces whether or not colors are designated in "schedules", except
where natural finish of material is specifically noted as a surface not to be painted. Where
items or surfaces are not specifically mentioned, paint same as adjacent similar materials
or areas. If color or finish is not designated, Engineer will select these from standard
colors available for materials systems specified.
E. Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is
included under various sections for structural steel, miscellaneous metal, hollow metal
work, and similar items.
F. Prefinished Items: Unless otherwise indicated, do not include painting when factory
finishing or installer finishing is specified for such items as (but not limited to) metal toilet
enclosure, prefinished partition systems, acoustic materials, architectural woodwork and
casework, finished mechanical and electrical equipment including light fixtures, doors and
equipment.
G.Do not paint over any code required labels, such as Underwriter's Laboratories and
Factory Mutual, or any equipment identification, performance rating, name, or
nomenclature plates.
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1.03 SUBMITTALS:
A. Product Data: Submit manufacturer's technical information including paint label
analysis and application instructions for each material proposed for use.
B. Samples: Submit samples for Engineer's review of color and texture only. Provide a
listing of material and application for each coat of each finish sample.
1,04 DELIVERY AND STORAGE:
A. Deliver materials to job -site in original, new and unopened packages and containers
bearing manufacturer's name and label.
B. Store paint material in clean, safe area that will not be hazardous to workman, or
project. Storage and handling shall comply with manufacturer's recommendations.
1.05 JOB CONDITIONS:
A. Apply paint and paint products only when temperatures of surface and surrounding air
temperatures and condition conform to paint manufacturer's printed requirements.
PART 2 -.PRODUCTS
2.01 COLORS AND FINISHES:
A. Paint colors in all cases shall match the existing oolor unless noted otherwise, surface
treatments, and finishes, are indicated in "drawings" of the contract documents.
B. Prior to beginning work Engineer will furnish color chips for surfaces to be painted.
Color will be custom blended, as selected by Engineer. Use represented colors when
preparing samples for review.
C. Color Pigments: Pure, non -fading, applicable types to suit substrates and service
indicated.
D. Paint Coordination: Provide finish coats which are compatible with prime paints used.
Review other sections of these specifications in which prime paints are to be provided to
ensure compatibility of total coatings system for various substrates. Upon request from
other trades, furnish information on characteristics of finish materials proposed for use, to
ensure compatible prime coats are used. Provide barrier coats over incompatible primers
or remove and re -prime as required. Notify Engineer in writing of any anticipated
problems using specified coating systems with substrates primed'by others.
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2,02 MATERIAL QUALITY:
A. Provide best quality grade of various types of coatings as regularly manufactured by
acceptable paint materials manufacturers. Materials not displaying manufacturer's
identification as a standard, best grade product will not be acceptable.
1. Proprietary names used to designate colors or materials are not intended to
imply that products of name manufacturers are required to exclusion of equivalent
products of other manufacturers.
2. Manufacturer's shall be one, of the following:
a. Sinclair Paint Co.
b. Dunn -Edwards Paint Co.
B. Provide undercoat paint produced by same manufacturer as finish coats. Use only
thinners approved by paint manufacturer, and use only within recommended limits.
2.03 EXTERIOR PAINT SYSTEMS (EPS):
A. Provide the following paint systems for various substrates as indicated (on the
drawings and specified herein).
PI Gypsum Wallboard
1st Coat: Alklyd Sealer (White)
2nd Coat: &3rd Coat: Exterior Flat Acrylic Emulsion.
P2 Concrete and Masonry
1st Coat: Smooth Latex Block Filler
2nd Coat: Exterior Flat Vinyl Acrylic Latex
P3 Ferrous Metal:
1st Coat: Alkyd Inhibitive Primer.
2nd Coat: Alkyd Undercoat
3rd Coat: Exterior Gloss Alkyd Enamel.
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2 04 INTERIOR PAINT SYSTEMS (IPS):
Provide the following paint systems for various substrates as indicated on the drawings and
specified herein.
P1 Gypsum Drywall (DW), Flat:
1st Coat: Latex Primer. (White)
2nd Coat & 3rd Coat: Flat Vinyl Enamel.
P2 Gypsum Drywall (DW), Eggshell:
1st Coat: Latex Primer. (White)
2nd Coat &3rd Coat: Synthetic Alkyd Low Sheen Enamel.
P3 Gypsum Drywall (DW),Semi Gloss:
1st Coat: Latex Primer. (White)
2nd Coat &3rd Coat: Gloss Alkyd Enamel.
P4 Gypsum Drywall (DW) Gloss:
1st Coat: Latex Primer. (White)
2nd Coat &3rd Coat: Gloss Alkyd Enamel.
P5 Wood; Gloss:
lst Coat: Interior Enamel Undercoater.
2nd Coat &3rd Coat: Gloss Alkyd Enamel.
PART 3 - EXECUTION
3.01 INSPECTION:
A. Applicator must examine areas and conditions under which painting work is to be
applied and notify Contractor in writing of conditions detrimental to proper and timely
completion of work. Do not proceed with work until unsatisfactory conditions,have been
corrected in a manner acceptable to Applicator.
B. Starting of painting work will be construed as Applicator's acceptance of surfaces and
conditions within any particular area.
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C. Do not paint over dirt, rust, scale,, grease, moisture, scuffed surfaces, or conditions
otherwise detrimental to formation of a durable paint film.
3.02 SURFACE PREPARATION:
A. General: Perform preparation and cleaning procedures in accordance with paint
manufacturer's instructions and, as herein specified, for each particular substrate condition.
B. Remove hardware, hardware accessories, old wallcoverings, machined surfaces,
plates, lighting fixtures, and similar items in place and not to be finish painted, or provide
surface applied protection prior to surface preparation and painting operations. Remove, if
necessary, for complete painting of items and adjacent surfaces. Following completion of
painting of each space or area, reinstall removed items.
C. Touch-up shop -applied prime coats wherever damaged or bare, where required by
other sections of these specifications. Clean and touch-up with same type shop primer.
D. Galvanized & Aluminum: Clean free of oil and surface contaminants with non -
petroleum based solvent.
3.03 MATERIALS PREPARATION:
A. Mix and prepare painting materials in accordance with manufacturer's directions.
B. Store materials not in actual use in tightly covered containers. Maintain containers
used in storage, mixing and application of paint in a clean condition, free of foreign
materials and residue.
C. Stir materials before application to produce a mixture of uniform density, and stir as
required during application. Do not stir surface film into material. Remove film, and, if
necessary, strain material before using.
3.04 APPLICATION:
A. General: Apply paint in accordance with manufacturer's directions. Use applicators
and techniques best suited for substrate and type of material being applied.
1. Apply additional coats when undercoats, stains or other conditions show
through final coat of paint, until paint film is of uniform finish, color and
appearance. Give special attention to insure that surfaces, including edges, corners,
crevices, welds, and exposed fasteners receive a dry film thickness equivalent to
that of flat surfaces.
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2.Finish exterior doors on tops, bottoms and side edges same as exterior faces,
unless otherwise indicated.
3. Plastic faced doors are to have top, bottom and both side edges painted to
match face color.
4. Sand lightly between each succeeding enamel coat.
5. Omit first coat (primer) on metal surfaces which have been shop -primed and
touch-up painted, unless otherwise indicated.
6. Paint textures on similar adjacent surfaces to match. Example: if door faces
have paint roller texture, door frames shall match roller texture (not brush texture).
B. Scheduling Painting: Apply first coat material to surfaces that have been cleaned, pre-
treated or otherwise prepared for painting as soon as practicable after preparation and
before subsequent surface deterioration.
C. Minimum Coating Thickness: Apply materials at not less than manufacturer's
recommended spreading rate, to establish a total dry film thickness as indicated or, if not
indicated, as recommended by coating manufacturer.
D. Prime Coats: Apply prime coat of material which is required to be painted or finished,
and which has not been prime coated by others. Recoat primed and sealed surfaces where
there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with
no burn -through or other defects due to insufficient sealing.
E. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth
surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays,
laps, brush marks, runs, sags, ropiness or other surface imperfections will not be
acceptable.
F. Completed Work: Match approved samples for color, texture and coverage. Remove,
refinish or repaint work not in compliance with specified requirements.
3,05 CLEAN-UP AND PROTECTION:
A. Clean -Up: During progress of work, remove from site discarded paint materials,
rubbish, cans and rags at end of each work day. NO DEBRIS FROM PAINTING OR
OTHER OPERATIONS IS TO BE PLACED INTO CITY TRASH CONTAINERS.
B. Protection: Protect work of other trades, whether to be painted or not, against damage
by painting and finishing work. Correct any damage by cleaning, repairing or replacing,
and repainting, as acceptable to Engineer.
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' 1. Provide "Wet Paint" signs as required to protect newly painted finishes.
Remove temporary protective wrappings provided by others for protection of their
work, after completion of painting operations.
2. At the completion of work of other trades, touch-up and restore all damaged or
defaced painted surfaces.
' END OF SECTION 09900
II
SECTION 10160 - TOTLET PARTITIONS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
' Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
' A. Extent of toilet partition work required is shown on drawings, include partitions, trim
and installation.
' 1.03 QUALITY ASSURANCE:
A. Field Measurements: Take field measurements prior to preparation of shop drawings
and fabrication where possible, to ensure proper fitting of work. However, allow for
adjustments within specified tolerance wherever taking of field measurements before
fabrication might delay work.
B. Coordination: Furnish inserts and anchorages which must be built into other work for
installation of toilet partitions and related work.
' C. Manufacturer: Provide toilet partitions and screens produced by one of the following:
1. Global Steel Products Corp.
2. The Mills Company
3. Bobrick
1.04 SUBMITTALS:
A. Product Data: Submit manufacturer's detailed technical data for materials, fabrication,
and installation, including catalog cuts of anchors, hardware, fastenings, and accessories.
PART 2 - PRODUCTS
2.01 MATERIALS:
A. General: Provide materials which have been selected for surface flatness and
smoothness. Exposed surfaces which exhibit pitting, seam marks, roller marks, stains,
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discolorations, telegraphing of core material, or other imperfections on finished units are
not acceptable.
B. Partitions shall be Floor Braced, Series 500, as manufactured by the Mills
Compartment Company. If it is determined by CITY that floor bracing does not provide
rigid, non-moving panels, ceiling braces may be required.
C. Hardware and Accessories: Manufacturer's standard design, heavy-duty operating
hardware and accessories including hinges, latch and keeper, coat hook and door pull. All
hardware and fasteners shall be Stainless Steel. All doors shall have a manufacturers
provided coat hook.
2,02 FABRICATION:
A. General:
1. Furnish standard doors, panels, screens, and pilasters fabricated for partition
system, unless otherwise indicated. Furnish units with cutouts, drilled holes, and
internal reinforcement to receive partition -mounted hardware, accessories, and
grab bars, as indicated.
2,03 FINISHES:
A. Solid Phenolic material panels at all locations. Color as selected by Engineer.
PART 3 - EXECUTION
3,01 INSPECTION:
Installer must examine areas and conditions under which toilet partitions and related items are to
be installed, including supporting anchors and supports installed by others, and must notify
Contractor in writing of conditions detrimental to proper and timely completion of work. Do not
proceed with work until unsatisfactory conditions have been corrected in manner acceptable to
Installer.
3.02 INSTALLATION:
A. General: Comply with manufacturer's recommended procedures and installation
sequence. Install partitions rigid, straight, plumb, and level. Provide clearances of not
more than 1/2" between pilasters and panels, and not more than 1" between panels and
walls. Secure panels to walls with not less than two stirrup brackets attached near top and
bottom of panel. Locate wall brackets so that holes for wall anchorages occur in tile joints
if applicable. Secure panels to stirrup brackets located to align with stirrup brackets at
wall. Secure panels in position with manufacturer's anchoring devices.
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3.03 ADJUST AND CLEAN:
A. Hardware Adjustment: Adjust and lubricate hardware for proper operation. Set
hinges on in swinging doors to hold open approximately 30 degrees from closed position
when unlatched. Set hinges on out swinging doors (and entrance swing doors) to return
to fully closed position.
B. Clean exposed surfaces of partition systems using materials and methods
recommended by manufacturer, and provide protection as necessary to prevent damage.
Remove all shipping labels, plastic protection coverings, etc. from surfaces prior to
cleaning.
END OF SECTION 10160
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SECTION 10400 - IDENTIFYING DEVICES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK
Extent of plaques is indicated on drawings and/or specified herein.
1.03 QUALITY ASSURANCE:
Drawing and specifications are based on one manufacturer's standard products. Another standard
system of similar and equivalent nature will be acceptable when differences do not materially
detract from -design concept or intended performance, as judged solely by Engineer.
1.04 SUBMITTALS
Product Data: Submit manufacturer's technical data and installation instructions for plaques.
PART 2-PRODUCTS
All signage shall comply with the current Federal Register ADA guidelines with contrasting
colors as indicated on the drawings and shall have Raised Braille symbols to companion the
raised letter text. A Braille to text chart shall be provided for field verification of Braille symbols.
2.01 MANUFACTURER
Subject to compliance with requirements, provide products that comply with all aspects of the
current title 24 and ADA guidelines. Contractor shall consult with the CITY sign department for
all signs as the first manufacturer option. If signage is not obtained from C= department
contractor shall then provide submittal of other manufacturer. Manufacturer shall be the
Contractor's responsibility and the Engineer has the right to reject suppliers that do not meet the
City Standards for signage. All signage shall be designed for high traffic and durability and shall
be suited for the application intended (indoor or outdoor). If signage is obtained from CITY
contractor will be responsible for installation and content as well as coordination with the CITY
sign department.
Contact Person at th ITY sign shop: George Mill' I. (714) 644-3072
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Page 1 of 2
2.02 MATERIALS
' A. Toilet Room Plaques
B. Entry Door Signs
' C. Exterior Signage
PART 3 - EXECUTION
' 3,01 INSTALLATION
Install units plumb and level, in locations and with mountings as shown on the drawings and/or
specified herein and in accordance with manufacturer's installation instructions. Save all existing
signs that will not be reused on the site. Return to CITY for reuse elsewhere.
' 02 CLEANING AND PROTECTION
At completion of installation, clean surfaces in accordance with manufacturer's instructions.
Protect units from damage until acceptance by Engineer. Signs with broken or damaged symbols
and/or Braille printing will be rejected as non -conforming.
' END OF SECTION 10400
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' SECTION 10800 -TOILET AND BATH ACCESSORIES
PART I - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Extent of each type of toilet accessory is shown on drawings and schedules.
1.O3QUALITY ASSURANCE:
A. Accessory Locations: Coordinate accessory locations with other work to avoid
interference and to assure proper operation and servicing of accessory units. Install all
accessories within ADA guidelines for reach and location.
B. Products: Provide products of same manufacturer for each type of accessory unit and
for units exposed in same areas, unless otherwise acceptable to Engineer.
C. Manufacturer: Provide toilet accessories as manufactured by Bobrick Washroom
Equip., Inc.
D. Manufacturer: Provide diaper changing table as manufactured by Four D Incorporated
Apple Valley MN (800) 538-6558.
E. All products shall be stainless steel (polished finish) and installed with stainless steel
fasteners typical throughout unless noted otherwise. Partitions for the Oasis senior center
shall be solid Phenolic material.
1.04 SUBMITTALS:
Product Data: Submit manufacturer's technical data and installation instructions for each toilet
accessory.
PART 2-PRODUCTS
2.01 SCHEDULE OF TOILET ACCESSORIES:
A. Manufacturer: Model numbers of toilet accessories listed.are those of Bobrick
Washroom Equipment, Inc. Refer to the Drawings for the model and number of each
selected piece of equipment.
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B. Manufacturer: Model number of diaper changing table is Model No. 605 as
manufactured by Four D Incorporated.
PART 3 - EXECUTION
3.01 INSPECTION:
Installer must examine substrates, previously installed inserts and anchorages necessary for
mounting of toilet accessories, and other conditions under which installation is to occur, and must
notify Contractor in writing of conditions detrimental to proper and timely completion of work.
Do not proceed with work until unsatisfactory conditions have been corrected in manner
acceptable to Installer.
3.02 INSTALLATION:
Install toilet accessory units in accordance with manufacturer's instructions, using fasteners which
are appropriate to substrate and recommended by manufacturer of unit. Install units plumb and
level, firmly anchored in locations indicated. All fasteners shall be Stainless Steel. All fixtures
shall be caulked around mounting perimeter with matching exterior grade caulk.
3.03 ADJUST AND CLEAN:
A. Adjust toilet accessories for proper operation and verify that mechanisms function
smoothly.
B. Clean and polish all exposed surfaces after removing protective coatings.
END OF SECTION 10800
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SECTION 15400 - PLUMBING
PART 1 - GENERAL
1,01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1,02 DESCRIPTION OF WORK:
A. Shall include all labor and materials required for the completion of fully operating
plumbing systems including but not necessarily limited to: excavation, back fill and
compaction; obtaining all required licenses, permits, inspections, water meters and
connections; all water distribution; all vents and wastes; floor drainage; fixtures and
trim;rough-in and connect condensate to mechanical appliances. Re -pave walkways as
necessary.
B. Work specified elsewhere:
1.03 SUBMITTALS:
A. Shop Drawings: Within ten (10) days after award of contract submit to the Engineer
six (6) sets of submittals including catalog cuts of plumbing equipment and complete
shop drawings and materials including that which is required but not specified.
B. As -Built Drawings: During progress of the work maintain an accurate record of all
changes made from the plans. Present professionally done, reproducible plan to Engineer
reflecting changes.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING:
A. Protect materials during transit, delivery, storage and handling to prevent damage,
soiling and deterioration.
A. Contractor shall visit site prior to bidding and fully acquaint himself with conditions
affecting installation of the proposed systems.
B. Verify electrical power requirements on site. Confirm accessibility and location of
services.
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C. Maintain continuity of service to existing systems without inconvenience or danger to
personnel.
PART 2-PRODUCTS
2.01 GENERAL:
A. Use only new first class materials. Equipment to be identified with nameplate.
Electrical equipment to be UL listed. Where required all to be State Fire Marshall
Approved. All insulation shall have a flame spread of not more than 25 and a smoke
density not exceeding 50.
2.02 PIPING MATERIALS:
A. Soil, waste, and vent piping within buildings: Service weight cast iron no -hub soil
pipe unless otherwise noted. Make up with compression -type fittings with stainless steel
clamp and shield assemblies and neoprene joints.
B. Vent piping 2 1/2" size and smaller above floor may be schedule 40 galvanized steel
pipe made up with cast iron drainage fittings.
C. Sewer and waste exterior: From five feet outside the buildings extra strength vitrified
clay pipe with mechanical joints. Minimum size shall be 4" VCP or as specified on plans.
D. Domestic water piping:
1. All hot and cold water piping above the floor shall be Type "L" hard -drawn
copper tube made up with 95-5 solder. NO LEAD SOLDER IS TO BE USED.
2. Domestic water piping below ground outside of buildings size 1-1/2" and
smaller shall be PVC schedule 40. Size 2" and larger shall be PVC Schedule 80
of Class 315 using Schedule 80 fittings. Only Schedule 80 male adapters are
acceptable. Set pipe a minimum of 18" deep and provide a ground wire adjacent
to pipe connecting building piping to meter (Minimum 06 copper solid wire).
E. Condensate drain and indirect waste piping: Above grade shall be DW V copper with
DWV drainage type fittings. PVC may be used as approved by jurisdictional authorities
with specific approval by the engineer.
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2 03 MISCELLANEOUS MATERIALS•
A. Valves: Gate valves shall be "Walworth", or equal, 125 lb. solder ends, all bronze.
Hose bibs shall be "Acorn" 8105-2 wall box at walkways, and 8126 free standing. Loose
key operated; finished with chrome inside and bronze outside. All hose bibs shall have
built-in vacuum breakers. Crane 252 gas cock shall be used.
' B. Valve boxes: All yard boxes to be pre -cast concrete "Brooks Products" with the name
of service on the cover. Submit cover marking for approval. "Felt Tip" Pen is not
considered an acceptable marking method.
' C. Pipe sleeves and escutcheons: All pipe sleeves shall be "Adjusto-Crete", of equal, with
B&C chrome plated escutcheons in all finished areas.
' D. Hangers and Supports: All hangers and supports shall be "Grinnel" or equal. Provide
lateral bracing where hangers exceed 18" long. Isolate hangers and supports from piping
with "Semco" Trisolators. Insulate at openings of structure with 1/2" wrap.
E. Vent Flashing: Vent flashing at each vent through the roof shall be heavy AMC
galvanized sheet metal with zinc chromate plating.
F. Water Hammer Arrestors: Water hammer arrestors shall be Stainless Steel bellows
type at all quick closing valves, 'TR. Smith "series 5000. Provide access per code
requirements.
G. Unions: Isolate all dissimilar metals with "EPCO" dielectric unions. Provide
NEBCO 623 for 2" and smaller and #740 for larger.
H. Clean outs: Floor clean outs: U.R. Smith " 4023, 4043. Grade clean outs: "J.R.
Smith " 4253. Wall clean outs: "J.R. Smith " 4553 in tile walls and toilet rooms and
4532 in other areas. (Brass Covers).
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I. Access Plates: Access plates shall be provided at all concealed valves and equipment.
"Milcor" or equal, hinged, rated to match construction, stainless or prime coated steel as
selected by Engineer, equipped with key locking device. In acoustical ceilings provide
with inset to receive ceiling tile. All keys for such plates will be delivered to inspector
upon final inspection of site.
J. Combination Pressure and Temperature Relief Valves: "Watts Regulator Company"
or equal on storage tanks and water heaters (sized for BTUH input and ASTM stamped).
K. Fixtures and Equipment: All fixtures and equipment shall be as specified and shall be
complete with all stops, supplies, backing drain, chrome plated bronze trim and other
15400
Page 3 of 6
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items necessary for a complete operable system and fixture. Fixtures shall be as specified
only and no substitution will be accepted for fixtures.
L. Pipe Wrapping: Coat all buried metal pipe with 30 mils thick "Johns Manville"
Trantex lapped 1/2" or factory coated with "Hunes" process H.P. #11 coal tar wrap. Test
with "Holiday "detector at 7000 volts for defects. Insulate all hot water pipe above grade
per title 24 requirements. Provide canvas finish and adhesive sizing. Hot water pipe
below grade shall be wrapped with 1" minimum foam insulation.
2.04 OTHER MATERIALS:
A. All other materials, not specifically described but required for a complete and proper
installation, shall be new, first quality of their respective kinds and subject to the approval
of the Engineer.
2.05 EXTERIOR DRINKING FOUNTAINS:
For all exterior drinking fountain installations the following piping specifications shall take
precedence unless required by the Engineer.
A. Provide and install Haws Model 6611 in -ground debris collection unit. Extend drain
line as required to achieve the proper slope required by manufacturer for proper installation.
Plumbing contractor shall inform contractor any additional grading/landscape requirements
to achieve this and all costs associated will be included in the contract.
B. All supply lines shall be copper with no fittings located under concrete.
C. All drain lines shall be schedule 80 PVC piping.
D. Provide and install only "sweep" type fittings on drain lines.
PART 3 - EXECUTION
3.01 GENERAL REQUIREMENTS:
A. Clearances: The drawings are essentially diagrammatic. Provide equipment
clearances and offsets in piping as necessary to conform to structure, avoid obstructions,
preserve headroom and keep passageways clear as a contract requirement. Equipment _
shall be accessible for maintenance.
B. Coordination: Coordinate all work of this section with other trades to avoid
interference and for the general benefit of all the work. Arrange for and make all utility
connections. Verify approved locations prior to construction and installation.
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C. Enclosure of Pipes: Except where specifically permitted by the Engineer, route all
pipes concealed within building cavities.
D. Trenching and Backfilling: Perform all trenching and backfilling associated with the
plumbing installation, including the replacement of any damaged landscaping.
E. Codes: Perform all work according to all applicable codes and regulations. Obtain all
permits, fees, and inspections required by governing authorities. Additional work
required to conform to these codes will be done at no additional charge.
3,02 INSTALLATION OF PIPING:
A. Thoroughly clean piping before installation.
B. Underground piping shall have a minimum cover of 24". Metal pipe shall extend to a
minimum of ten (10') from the building. Provide sleeves at least 1/2" larger than pipe for
pipes passing through footings.
C. Provide clamps or concrete thrust blocks on dead ends, angles or at other points where
separation may occur in joints.
D. Provide fittings at all water supply outlets and connections to fixtures which will hold
the pipe rigidly to the structure and will allow no movement.
E. Provide a union on one side of all valves and at equipment connections.
F. Make suitable provision for maximum expansion and contraction of piping.
G. No bullhead tees, close nipples, or bushings will be allowed.
H. Cushion all traps and bearings to minimize transfer of sound. Provide water hammer
arrestors at quick closing valves.
I. Slope all waste and sewer piping at 1/4" per foot unless otherwise noted or permitted.
J. PROVIDE TRAP PRIMERS to all floor drains and other infrequently used traps in
accordance with local requirements.
K. Cutting and Patching: Do all drilling, cutting, and patching required for the installation
of the same materials and workmanship as the original' work.
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03 INSTALLATION OF PLUMBING FIXTURES AND EQUIPMENT:
A. Verify fixture and equipment locations and service with the Plans and furnish and
connect fixtures and equipment as shown thereon. Equipment shall be securely anchored
to the structure.
B. Wall -hung fixtures on stud walls shall be securely attached to a 1/4" thick by 8" wide
steel plate which shall extend to at least one stud beyond the first and last fixture mounting
point. Plate shall be shop drilled with holes 1/16" larger than stud bolts supplied with
fixture or fixture anus specified. A jam nut shall be set tight against face of plate to secure
stud. Fixture hanger or arm shall be supported free of finished wall by means of a second
set of jam nuts. Plates shall be securely bolted to each stud crossed with 1/8" minimum by
2" steel back-up plates. Fixtures with back, specified without supporting arms, shall in
addition to the above specified plates, have fixture hangers securely attached by a 2" by 8"
wood backings.
C. Each individual fixture supply shall be provided with chromium plated loose key
IRS. stop valve. Deliver loose keys to Engineer (no less than 1 key per fixture). No
rubber packing or composition seal shall be installed. Supplies shall be metal to metal
only.
3.04 STERILIZATION OF PIPES:
A. After preliminary purging of the system, chlorinate the entire potable water system in
accordance with the current recommendations of the American Water Works Association.
B. Chlorinate only when the buildings are unoccupied. Then thoroughly flush the entire
potable water system.
3.05 CLEANING. TESTING AND ADJUSTING:
A. Flush water systems clean and make all tests required by jurisdictional authorities.
B. Make adjustments required to eliminate noise and vibration as required for approval of
the Engineer.
PART 4 - GUARANTEES:
Materials and equipment provided and/or installed under this section shall be guaranteed for a
period of one (1) year in written guarantee from the general contractor from the date of final
acceptance of the work by the Engineer.
END OF SECTION 15400
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Page 6 of 6
SECTION 16000 - ELECTRICAL:
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1,02 DESCRIPTION OF WORK:
A. Proceed all materials, transportation and equipment and perform all operations
required to complete the electrical work as shown on the drawings and as specified herein.
Extent of the electrical work is shown on drawings and stated herein.
B. The work includes, but is not limited to the following:
1. Re lamp all existing fixtures
2. Relocate existing service or panel boxes as required to accomplish remodeling.
3. Electrical connections to equipment furnished in other sections of the drawings
and specifications.
4. Conduit and wiring for line and low voltage wiring.
5. Lighting fixtures and lamps as•indicated on drawings and as indicated herein.
6. Coordination: Coordinate work with other trades. Contractor shall bear the
responsibility for and the added expense of adjusting for improper installation,
due to the lack of coordination on the part of the contractor.
7. Service, outlets, terminal cabinets and backboards.
1.03 SUBMITTALS:
A. Shop Drawings: Within ten (10) days after award of contract submit six (6) sets of
submittals including catalog cuts of electrical equipment and complete shop drawings and
materials including that which is required but not specified.
B. As -Built Drawings: During progress of the work maintain an accurate record of all
changes made from the plans. Present professionally done, reproducible (mylar or xerox
on vellum) plan to CITY reflecting changes. Contractor shall have original architectural
016000
Page 1 of 7
plans copied onto mylar as part of contract. All approved submittals shall be shown on
as -built plans.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING:
A. Protect materials during transit, delivery, storage and handling to prevent damage,
soiling and deterioration.
1.05 JOB CONDITIONS:
A. Contractor shall visit site prior to bidding and fully acquaint himself with conditions
affecting installation of the proposed systems.
B. Verify electrical power requirements on site. Confirm accessibility and location of
services.
C. Maintain continuity of service to existing systems without inconvenience or danger to
personnel.
PART 2-PRODUCTS
2.01 GENERAL:
A. Use only new first class materials. Equipment to be identified with nameplate.
Electrical equipment to be UL listed. Where required all to be State Fire Marshall
Approved. All insulation shall have a flame spread of not more than 25 and a smoke
density not exceeding 50.
2.02 CONDUITS:
A. Rigid galvanized steel or intermediate metal conduits in interior and exterior above
grade locations. Verify current codes with CITY.
B. Electrical Metallic Tubing (EMT) in partitions, ceiling spaces, and stud walls, or where
installed above eight feet above the floor line and not subject to mechanical damage.
C. Flexible steel conduit for connections to motors and other vibrating or rotating
equipment. In areas where moisture and movement of the item is required due to
vibrations or for maintenance, provide liquid tight flexible steel conduits. Flexible
aluminum conduits shall not be used.
D. All conduits shall be concealed from view where ever practical.
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Page 2 of 7
E. Nonmetallic conduits, PVC Schedule 40, shall be installed underground and in
concrete thatIs in contact with the soil. Non metallic conduits and ducts for the electrical
power and telephone services shall be as approved by the serving utility.
A. All conductors shall be copper, insulated as follows:
#8 WAG and smaller- stranded THHN, THWN, or XHHW
#6 AWG and larger- stranded THWN or XHHW
B. All conductors insulated in conduits located below grade or where subject to moisture
shall be THWN or XHHW.
C. All line voltage conductors must be installed in EMT or conduits as specified herein.
Metal clad (armored) cables shall not be used for general branch circuit wiring, except as
"fixture whips" for connecting to recessed lighting fixtures in accessible ceilings. "Fixture
Whips" shall not exceed 6-feet in length.
2.04 OUTLET AND JUNCTION BOXES:
A. Outlet and junction boxes used in concealed work, except in masonry shall be
galvanized, one piece pressed steel knockout type, sized in accordance with the NEC for
the number and size of conductors contained, but not less than 4 inches square and 1-1/2 "
deep unless noted otherwise.
B. Outlet boxes installed in masonry walls shall be concrete type with square corners.
Boxes shall be mounted in conjunction with the coursing of the block pattern.
C. Exposed outlet boxes shall be cast metal type with threaded or union hub. Crouse -
Hinds FS of FD with cast metal covers.
2.05 WIRING DEVICES:
A. Receptacles - Rectangular Specifications grade, NEMA 5-15R configuration, with side
and back wiring, self grounding - Leviton " industrial" series. Provide stainless steel
devices with matching plates, unless directed by CITY.
Receptacles indicated to be weatherproof type shall be mounted horizontally and equipped
with self closing cast metal cover - Leviton 6196 (FS) or 6196-V (FS).
Receptacles with other configurations shall be as indicated on drawings.
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B. Switches - 20 amp, 120/277 V Specifications Grade, with rectangular rocker type
toggle - Leviton "industrial' series. Provide stainless steel devices with matching plates,
unless directed by CITY.
Provide matching three-way and four-way switches where indicated on drawings.
Multiple switches at one location shall be mounted under a one-piece multi -gang plate of
stainless steel.
2.06 LIGHTING FIXTURES:
A. Furnish, install and connect lighting fixtures scheduled or indicated on drawings. If the
fixture type is inadvertently omitted on the drawings, the bid shall be based on the cost of
fixtures specified in other similar areas.
B. Lamps of the appropriate type and wattage shall be installed in every lighting fixture.
Lamps shall be energy saving type as manufactured by General Electric, Philips, or
Sylvania. Only new lamps shall be used from original manufacturers containers.
2.07 PANEL BOARDS:
A. Panel boards shall be flush of surface mounting with hinged lockable doors, keyed
alike to CITY requirements, typewritten index cardholders under plastic cover, main lugs
or main protective device as shown on drawings, permanent type plastic or metal circuit
number strip. Minimum cabinet dimensions shall be 20" wide by 5-3/4" deep unless
noted otherwise.
B. Circuit breakers shall be bolt -on type with minimum interrupting rating of 10,000 (240
volts) or 14,000 (480 volts) symmetrical amperes, and arranged in the panels so that the
breakers of the proper trip settings and poles, and circuit numbers correspond to panel
schedules shown on drawings. No changes to the circuits shall be made without prior
notification to the CITY.
APPROVED MANUFACTURERS: General Electric, Square D or Westinghouse.
PART 3 - EXECUTION
' 3.01 LOCATIONS OF EQUIPMENT:
A. The drawing indicate diagrammatically the desired locations of conduit runs, outlets,
equipment, etc., follow as closely as possible. Exercise proper judgment in executing the
work to secure the best possible installation in the available space and to overcome local
difficulties due to space limitations or to interference of structural conditions encountered.
The contractor shall be responsible for the correct placing of his work and the proper
location and connection of his work in relation to the work of other trades.
' 016000
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B. Locations shown on architectural plans or on wall elevations shall take precedence over
electrical plan locations, but where a major conflict is evident, notify the CITY for
instructions.
C. Where equipment is furnished by another trade or by the CITY, verify dimensions and
the correction location of this equipment before proceeding with the roughing -in of
connections.
3,02 CONDUIT INSTALLATION:
A. Exposed conduit shall be parallel with or at right angles to building lines, beams or
ceilings with symmetrical bends or metal boxes placed at changes in direction or at taps.
B. Install 1/8" Tubbs Cordage Company "yellow poly -line" pull line in into each spare or
empty conduit more than 10 feet in length.
3,03 CONDUCTOR INSTALLATION:
A. All conductors No. 6 AWG shall be factory color coded. Colors for each phase and
the neutral shall be consistent throughout the system.
B. Mark all conductor joints of #8 and smaller with UL listed connectors. Connector
body shall consist of a cone shaped expandable coil " live" spring insert, insulated with a
plastic shell.
C. Make all conductor joints of #6 and larger with screw pressure lugs made of high
strength structural aluminum alloy and UL listed for use with both copper and/or
aluminum wire.
D. Each circuit must correspond to the branch circuit number indicted on the panel
schedule shown on the drawings except where departures are approved by the engineer.
All junction box covers shall be identified with circuit and panel information.
3.04 ADDITIONAL INSTALLATION REQUIREMENTS:
A. Where not specified otherwise, all electrical distribution and utilization equipment shall
be identified, using permanently screw -attached embossed metal, engraved metal or
laminated plastic nameplate to indicate:
1. Identify of each transformer, switchboard, motor control center, distribution
panel, feeder and motor control device, and individually enclosed overcurrent
device, using the identification shown on the drawings.
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2. Use or purpose of equipment disconnecting devices by identifying the
equipment disconnected.
B. All panel boards shall be provided with a typewritten panel circuit directory to identify
all circuits served, and updated to reflect all changes made in the field.
C. Coordinate the installation of lighting fixtures with architectural reflected ceiling plans
for proper location, trim and appropriate mounting accessories. Location of lighting
fixtures shown in mechanical equipment spaces is for bidding purposes only, and shall be
adjusted to best illuminate the equipment and avoid obstructions.
D. Adjustable and directional type lighting fixtures shall be aimed as directed by the
Architect. Outdoor adjustable fixtures shall be aimed at night.
3,05 TESTING AND ADJUSTMENTS:
A. Upon completion of all electrical work, the electrical contractor shall adjust and test all
circuits, outlets, switches, lights, motors and any other electrical item to ensure perfect
operation. Items, fixtures and parts in need of correction and discovered during such
testing shall be immediately repaired or replaced with all new equipment and that part of
the system shall then be re -tested.
B. When the installation is complete and all adjustments have been made, operate the
system for a period of one week, during which time demonstrate to the CITY that
systems are completed and operating in conformance with the specifications.
3.06 COMPLETION:
A. The work will not be reviewed for final acceptance until operating and maintenance
I' data, manufacturer's literature, panel board directories and nameplates have been approved
and properly posted or installed and final cleaning of equipment and premises has been
completed.
' B. Upon completion of all electrical work of the contractor shall adjust and test all circuits,
outlets, switches, lights, motors, and any other electrical items to ensure perfect operation
I' of all electrical equipment. Items, fixtures, and parts in need of correction and discovered
during such testing shall be immediately repaired or replaced with all new equipment and
that part of the system shall be re -tested. All such replacement or repair shall be done at
no additional cost to the CITY.
3,07 RECORD DRAWINGS:
A. Accurately locate all underground stubouts and all changes to the work that deviate
from the construction documents prepared by the Architect and Engineer. Submit one set
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of the record (as -built) drawing in reproducible form to the CITY for review before
requesting final payment. Prepare as -built drawings that also incorporate all existing
electrical work that relates to the projectregardless if the items are shown on the contract
documents.. This drawing shall serve as a comprehensive as -built drawing for the CITY
as of the date of the completion of the project.
3.08 OPERATING AND MAINTENANCE DATA AND LOOSE MATERIALS_
A. Deliver to the CITY and obtain an itemized receipt for the following material identified
as to purpose:
1. All keys properly tagged.
2. Tool kits and special tools furnished with the equipment.
3. Loose operating handles.
4. Spare parts.
5. An indexed loose-leaf three-ring binder containing documentation for all
fixtures, switches, etc. used in this project are to be specifically identified in
literature. Literature shall include but not be limited to the following documents:
a. Wiring diagrams
b. Instruction books
c. Service manuals
d. Switchboard and panel board shop drawings
e. Lighting fixture cuts
PART 4 - GUARANTEE:
A. Provide a written guarantee for all equipment and work for a period of one year from
the date of acceptance against defective workmanship, materials, and improper installation.
Upon notification of failure, correct deficiency immediately and without cost to the CITY.
B. Standard warranty of manufacturer shall apply for replacement of parts after expiration
of the above period. Manufacturer shall furnish replacement parts to the CITY. Furnish
to the CITY printed manufacturers warranties, complete with material included and
expiration dates upon completion of the project.
END OF SECTION 16000
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