HomeMy WebLinkAboutWWP2700000(1) City Plans Spec's & Permits S- I+
BEGINNING
OF FILE
FILE TITLE
CI 41?1
Sec s ct rmlts
OF 1? l
z
BUILDING & ZONING DEPARTMENT
too �-
RONALD G. NELSON - DIRECTOR
2 A
MUNICIPAL BUILDING 200 MILL AVE SO RENTON. WASH 98055 • 235-2540
9� "
)tlBARBARA c
9O MICROFILMEU
RA Y Y.. SHIHINpOCH
MAYOR
MEMORANDUM
DATE: March 18, 1986
TO. Bob Bergstrom, Engineering Division
FRCM: Ken Bi.ndara, Building 6 Zoning Department
SUBJECT: GARAGE FOR HOUSING fF GENERATOR SET AT 3400 N.E. 12th
STREFT (B-11=59) , ISSUED OCTOBER 21, 1985
The last inspection on this was a foundation on October 10,
1g885. Please have your cortractor arrange for all required
inspections.
i)
KCeepllp
1
amity of Renton
uilding & Zoning Department
ne: 235-2540 BUILDING PERMIT PERMIT' B11559
JOB B11559
on is hereoy given to do the following described work, according to the condi- ISSUED 10/al/85
areon and according to the approved plans and specifications pertairing
subject to compliance with the Ordinances of the City of Renton.
GARAGE INSTALLATION FOR PORTABLE
GENERATOR SET
Job Address 3400 WE 12TH Sl Tenant
Suite
OWNER
Name CITY OF RENTON P/iJORKS r � 400 .00
VOID IF WORM value of Construction 19,
ACcress 200 MILL AV S
RENTON WA 98955 IS NOT COMMENCED Permit Fee 140.00
Phone 206 235-2631 IN 180 DAYS
OR IF I Plan Check Fee 91 .00
CONTRACTOR I DISCONTINUED
Name PUGET CONSTRUCTORS FOR MORE THAN dd-on Fee
Address lc'_?5 E 41H AV 10DAYS
OLYMPIA WA 913504 Other Fee 1 .50
Phone 206
Contr. Lic. PUGETC216L.A TOTAL FEE 232.50
Tax No.
Use District Sewer/Septic Special Restrictions
Constructioi Type Vacant Site Occupancy Group
Bu direr.&` ire f-eel Site Coverage Occupancy Load
'r vice 1 Shell of Building Height Limit
Sprinklers Required Dwelling Count
CO Required Parking Count
Temporary Story Count
le.�porary Days Misc. Code 1
potable Misc. Code 2 .
Notable Day
Y WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS
I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT
AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPEeI-
FICATIONS AND THAT ALL WORK IS TO CONFORM 1O RENTON
CODES ANDS
Applicant nl
1BJECT TO COMPLIANCE WITH THE ORDINANCES OF THE
OF RENTON AND INFORMATION FILED HEREWITH THIS
T IS GRANTED
f, BUILDING DIRECTOR
W Westinghouse Electric Corporation, London, Ky.
AUTOMATIC TRAMPER SWITCH TEST RE►OR"r
'�7— (� {� nq IV Electrical Toots 3wrch m vomcal r osihoni
Ship Order. �/ f /_S/ `^ Tattoo By y/_�.
1 Tarn on normal power; switch must transfer to
Sepal Number: �5.,� ��L_—_— —_ - In.5pe ae0 By._-. 'Normal it not already there Turn norr ral off. 1 '+f
v Turn on emergency 9 v power:switch frost transfer
I. Insulation Check (1800 volts for 3 seconds) to emergency 1
.1. With emergency power on, restore normal power,
1. Transformor prmsnes and secondanei to grouts switch must return to r 'mo1 T
• _ po;rbonwindings . r
2. Secondary translormerwindings one to the other 1 /r 4. Verify dal switch will t star from normal to
3. When trarsfarmefs are not used,Jack control emergency under the followma conditions.
wiring to ground and phase to phase 1 1
4. Motor windings to ground(900 volts) I Y A Loss of voltage in a-y phase
8. If voltage inany of ase falls below 70% ( �"
11. visual Inspection
5. Verify that switch will rr turn to normal when
1 Verify tramtformer taps woad for specified system normal voltage reache,9n%of rating. i
voltage aid frequency. 1 ''f 6. Record final settings:
2. Verify 0,it catalog number. nameplates,and wiring }�
dagrsm: match order write-up. ! Pick up_ %
3. Check fit loose wee connections 1 T
4. Verity that wrong and paint finishes are neat 7. Check engine sit n contact for proper operetiat t
and ordfoly_ 1 T 8. List oplrons sur plied. Verify proper operation
5. Check enclosure type and color with order write-up. of each. Set a',time delays as necessary.Check
Open r 1 for proper vo tage and frequency ratings.
Nema 1
Nema 3R q.
Nema 12 1 1 Apr
8. Option
111. Mechan,ca Tests(Switch in vertical positron) 3G,
C. Option_
1. Apply'aced voltage to both normal emergency is
line te•muralscor and verify correct inputt t to each D. Option, - I
voltaW sensing relay. Simulate told operation by rR
removing normal power and applying emergency power E. Option ✓e✓ - g .�
Swncn should transfer to emergency. Reapply normal �D puwe ,witch should retransfer to the normal posiopn F. option_,,. f
Repe:n the cycle 50 times. I /r— �
2. Verrill thatcontacts close in each position I e-1— G. Optiort__L).__G
3. Chat:a all auxiliary and limn switches in both / s
normal and emergency posNons. I �7 X. floDdn i/`
_ f rho
4 Check n m
mechanical interlock with switch in both 3 60k
no al and eerg ency ncy postvons for freedom of 1. opw le
mm,v. nt and proper adjustment. i T ^
5 Verify that operating mechanism is toned prnpwly f J. Option jRd-_ ,__
6 Vee y that mechanism does not ovenfavei er bind I )
7 aiiIIIIIIINVAINgIr man,,sv operate K. Optron�. _
switch to verity that breakers will reed from the
tripped positron. ( L. Option______ ( 1
-_ ,' ' '- a
r4
i
I ALLArdeA: Au�as+ S IgBS
CONIRACT NO. CAC: 0 11-85 AWARDED TO:
r
r �Y tom+- .__
SPECIFICATIONS, PROPOSAL,
CONTRACT DOCUMENTS FOR:
T
WALTER PROJECT NC - W-815 �
POR'I.ABLE ENGINE/GENERATOR SET
lCR8FlLMall
t
W CITY OF RENTON E�gir�ee��ny
9 MUNICIPAL BIDG. 1410 MAMKET ST.
}y 200 MILL AVE. S. YJRKL ND,WA 98033
RENTON,WA 9W55
1! CONTACT. RON OLSEN CONTACT. DAN EWAN
235.2631 RZT84W
` 453-0241
•
�__ _
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CITY OF RENTON
BID PROPOSAL AND SPECIFICATIONS
FMFRGENCY GENERATOR SET
�s WATER PROJECT NO. W-815
INDEX
Li
TITLE PAGE
w INDEX
SCOPE OF WORT; i
CALL FOR !AIDS ii
INSTRUCTIONS TO BIDDERS iii
SUMMARY OF FAIR PRACTICES/CITY OF RENTON iv
*CERTIFICATION BY CONTRACTOR/SUB-CONTRACTOR/SUPPLIER/REF. EEO
*MINORITY AND WOMEN'S BUSINESS ENTERPRISE PARTICIPATION
*CERTIFICATION OF EEO
*CERTIFICATION OF BIODER'S AFFIRMATIVE ACTION PLAN
*NON-COLLUSION AFFIDAVIT
1x *CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PU.ZCHASER
*MINIMUM WAGE FORM
*BID BOND FORM
*PROPOSAL
*SCHEDULE OF PRICES
BOND TO THE CITY OF RENTON
CONTRACT AGREEMENT (OTHER THAN FEDERAL AID FHWA)
*EEO COMPLIANCE REPORT SAMPLE FORM AND INSTRUCTIONS
EP!VIRONMENTAL REGULATION LISTING
HOURLY MINIMUM WAGE RATES
SPECIAL PROVISIONS
TECHNICAL SPECIFICATIONS
PROJECT PLANS (ATTACHED)
DOCUMENTS MARKED * ABOVE MUST BE EXECUTED BY THE CONTRACTOR, PRESIDENT AND
VICE-PRESIDENT OR SECRETARY IF CORPORATION BY-LAWS PERMIT. ALL PAGES MUST
BE SIGNED. IN FVENT ANOTHER DERSON HAS BEEN DULY AUTHORIZED TO EXECUTE
CONTRACTS, A COPY OF THE CORPf,ZATION MINUTES ESTABLISHING THIS AUTHORITY
MUST BE ATTACHED TO THE BID OOCUI;INT.
' CITY OF RENTON
PUBLIC WORKS DEPARTMENT
RENTON, WASHINGTON 98055
M
1111
L
CITY OF RENTON
WATER PROJECT NO. 815
PORTABLE ENGINE GENERATOR SET
SCOPE OF WORK
THE WORK INVOLVED UNDER THE TERMS OF THIS CONTRACT SHALL BE TO FURNISH AND
INSTALL A TRAILER MOUNTED, PORTABLE EMERGENCY ENGINE GENERATOR SET,
COMPLETE WITH DIESEL ENGINE, GENERATOR, TRAILER, WEATHERPROCF ENCLOSURE,
ELECTRICAL CONNECTOR, AND ALL APPURTENANCES AND MISCELLANEOUS EQUIPMENT
NECESSARY FOR P. COMPLETE, OPERATING PORTABLE EMERGENCY GENERATOR THAT WILL
PROVIDE STANDBY POWER TO THE CITY ' S EXISTING HONEY CREEK SEWAGE LIFT
STATION. THE ENGINE GENERATOR SET WILL NORMALLY BE STORED AT THE CITY'S
EXISTING HIGHLANDS WATER BOOSTER PUMP STATION, AND THE ENGINE GENERATOR
UN-T SHALL ALSO BE CAPABLE OF OPERATING THIS FACILITY DURING A NORMAL POWER
FAILURE.
CON1R170n SkAlL ALSO BE RESPONSIBLE FOR FURNISHING A NEW AUTOMATIC
'R%N FER SWITCH ti, TKE HIG ' 4NJS PUMP STATION FOR ENGINE GENERATOR SET
CONNECTION, AND i "R STTF IMI ,JVEMENTS TO ALLOW STORAGE, INGRESS AND EGRESS
OF T. HE ENGINE GENERATOR SET AT THE HIGHL,,NDS PUMP STATION SITE WHICH
INCLUDES A SLAB-ON -GRADE PREFABRICATED METAL BALDING.
THE WORK SHALL BF AS SHOWN OR AS CAN BE REASONABLY IMPLIED FROM THE..E
SPECIFICATIONS AND ASSOCIATED CONS1mjCTION DRAWINGS.
ANY CONTRACTOR ASSOCIATED WITH THIS PROJECT SHALL COMPLY WITH ALL FEDERAL,
STATE, CO'JNlY, AND CITY CODES OR REGULATIONS APPLI"ABLE TO SUCH WORK, AND
SHALL PERFORM THE WOkK IN ACCORDANCE WITH THE P'_ANS AND SPECIFICATIONS OF
THIS CONTRACT DOCUMENT.
M
w
6 .
CITY OF RENTON
CALL FOR B?DS
PORTABLE ENGINE GENERATOR SET
r,
SEALED BIDS WILL BE RECEIVED UNTIL 2:30 P.M., JULY 19, 19E.5. AT THE CITY
CLERK' S OFFICE AND WILL BE OPENED AND PUBLICLY READ IN THE 4TH FLOOR
CONFERENCE ROOM, RENTON MUNICIPAL BUILDING, 200 MILL AVENUE SOUTH.
I
THE WORM TO BE PERFORMED WITHIN 90 WORKING DAYS FROM THE PATE OF
COMMENCEMENT UNDER THIS CONTRACT SHALL INCLUDE, BUT NOT BE LIMITED TO:
FURNISH AND INSTALL A 125 KW, PORTABLE EMERGENCY ENGINE
GENERATOR SET COMPLETE WITH ENGINE, GENERATOR, 7'AILER,
ERT-RIOR WEATHERPROOF HOUSING, LICENSE, COUPLVR AND
ACCE` ")RIES. PROVIDE AN AUTOMATIC TRANSFER SWITCH AT
THE lIGHLAN'DS PUMP STATION, AND PROVIDE "ITE
IMPROVEMENTS FOR ENGINE GENERATOR SET STORAGE AND
INGRESS AND EGRESS INCLUDING A SLAB-ON-GRADE
PREFABRICATED METAL BUILDING.
THE CITY RESERVES THE RIGHT TO DEJECT ANY AND!OR ALL BI'b , AND TO WAIVE ANY
AND/OR ALL INFORMALITIE'_'.
A0ROVEC PLANS AND SPECIFICATIONS AND CONTRACT UOCUMENTS MAY BE OBTAINED AT
THE PUBLIC WORKS DEPARTMENT OFFICE AT THE RENTON MUNICIPAL BUII.DIN'' FOR A
DEPOSIT OF $25.00 EACH SET, PLUS $2.50 TO COVER POSTAGE, IF MAILED. THE
DEPOSIT WILL BE REFUNDED UPON RETURN OF THE PLANS AND SPECIFICATIONS IN
GOOD CONDITION WITHIN 30 DAYS AFTER BID OPENING. THE MAILING CHARGE WILL
NOT BE REFUNDED.
A CERTIFIED CHECK OR BID BOND IN THE AMOUNT OF FIVE (5) PERCENT OF THE
TOTAL AMOUNT OF EACH BID MUST ACCOMPANY EACH BID.
THE CITY'S FAIR PRACTICES AND NON-DISCRIMINATION POLICIES SHALL APPLY.
!s
MAXIN
r « ~
E MUT R, CITY CLERK
oil PUBLISHED:
RECORD CHRONICLE: July 5th & 11th, 1985
Iwo DAILY JOURNAL OF COMMERCE: Jily 5th & 11th, 1985
iw
t
INSTRUCTIONS TO BIDDERS
1 . Sealed bids_ for this proposal w 11 be received by the City of Renton at the
office of the Renton Cicy Clerk, Renton City Hall , until 2:30 o'clock p.m. ,
on the date specified in the Call for Bids.
At this time the bids will be publicly opened and read, after which the
bids will be considered and the award made as early as practicable.
No proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the forms attached hereto.
1 2. The work to be done is shown on the plans. Quantities are understood to
i ` be only approximate. Final payment will be based on field measurement of
actual quantities and at the unit price bid. The City reserves the right
Lto add or to elimina'n portions of that work as deemed necessary.
3. Plans may be examined and copies obtained at the Public Works Department
Office. Bidders shall satisfy themselves as to the local conditions by
inspection of the site.
4. The bid price for any item must include the performance of all work
necessary for completion of that item as described in the specifications.
5. The bid price shall be stated in terms of the units indicated and as to a
total amount. to the event of errors, the unit price bid will govern.
Illegible figures will invalidate the bid.
+ 6. The right is reserved to reject any and/or all bids and to waive inform-
alities if it is deemed advantageous to the City to do so,
7. A certified check or satisfactory bid bond made payable without reservation +
t" to the Director of Finance of the City of Renton in an amount not less than
5% of the total amount of the bid shall accompany each bid proposal . Checks
will be returned w unsuccessful bidders immediately following the decision
+ as to award of contract. The check of the successful bidder will be
rr returned provided he enters into a contract and furnishes a satisfactory
performance bond coveriig the full amount of the work within ten days after
receipt of no ce of intention to award contract. Should he fail , or refuse
to do so, the -heck shall be forfeited to the City of Renton as liquidated
damage for such failure.
All bids must be self-explanatory. No opportunity will be offered for oral
tr explanation except as the City may request further information on particular
points.
9. The bidder shall, upon request, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
10. Payment for this work will be made in Cash 'warrants.
Rev. 7/15/81
a
i
MlBI2 "A"
CITY OF RENTON
�� 43 SUMMARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 2340
The policy of the City of Renton is to promote and afford equal
treatment and service to all citizens and to assure equal employ-
ment opportunity to all persons regardless of race; creed; color;
ethnicity; nation. ' origin; sex; the presence of a non-job-related
physical, eensory, or mental handicap; age; or marital status.
This poZiey shill ,e based on the principles of equal employment
opportunity and affirmative action guidelines as set forth in
federaZ, state and local lams. All departments of the City of
Renton shall adhere to the following guidelines:
(1) EMPLOYMENT FR.:CTIC£5 - Ali. activities relating to employ-
ment such as recruttment, selection, promotion, termination
and training shalt be conducted in a non-discriminatory
C manner. Personnel decisions will be based on individual
performance, staffing requirements, and in accordance
with governing Civil Service Lams and the agreement
between the City of Renton and the Washington State
Council of County and City Employees.
(2) COOPERATIO. WITH HUMAN RIGHTS ORGANIZATIONS - The City of
Renton min cooperate fully with all nrgantz-tions and
eommiss`one organized to promote fair practices and equal
opport.,,:ty in employment.
(3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative
Action Program wtl a maintained to facilitate equitable
representation within the City workforce and to assure
equal employment opportunity to all. It ohalZ be the
responsibility and dutg of all City offi.tals and employees
to carry out the policies, guidelines and corrective
measures as set forth by this program. Corrective
employment programs may be established by the Mayor on
the recommendation of an Affirmative Action Committee for
those departments in which a protected class of employees
i0 is under-represented.
(4) CONTRACTORS' OBLIGATION - Contractors, suhvontractors and
suppliers conducting uainese with the City of Renton
shall af
firm and subscribe to the Fair Practices and Non-
60 Discrimination poZiciee set forth by law and in the
Affirmative Action Program.
Copies of this policy shall be distributed to all City empZoyeee,
he shall appear in all operational documentation of the City, including
bid calls, and shalt be prominently diapZaye2 in appropriate City
facilities.
ke CONCURRED IN by the City Council of the City of Renton, Washington,
this 2nd day of June _ 1980,
` CITY OF RENTON: RENTON CITY COUNCIL:
Mayor Council President
Attest:
Issued: July 10, 1972
t Revised: February 9, 1976
224=d
Revised: June 2, 1980
,� City Clerk
CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUA_+, EMPLOYMENT OPPORTUNITY
ems o rlme Contractor �
� rojeetWame
INSTRUCTIONS
This c+rtifice Lion is required pursuant to Federal Executive Order 11246. The re implementing rules and
culations provide that any bidder or Prospective contractor, or any of their proposed subcontractors
and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has
Participated in any previous contract or subcontrmct aubject to the equal opportunity clause; and, if
No, whether it has filed all compliance reports due under applicable instructions,
The City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a 'Fair Practices
Policy," as implemented by an "Affirmative Action Program" therein amending the policy Of the City of
Renton to promote and afford equal treatment and service to all citirens and to assure equal employment
Opportunity based on ability and fitness to all persons regareless of race; creed; color; ethnicity,
7 national origin; se• ; the presence of a non-job-slated physical, sensory or mental handicap: ace or
marital status. This policy shell likewise apply to all contractors, subcontractors and suppliers
is conducting business wi t.h the City of Renton who in turn shall affirm and subscribe to maid practices
and Policies. The aforementioned provisions shall net apply to contracts or subcontracts for standard
tnt
ssaaaaaa commercial suppliers or raw materials or firms or oroanizations with less than eight employees or
c0mmracts of less than $10,000 business per ahnum with the City.
When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by
the City of Renton to submit an Affitoetive Acton Plan, the minimum acceptable percentage of minority
employment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and
Timetat:esi in tte published City of Renton Affirmative Action Program, i.e. 9.1s. This Program is
available for review at the Municipal Building.
The undersigned contractor therefore covenants, stipulates and agrees that during the Performance of
this contract he will not dicer iminate against any person in hiring, promoting, dischargino, compen-
sating or any other term or condition of employment, by reason of such Person's status, re the (11) categories listed it,, para. 2 above. ierencc
Coth sntra uch Policy and program. in all respects:ctor further agrees that he will take affirmative and continuous action to insure full compliance
comply with any
wi it being strictly understood and agreed that failure to
contract. of the terms of said provisions shall be and constitute a materiel breach of this
Contractor shall, upon request and/0r as soon as
information and reports required by the Possible thereafter, furnish unto the City any and all
contractor with City to determine whether full compliance has been made by the
said policy a:.0 program and contractor will permit acciiss to his book
r accounts by the City for the purp^se of investigatior to ascertain such compliance, s, records and
' .Contractor further acknowledges that he has received a true and complete copy of the City's "Fair
Practices Policy."
Contract raanti cation Number
CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or. SUPPLIER _
NAME: r .♦r i
�.. ADDRESS: 41 t )L r , �b (-LC1 ci
IQ
REPRESENTATIVES: _ V �as TITLE: (Tj Lt_,yV Y PHONE: 264
4 — rib � 1
I. Contractor/Subcontractor/Supplier has,pa rticipated in a previous contract or subcontract
1 to the Equal Opportunity Clause; J` Yes _No subject
�. Compliance reports were required to be filed in connection w,th such contract or subcontract:
NO es _NO
�i. Contractor/Subcont r,e ss tar/Supplier has filed all compliance reports due under applicable
instructions: X�Yaa No
�. If answer to item 3 is "No", please explain in detail on reverse side of this certification.
M CERTIFICATION: The information above is true and complete t(o he best of my knowledge and belief.
g: n 3t 0 lgner P ease type or ,print
r lgnatuze Bbte
kviewed by City Authority: Date:
e
v. 1,31/83
PUBLI; WORK OR IMPROVEMENT Rev. 4/83
PARTICIPATION CE:TIFICATION: REF. RCW 35.22.650
CCONTRACTS EXCEEDINC $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTIGa
�y MINORITY BUSINESS ENTERPRISES (MBE)
i♦ and
WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE)
(BUSINESSES OWNED AND OPERATED BY WOMEN)
Contractor agrees that he shall actively solicit the employment of minority group
members. Contractor further agree:. that he shall actively solicit bids for the
subcontracting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of minority
employment and solicitation. Contractor further agrees to consider the grant of
subcontractors to said minority bidders on the basis of substantially equal
proposals in the light most favorable to said mino:ity businesses. The contractor
r shall be required to submit evidence of compliance with thir section as part of the
bid. As used in this section, the term "minority business" means a business at
least fifty-one percent of which is owned by minority group members. Minority
group members include, but are not limited to blacks, women, native Americans,
Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn
affidavits presented by subcontractors in advance of contract award as one means of
esta')lishing minority status in accordance with criteria cited above.
To be eligible for award of this contract, the bidder must execute and submit, rs
a part of the bid, the following certification which will be deemed a part of the
resulting contract. A bidder's failure to submit this certification or submission
of a false certification shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
L 5 L 11�
�l Certifies that:
Name of Bidder
{ (a) it (does) does not) `in[end to sublet a portion of the contract work and
`r ( as�� (has at 48 en affirmative action to seek out and consider minority
business enterprises as potential subcontractors.
(b) the contacLc made with potential minority business enterprise rubcontractors
y and the results thereof are listed below. Indicate whether MBE or WMBE and
identify minority group. (If necessary, use additional sheet.)
i
MBE Min. Gr. WMBE
1• )(:),y✓t L<l V it t3�1YaJt
(Name of Firm, `Bid Item, Results of Contacts) JVA t4ye
Ali oe
L 3.4.
���� ❑ ❑ � U1�c(4
_ ❑ ❑ w,�� `use
Mr,ffle r^ hay been dtsignated as
the liaison officer for :.he administration of the minority L mess enterprise
program for this firm.
6
f .
i,
` CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT
Certification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
Reports.
The bidder n , proposed subcontractor `, hereby certifies that he has
has not , participated in a previous contract or subcontract subject to the
equal opportunity clause �s required by Executive Orders 10925, 11114 or
11246, and that he has , has not filed with the Joint Reporting
Committee the Director —of—the Office oT- ederal Contract Compliance, a Federal
Government contracting or administering agency, or the former President's
Committee on Equal Employment Opportunity, all reports due under the applicable
filing requirements.
I�
(Company
(T1tle)
date:
Note: The above certification is required by the Equal Lmployment Opportunity
Regulations of the ?ecretary of Labor ,41 CfR 60-1.7 (b) (1) , and must be
submitted by bidders and proposed subcontractors only in connection with
rt contracts and subcontract+ -•hich are subject to the equal opportunity cla ::
Contracts and subcontracts which are exempt from the equal opportunity clause
are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of
$10,000 or under are exempt. )
Currently, Standard Form 100 (EEO-1) is the only repw t required by the
Executive Orders or their implementing regulations.
Pruposed prime contractors and subcontractors who have participated in a
previous contra: or subcontract subject to the Executive Orders and have not
filed the required reports should note that 41 CFR 60-1 .7 (b) (i) prevents
r the avtrd of contracts and subcontracts unless such contractor submits a
report covering the deliquent period or such other period specified by the
Federal Highways Administration or by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
■
CERTIFICATION OF BIDDERS AFFIR144TIVE ACTION PLAN
Bidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification fcr that specific statement:
u a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
"Average annual employment level is less than eight permanent employees,
and the total contract amount with the City during the current vear is
r less than $10,000."
Y Company Date
BY:
Title
OR b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year. p
Company Date
Title
OR_ c) It is hereby certified that an Affirmative Action Plan is supplied with
this Bid Package. Said Plan will be subject to review and approval by
the City as a prerequisite to the contract award, and it includes:
a� 1) Present utilization of minorities and females by job classification,
FM" 1) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at im reasing Minority
and Female Utilization.
Company a7 to
BY: _
Title
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (5) working days of receipt of
notification of low-bidder status. Said Plan will be subject to review
and approval c,y the f,ty as a prerequisite to the contract award, and
it will include.
1) Present utilization of Minorities and Females by Job Classification,
r
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action steps directed at increasing Minority
a and Female Utilization.
M
Company Date
BY:
Title
16 Rev. 919175
City o1 Renton
Combined Affidavit L Certification Fora;
Mon-Col lusion,Ant I-Trust, and Minimum Page
(Mon-Federal Aid)
MDN-COLLUSION AFFIDAVIT
1MIl Being duly sworn, deposes and says, that he Is the identical person rh, submitted
le the foregoing proposal or bid, and that such bid Is genuine and not sham or col-
lusive or made in the Interest or on behalf of any person not therein named, and
further, that the deponent has not directly Induced or solicited any other Bidder
on the foregoing work or DQUipment to out In a sham bid, or any Other person or
Corporation to refrain from bidding, and that deponent has not in any manner
Sought by collusion to secure io himself or to isny other person any advantage
over other Bidder Or Bidders.
AND
CERTIFICATION R ASSIGNWNT OF
ANTI-TRUST CLA AS TO PURCHASER
Vendor end purchaser recognise that In actual economic practice overcharges
resulting from anti-trust violations ere In fact usually borne by The purchaser.
Therefor&, vendor hereby assigns to purchaser any and all claims for such over-
charges as to goods and materials purchased in connection with this order or
contract, except as to overcharges resulting from anti-trust violations com-
mencing after the date O1 the bid. Quoteti on, or Other event establishing the
price under this order or contract. In addition, vendor warrants and represents
that each of his suppliers and subcontractors shell assign any and all such
claims to purchaser, subject to the aforementioned exception,
AND
IMINIMIM WAGE AFFIDAVIT F010f
I, the undersigned, having been duly suorn, deposed, say ani certify that in
Corns Cti
On with the performance of the work of this project, 1 &III pay each
Classification of laborer, workman, or mechanic employed in the performance
of such work; not less than its prevailing rate of wage or not less Thar the
minimum rate Of wages as specified In the principal contract; that I have reed
the above and foregoing statement and certificate, know the contents thereof
Brit the substance as set forth therein is true 10 my knorlodge and belief.
li L FOR, ION COLLUSION AFFIDAVIT, ASSIFMKNT OF ANTI-TRUST CLAIMS TO PURCHASER
AND MINIMUM WAGE AFFIDAVIT
L Z212,
w
Naas of Project
M
_ :/7 r
f Nor Of r sT 1rm to 1
signature of Author i#ed ReFlesentatfve of Bidder
IN Subscribed and sworn to be fora r on this day of
Ig _
Notary Public in and for the State
of Washington
Residing at
1 �
t ; Contractor's Bonding & Insurance Company
r
i BID BOINVIi —�
u KNOW ALL MEN BY THESE PRESENTS:
That we..........Rl 7 C_( 1S iJL CBS....1235_E....47H.M.,...OLYW1A,._N41.......9850.1................................._
.................................................................................-....
.. . ..............a s....... ..-............. .... ... . ....._ as Principal, (here' )after called the "Principal'). and
THE CONTRACTOR BON Dime $ 1NaUSANCE COMPANY OF SEATTLE,WA, A CORPORATION DULY ORGANIZED
l! UNDER THE LAWS OF THE STATE OF WA., As SURETY, (HEREINAFTER CALLED THE "SURETY"), ARE HELD
ANO ►IRMI.V sOUNO UNTO .........5.•..�.....CW RENrON....._..........
...................................................................................... ... .........................
51 Nvr 70 EOM: .. .....................
.... ...... ._ .............as Obligee, (hereinafter called the "Obligee"),
! in the atnn of....F,IV�..'tip(1, p.FI.l M AM 00/.100-. _..... ..._.. __..-.Dollars
for the payment of which sum well and truly to be made, the said Principal and the said Surety,bind ourselves,
our heirs, executors, administrators, successors and assigns, jointly and severally, firnly by these presents.
WHEREAS, the Principal has submitted a bid for........FORTlti LE. kxiGJ�1F,( ft1 ." ,._•_.
mil!Q4'1,...loft................................
................................................................................................................................................................_......................_...
.
! .. ..........................................................................I........................ ...........................................................................
.........................................................................................................
i
NOW,THEREFORE,if the Obligee shall accept the bid of the Principal and the Principal shall enter into
a contract with the Obligee in accordance with the terns o, such bid and give such bond or bonds an may be
1 I specified in the bidding or contract .toculnents with good and sufficient surety for the faithful performance of
such contrac• and for the prompt payment of labnr and material furnished in the prosecution thereof, or in the
event of the failure of the Principal to enter into such contract and give such bond or bonds, if the Principal
shall pay to the Obligee tl,e difference not to exceed the penalty hereof between the amount sp cified in said bid
f I and such larger amount for which the Obligee may in good faith contract with another party to perform the work
covered by said bid, then thiA obligation shall be nail and void atherwise to remail, 61 full force and effect.
�
Signed and sealed this.... ... .. .. 1.671.. ............... ... .............day oC......._...J1A,X......_.. ..............,....A.n. 1985.1...
PuGgr..(xx1slR[x-ltnss . .(SEAL)
1tkRars.............__..
P I
Tidoo
I
TRACTOR'$ OoNOtNs & INaURANCE COMFANY
Surety
( .//J. ...... . . . �.. ...._�.� jj-
.. f , .............. ......... ..��:..., ....
...:.............
IY .. C........(S6AL1
i rilllttt ri(k
K, IARRAII�H?,
cube-IaoH.etb Hem NrIU1046Y IN FMTI'
Apgw.d b, TM A.nwir,. IAAM..M e1 ArcN4ct..
N. A-]Io r.e.,�.n nls Edelm S.� N 1000 11066 190 33
iPklt>#i4l v,'LEFIL �. '.C`�t qr;A tr24 !;;,7a' t'y, � �� �' ��f•�.E u J. - It�..•��E
L ,Q�IJ • _ , ' • i ( , " •-� `8/15/85
Pnl+•+1 ICFR IHTS CI
RIITICATF IS ISSUED AS A MATTER a nIFORAEAT N WILY AND CONFERS
RIG
CORROON 6 BLACK, INC. EXTEND No
onjoTOR AL1 ER1 THE COVERAGEAFFORDED BY THE IFPOLICIES BEDoECA LOW AMENO,
P.O. BoxC34201 --------------- _----"
Seattle, WA. 98124 COMPANIES AFFORDING COVERAGE
CCC'M A CONSOLIDATED AMERICAN INS
COMPANY s Lloyds of London
LETTER
PUGET CONSTRUCTORS COMPANY Y C Federal Insurance Co.
1235 East 4th Ave. --- -------
II Olympia, Washington 98501 COMPANY D
LETTER
COMPANY
LETTER
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEOTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATFD.
NOIWHUSTADLIRIG ANY REQUIREMEN I. IEnM On CVIIDHION OF ANY C014TRACI 0R UTHEH DOCUMEII, WII11 RFSPECI ID Wlll!:H 110S CEn Hr ICATE MAY
BE ISTUEn OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TIIE TERMS.EXCLUSIONS.AND CONDI
TIONS OF SUCH POLICIES. —__--------_—_-_..
FDIIE'I EIEEDINF PDL[Y FIIPIMTON LIABILITY LIMITS IN THOUSANDS
CO TYPE OF INSURANCE POIICV NUMBERDAR 04.-O DAIS(wwT l —ET�Cn AGGREGATE
LT ___ occLJ E
GENERAL LIABILRY --_ BODILY C $
KuunY
A COWRFHFNSNF FORIA CAL 169788 2/1/85 2/1/86 "-
PNFMISESM14TUTOTIS EYIDOERTV $ $
ITRd UNUFRG IM) DAMPGF
EXPLOSION A COLLAPSE HAZARD
PRODUCTSMOMPL FIND OPERATIONS
CC"'wD $ 500 $500
CONTRACTUAL
IMXPENLKNT CONIRACTORS --
SRIVIO f7RM PMX'FRTY DMAAGF DC85-594429 2/1/85 2/1/86 500
PERSONAL N1,RJRY $
MRSONnL INJURY
AUT E LI BILITY Bt>)lr $
KDky Y
nn RMn
ANY AUTO
x AO (MWD AUTOS IPRN PASS I CAL 169788 2/1/85 2/1/86
-X 11ER THAN �Ra ARxTRO
All QWNIP AUIRS' N PASS — --.—_
x x. RffD AUIOS DAMAGEry $
MIN OWNED AUIOS . . ___ -___—
GARAGE LIABILITY 91 A PD y
EXCESS LIABILITY at a
-- UM0F1ILA«X4M 8/21 CCOMBPDINED $ 5,000 $5,000
C (86)79272217 /85 2/i/86
OTHER THAN UMBRELLA IORM _.
STATUTORY TVI .A°{'
WOR:'ERSL COMPENSATION ;, $ TEACH ACOOINT)
AND . . - 105E ASE POLICV tIANI)
EMPLOYERS'LIABILITY ,J •t:$ IOISEASE EAOHFMPLOYEE)
OTHER
IFSCRIPTrN OF nPF nATKINSII rX:ATIOHSNFHu'LFS/$PECIAI ITEMS
PROJECTS Highlands pump station
A
SHOULD ANY OF T14F ABOVE DESCRIBED POLICIES RE CANCELLED BEFORE-THE F.X-
The. City of Renton PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENOFAVOR TO
Tunicipal Building 2OO Mill Ave. S. MAIL 10 DAYS WRITTEN NCL I E TO 114E CERTIFICATE HOLDER NAMED 10 THE
LEFT,BUT FAILURE TO MAIL SUCH,40TICE SHALL IMPOSE NO OBLIGATION On LIABILITY
Renton, WA. 98055 OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES.
AUTHOR17ED RFPNFSENTATIVF
Kirby torrance III ' -�•� � ''�'�'�`- �L-
I
f
PHONyEE GALL
P.M
FOR - oATF-
TELEPHONED
OF__._ `rt / RETURNED
S `� YOUR CALL
F4iONE _ EK*E�sa�
nnen cc�ce '�� �y.,�� PLEASE GALL
MESSAGE!J
a� WILL CALL AGAIN
—.-..___ CAME
TO SEE.YOU
WANTS
TO SEE YOU
SK_:NECJ
PUBIACWORKS CONTRACT BOND
t� STATE OF WASHINGTON
Bond
premium. $1,099.00
SBG #1000 11066 190 33
KNOW ALL MEN BY THESE PRESENTS: That we, P1XET (Il!'E�t1Y7Id2-4 1��5 y d'IH AVF a tH VtmiA- Mu+
as Principal, and 00NIMMURS BONDIM AND EWRI ANCE OD' —
as Surety, are li,ld
and firmly bound and obligated unto the State of Washington, CI1y OF n'M" ---
in the full and just sum of SffVWN=7 11K)LIM D 7W0_t1�1�>iz@ � ` Ate Rn/1n0 (�5,72�41 Rn l
lawful money of the United States,for the payment of which sum well and truly to be made, we do bind ourselves,our and
each of our heirs, executors and administrators, successors and assigns,jointly and severally, firmly by these presents.
o /
This bond is executed in pursuance of Chapter 39,09, Revised Code of Washington.
f
The CONDITInNS OF rRIS OBLIGATION ARE SUCH,That whereas the Principal entered into a certain contract
57
with CITY OF F1121 d dated the ltLWa�y of Ili 85
forru. a" 'ICR SF'1` Fr1R HT(31I aaaYC )X IMP cTAT nm ARfJl N
NOW, THEREFORE,if me Principal shall faithfully perform all the provisions of each contract and pay all laborers,
mechanics and subcontractors and materialmen,and all persons who shall supply such person or persons,
or subcontractors, with provisions and supplies for carrying on of such work, then this obligation is void;otherwise to
remain in full force and effect. bbb
PROVIDED, HOWEVER, that the conditions of this obligation shall not apply to any money loaned or advanced to the
Principal or to any subcontractor or other person in the performance of any such work. +I
I
Signed and Sealed this 14141 day of A112IFE 19-A5..
Data & Staff Service Company GEl 0 U
Ibdd Sirldn�Agent Principal
p 1213 Valley St., Seattle,WA 98109
4 OXnitACTDRS BONDING&INSURANCE COMPANY
!! Approved as to Form:
1l 111000L'9Bd6�RX
10M K. DOMAIM, A11XIOEY IN FA C7
I
CONTRACTORS BONDING A INSURANCE CO.
1213 valley Street
Seattle, Wdshingtrm 98100
GENERAL POWER OF ATTORNEY
Know all men by these presents that Contractors Bonding& Insurance Company, a corporation duly organized
and existing tinder the laws of the State of Washington and having its principal office in Seattle, King County, c
a Washington, does by these presents make,constitute and appoint Janet K.Lorraine, of Seattle,Washington and Robert (
� M-Raymond, of Seattle, Washington its true and lawful attorneys imfact, with full Y power and authority hereby con-
ferred in its name, place and stead, to execute, acknowledge and deliver contractors' license bonds issued pursuant
r� to RCW Chapter 18.27; electricians' license bonds pursuant to RCW Chapter 19,28: miscellaneous bonds, as those
bonds are generally understood in the trade, not exceeding the penal sum of i25,000; other license bonds not ex-
seeding the penal sum of$25,AOO; permit bonds not exceeding the penal sum of$25,o00; performance rnnd payment
bonds not exceeding the penal sum of$25,000: bid fonds for jobs which, if the contract is awarded, the performance
and/or payment bond(s) (in the aggregate, if both are issued) will not exceed$25.000; SBA guaranteed performance
and payment bonds not exceeding the penal sum of$250.000; and bid bonds for jobs which, if the contract is award-
ed, the SBA guaranteed performance and/or payment bond(s) (in the aggregate, if both are issued) will not exceed
S2501000: and to hind the Company thereby as fully and to !:re same extent as if such bonds were signed by the
President, sealed with the corporate seal of the Company and duly attested by its Secretary; hereby ratifying and
confirming all that the said attorneys-in-fact may do in the premises. Said appointment is made under and by authori-
"' ty of the following resolution adopted by the Board of Directors of the Contractors Bonding & Insurance Company
on January 1984:
Resolved that the President is authorized to appoint as attorneys-in-Fact of the Company Janet K. Lor-
raine and Robert M Raymond with power and authority to sign on behalf of the Company contrac-
tors' license bonds issued pursuant to RCW Chapter 18.27; electricians' license bonds issued pursuant
. to RCW Chapter 19.28; miscellaneous bonds, as those bonds are generally understood in the trade, �C(� not cceeding the penal sum of$2S,000; other license bonds not exceeding the penal sum of $25,000; ,
permit bonds not exceeding the penal sum of$25,000; performance and payment bonds not exceeding
the penal sum of$25,000: bid bonds for jobs which if the contract is awarded, the performance and/or
payment bond (in the aggregate, if both are issued) will not exceed$25.000; SBA guaranteed perfor-
mance and payment bonds not exceeding the penal sum of$250,0oo; and bid bonds for jobs which,
if the contract is awarded, the SBA guaranteed performance and/or payment bond(s)(in the aggregate,
if both are issued) will not exceed $250,000.
' Resolved Further that the authority of the Secretary of the Company to certify the authenticity and
effectiveness of the foregoing resolution in any General Power of Attorneyis hereby
following persons, the s p ct tothed t the
� signature of any of the following to bind the Company with respect to the authen-
ticity and effectiveness of the foregoing resolution as 9 signed by the Secretary of the Company; Donald p
Sirkin, Gary Bailey, Frank Dabovich, and Helen M. langvold.
Resolved Further that the signatures of the President and Notary Public and the corporate and Notary
seals appea,,ing on any General Power of Attorney containing this and the foregoing two resolutions
may be by facsimile.
4 =; Resolved Further that all resolutions adopted prior to today appointing Janet K. Lorrain or Robert
i M.Raymond as attorney-in-fact for Contractors Bonding&Insurance Company are hereby superseded.
In Witness Whereof, Contractors Bonding & Insurance Company has caused these presents to be sigred by its
President and its corporate seal to be hereto affixed this 9th day of January, 1984.
_sapnoixG y A Contractors Bonding & Insurance Company —
' State of Washington I %i: BY _
' SEAL Donald Sirkin, President s
COWRY of Krr1B ) '44 f....
�--• a KING
On this 9th day of January, 1984, personally appeared Donald Sirkin, to me known to be the President of the
corporation that executed the foregoing General Power of Attorney and acknowledged said General Power of At-
torney to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned,
and on oath stated that he is authorized to execute the said General Power of Attorney.
In Witness Whereof, I have hereunto set my hand and affixed my official seal the day and year first above written.
�'��' NK OABOV• ��
r ,xOTRR
�l•;B N\9,w, Notary Public in and for the State of Washington,
f O! WA$1q residing at Seattle
The undersigned, acting under authority of the Board of Directors of Contractors Bonding & Insurance Com-
pany, hereby certifies, in lieu of Certificate of the Secretary of Contractors Bonding& Insurance Company, that the _
above and .oregoing is a full, true and correct copy of the Original Power of Attorney issued by said Company,
and does hereby further certify that the said Power of Attorney is still in force and effect.
Give* under my hand and the seal of said Company, at 7`<!lLt/t ee+� this
day of _ /�tt."[[� - i9.�_.
SAGO5:1/9/84(31.POA �� [
or .
R , ISSU''i DATF.IMMIDDIYY)
PRODUCER R/l5/85
CORROON i BLACA, INC. THIS CERTIFICATE IS ISSUEtl AS A MATTER OF INFORMATWN ONLY AND CONE
ERS NO RIGHTS UPON THE CERTIFICATC HOLDEq.TNIS CERTIFICATE ODES NOT AMEND,
P.O. BOZC34201 EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Seattle, NA. 98124
COMPANIES AFFORDING COVERAGE
LETTER
A CMILIDATNEl A!D@I.J C
IW It/f.
COMPANY
'NSURFD LETTER N Llopda Of London -_
PMET CONSTRUCTORS COMPANY - --""---"
1235 Peet 4th AVe. LETTER �i Aral In/arsnee CO.
I OlynPia, Washington 98501 COMPANY D
LETTER
COMPANY E -
TICIA
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD DNGICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONO'TION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED SUCH
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRISCO HEREIN IS SUBJECT TO ALL TOE TERMS,EXCLUSIONS,AND CONOI-
St I S OF 9UCH POLICIES.
L TYPE OF INSURANCE POLICY NUMBER POLICY❑FECITYI POL"EXPPAIION LIABILITY LIMITS IN THOUSANDS
_ a1E Da400/vn DATE INAUOdm _A N
GENERAL LIABILITY * AOOREMTE
COMPREHENSIVE FORM BODILY $ $
CA!- HA
:, 169780 IIRY
PRIMISESIOPIRATIONS 2/l/85 2/l/86
UNDERGROUND PRDPERiv
EXPLOSION A COLLAPSE HAZARD DAMAGE $ $
PRODUCTSCOMttEEED OPERATIONS
CONTRACTUAL CBIOHAAgIDHED $ 500 $S00
INDEPENDENT CONTRACTORS
' MAD FORM PROPERTY DAMAGE ..
ky PERSONAL NJURI DC85-594429 2ZI/8S 2/1/86
PER$ONAI,INJURY $S00
_AUTOM E LI ILITY envANY AUTO a $
ALL OWNED AUTOS IPPR' PASS 1 CAT' 160798 2/l/85 2/1/86MR Rl"
Soly
All OWNED AUTOS(KHFRFTTHAN) SUP, $
i AEA Amm
HIRED AUTOS
NON OWNED AUTOC OETY $
GARAAE LIABILITY
C WAR:)ED $S00
EXCESS LIABILITY
C UMBRELLA FORM
OTHER THAN UMBRELLA FORM (86/79272217 2/l/85 2/1185 BIcweINED $1,000 $1,000
INgmIERB COMPENSATION ErA!UIORY
AND $ (EACH ACCIDENT)
EMPLOYERS LIABILITY OSEASEAOLICY L'MIT)
OTHER $ LDISFASE EACH EMPLOYEEI
CLCRIPTION OF OPERATIONSILOCATPONSryE8iCLES9PECIAL ITEMS
PROMMi Highlands pump station
. .
lie City Of Renton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX.
PIRATICCyy11 DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
OWnicipal Building 200 HiL Ave. S. MAIL_ .0-DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
Renton, VA. 98055 LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OSLNIATION OR LUUWYY
OF ANY KIND UPON THE COMPANY,ITS AGENTS OR HEPRESENTA7 IVES.
AUTHORIZED REPRESENT AnVE
, ,� Kirby torrance III L
A lication for Gen6ral Business License '
ee i NEW k RENEWED
f r7
,i t,f• License
o. MO — Renton Business 5 1.�
1 IM.itaca Tax No. Cbnt� .,//License no. License No.
t�^ lusimess haste 1414 r� �a1 S /R'u- A_' S Owner Naas L7c e, k, . I,,,. .:� P
:',n'LOOation / �_ l r�i' -�l C Address r• r'
♦ ��IESUED 01 /18/85 CITY �F RENTON G 6457
BUSINESS LICENSE _M. J. MULCAftY lumbers
.� f40e DD 123$ E 4Th AY FINANCE DIRECTOR
_ ���:Lkemsa has made application for a City of Renton Business License in accordance with the provi. phk
`lions of Title V.Business Regulations Chapter 1,Code of General Ordinances of the City of Renton he
and agrees to comply witn al-the requirements of said ordinance.Licensee shad further comply with p
an eno all other City Codes,Ordinances,State laws and Regulations applicable to the husiness ac.
hereunder. 4 c, .
PUGET CONSYRUCTORS
A235 E 47N AV r —
;:OLYMPIA MA 98501
i` ICATED INSIDE GTv LIMITS)
Insert below the tote] number of employees (including owners), the license fee, penalty, if any, and
1olaL ••e_due. Busineasec outside the City Limits, count only those employees working in the City.
— --'"'^�u�•^ 'Anx—aaul< of date due is 56 of the
-. tt to exceed 25%.
'_ISSUED 08/28/84
CITY OF RENTON G 6457 PENALTY TOT'A., FEE
r..
BUSINESS LICENSE — I
EE $40 00 1235 E 4T%4., AV 1;j —��• NUICAHY
- e .` � FINANCE DIRECTOR --
.t
-ldtl/naa6 hes made application fora City Of Renton Business license in accordance with the provi-
of Title V,Business Regulations Chapter 1,Code of General Ordinances of the City of Renton
"YW agrees to comply with all the requirements of Said ordinance.Licensee shall further comply with
'hereunder
S.arty and*I other City Codee,.Ordinances,State Laws and Regulations applicable to the business ac•
IY.Ro6nNd _
-.PLIGET ' CONSTRUCTORS
IZ3-C E 47N AV
OLTNPIA MA 98501 I
a _
bte. to the Mat of my knwledpe.
- le enE ere avu lehle for pub1L: I.-
{ stun Title
M
-.-��/•{-�n.ua�_.=�ati-�.
'e. City of Renton License Divis♦on �.
rn Completed Application to, 200 Mill Avenue South '
Renton, Washington 98055
' 235-2600
,
It OFFICE USE ONLY 1 l �
I
r
M
1.
r I
�+ DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A
tttl �E ;,HST CCN1 GENEPAL
r- I� 11EO16tMTpN NJNEEII ENRMu�T10E 0RT[
l�•/. 1 1 - STATE OF WASHINGTON
1
CCC1 FL6Elt*l7CRM 121--2'1
PUGET CCN;TRU[TDRE t 1
N 1235 .1. 47I4 AVE.
t ; 6LYMP1A 4A 9850
YYii 1
EEE��� � Ua76d:INl1
L �
V
YE
tt
W
M
t
r
6
6
DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIF!ZS THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAN AS A
ELEC CONTF PUNP i IRR
NyMO*I EI T"DATE
STATE OF WASHINGTON
f_RjGllTRATl(�lN
3 PL6ETC*166G7 2131185
PUGET CONSTRUCT;ON
1235 E 4Th ,/AYE_,'
OLYMPIA ' MA 4bSG1
is
0
NUGETCONSTRUCTORS
Cr 1255 East Alm Avun.e Olympia Washington 90501
phc•ie(2061 754-4671
AFFIRMATIVE ACTION PLAN
Puget Constructor : , hereina°ter Known as ' Contractor" agrc?s to the
following plan in meeting its equal opportunity pursuant to Executive
t Order 11246, and Title VI and VII of the Civil Right Act of 1964 .
1 . Equal Enployment Opportunity Policy
Contractcrs Policy assures that applicants will be employed
and will be treated during employment , without regard to race,
creed, color enthincity , national origin , sex , the presence of a
non -Job related physical , sensory or mental handicap, age or
marital status .
r This onlicy shall apply to every aspect of employment ;
upgrading; demotion ; recruitment ; layoff or termination; pay
' scales; and apprenticeship or on the ,fob training. j
2. Equal Employment Opportunity Officer
Contractor hereby designates Dennis A. Burke , Owner as
EEO Officer with full authority to administer and promote an
activr program of equal employment opportunity .
3. Dissemination of Policy
' ^ a. Corltr_.i.jrs personnel authorized to hire , supervise,
promote , demote and terminate employees , who recommend such
action, or are Involved In any of these actions will be made
fully cognizant of, and 4111 implement Contractors policy cnd
contractual responsibilities . To insure the advice is carried
out , the following minimum actions will be taken:
14 1 . Meetings of foremen, leadmen and personnel indicated
In 3a above, will be held periodically not less than semi-annually
and contractors equal employment opportunity policy and. its
w Implementation re:lewed and explained. These meetings willf be
conducted by the EFO Officer.
1
v 2. All new foremen, leadmen and personnel indicated in
)a above will be thoroughly indoctrinated by the EEO Officer
L covering Contractors equal employment opportunity obligations
within thirty days following hiring.
4. Recruitment
F� a . Any advertisements for employment in the newspaper shall
4 ENGINEERING / CONSTRUCTION / MANAGEMENT
include Puget Constructors an Equal Employment- Opportunity
Employer.
i , b . Contractor will encourage employees to refer minority
group applicants for employmen, in discussions regarding the pro-
, I cedu.e for such referral and by posting appropriate notes and
briletins on employee bulletin boards .
5. Wages
a. All benefits , monetary , and working conditions will be
extended without regard to rare, color, religion , sex , or
national origin, . The following actions will be taken:
( 1 ) Periodic ins ections of all facilities will be made
c,, insure non-discriminatory treatment of personnel .
(2) Wage evaluation made to insure non-discriminatory
wage praCLices.
(3) Periodically review personnel actions for evident
of dl rimination and take corrective action where indicated.
C (4) Investigate in full all complaints of alleged
discrimination and take appropriate action where indicated and
Inform all comolaints of avenues of appeal .
6. Training acid Promotion
a. Contractor will endeavor to locate , qualify, and increase
the skills of minority group employees and applicants.
b.federal andsstatetregulatith onsLeContractnts orawillrfullydutilhin
ize
trainine programs for the contractual area and advise employees
and applicants of these programs and their entrance requirements .
c . A program of review of the training and promotion of
minority group employees will be conducted and these employees
encouraged to apply for same.
7. Subcontracting
rContractor will strive to utilize minority group subcontractors
or those with meaningful minority group persons in their employ and
Use all effort to assure such subcontractor compliance with their
equal opportunity obligations.
6. Reports and Records
a . Contractor will keep those records necessary in determining
compliance with .its equal opportunity obligations .
n
MY
k
►' 9. Goals
It is the policy of PUGET CONSTRUCOTRS to reafirm equal
opportunity for all qualified personnel regardless of race, color ,
sex, religion, national origin, disabled veteran, and Vietnam
era veteran.
Puget will recruit, hire, promote, transfer, lay-off return from
lay-off, compensate and provide bonuses, provide training, with
(� full regard for equal employment .
L+ It is our policy that all decisions affecting employees will be
based soley upon qualifications without regard to race, etc.
ICY
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PROPOSAL
TO THE CITY Of RENTON
RENTON, WASHINGTON
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Gentlemen:
The undersigned hereby certifte; that - has examined the site of the
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L proposed work and ha read and thoroughly understand g the plans,
specifications and contract governing the work embraced in this improvement,
and the method by which payment will be made for said work, and hereby propose
to undertake and complete the work embraced in this improvement, or as much
thereof as can be completed with the money available, in accordance with the
said plans, specifications and contract and the following schedule of -aces
and prices:
(Note: Unit prices for all items, all
extensions, and total amount of
bid should be shown. Show unit
prices both in writing and in
figures. )
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Signature
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Address /z.zwD/�1
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Names of Members of Partnership: 9'q5c)
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OR
r Name of President of Corporation _ r
Name of Secretary of Corporation
Corporation Organized under the laws of
With Main Office in State of Washington at _ ��
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L-ITY OF RENTON SCHEDULE OF PRICES
ENGINE GENERATOR SET JULY, 1985
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SCHEDULE OF PRICES
C' PORTABLE ENGINE GENERATOR SET
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WATER PROJECT NO. 815
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(NOTE: UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS AND TOTAL AMOUNT OF BID
MIST BE SHOWN. SHOW UNIT PRICES IN BOTH WORDS AND FIGURES, AND
WHERE CONFLICTS OCCUR, THE WRITTEN OR TYPED WORDS SHALL PREVAIL.)
APPROXIMATE
j ITEM QUANTITY DESCRIPTION UNIT PRICE TOTAL PRICE
of
1. LUMP SUM 125 KW PORTABLE TRAILER s V-094aiz 4Z S` - T
MOONTED EMERGENCY GENERATOR SET A W
CCOMPLETE (CATERPILLAR NO. 32O8T) 42,?ram L('I
Auln
ORDS Tk» \bl„�xlre<1 tkjvAs`1r
2. LUMP SUM ELECTRICAL MODIFICATIONS AT E ?nc)- s
HIGHLANDS PUMP STATION
L (WORDS
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3. LUMP SUM SITE IMPR04EMENTS AND E-G SET
BUILDING AT HIGHLANDS PUMP
L STATION
(WORDS
62
SUBTOTAL s ,�
SALES TAX (8.1%)
r TOTAL
V) A %n cent-s , 12 a�
V 7 � (
` SCHEDULE OF PRICES - 1
' CITY OF RENTON SCHEDULE OF PRICES
ENGINE GENERATOR SET JULY, 1985
THE UNDERSIGNED BIDDER HEREBY ASREES TO START CONSTRUCTION ON THIS PROJECT,
IF AWARDED, WITHIN 10 DAYS OF NOTICE TO PROCEED AND TO COMPLETE THE WORK
WITHIN 90 CALENDAR DAYS FROM DATE OF EXECUTION.
DATED _1_1 DAY 19
SIGNED I %�
TIT Le"
ADDRESS
TELEPHONE �244e--246 7/
CITY OF RENTON heiv, /rPy1ce ;*�- flat
BUSINESS LICENSE NO. __�2Zed�llrEly
STATE CONTRACTOR' S
LICENSE NO. CT2; - /70 eO,(n
ACKNOWLEDGMENT OF RECEIPT OF ADDENDA;
'• NO. DATE INITI "'_S
L NO. E INITIALS
NO. it
E INITIALS
N0. E INITIALS
6. NO. DATE INITIALS
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SCHEDULE OF PRICES - 2
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CITY OF RENTON SCHEDULE OF PRICES
ENGINE GENERATOR SET JULY, 1985
PA
ALTERNATE FOR EQUIPMENT
pa
THE BASIC 810 SHALL BE FOR THE PORTARLE ENGINE GENERATOR SET COMPLETE (BID
ITEM NO. 1) . BASED QN A CATERPILLAR 3208T. THE CONTRACTOR SHALL SUBMIT AN
ALTERNATE ADD OR DEDUCT PRICE FOR THE ENGINE GENERATOR SETS LISTED BELOW
AND WHICH CONFORM TO THE SPECIFICATIONS. THE ADD OR DEDUCT PRICE SHOWN
SHALL MODIFY THE AMOUNT OF BID IT;M NO. I ONLY, AND SHALL COVER THE
F COMPLETE COST OF THE EQUIPMENT AND ALL MOLIFICATIONS NECESSARY TO
ACCOMMODATE THE SUBSTITUTED EQUIPMENT, INCLUDING ENGINEERING FEES, IF
NECESSARY.
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�.n ENGINE GENERATOR SET MANUFACTURER MODEL NO. ADD OR DEDUCT
ONAN �Ao-i�.d $
CMITSUBISHI tt- to�
NORTHERN LIGHTS T)ai,..� s I goo°`
CKOHLER 40 a,A -
t,,r����
eL� nrn ,ag 2oto
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e)7Y
L Aw��27 To C nor_ >^ IV
SCHEDULE OF PRICES - 3
6
1of7
CONTRACTS OTHER THAN FEDERAL-AID FHWA
THIS AGREEMENT, made and entered into this /i re day of lgrt_a;
I by and between THE CITY OF RENTON, Washington, a municipal corporation of
the State of Washington, hereinafter referred to as "CITY" and Puget _
Constructers, In,:. hereinafter referred to as "CONTRACTOR."
WITNESSETH:
1 ) The Contractor shall within the time stipulated, (to-wit: within go
working days from date of cowKncement hEreef as required by the Contract,
of which this agreement is a component part) perform all the work and
services required to be performed, and provide and furnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
Ctransportation services necessary to perform the Contract, and shall
complete the construction and installation work in a workmanlike manner,
a in connection witti the City's Project (identified as No. 1J-81b
for improvement by construction and installation of: pAIr able Engine/
Generator
All the foregoing shall be timely performed, furnished, constructed,
installed and completed in strict conformity with the plans and spec-
M1. ifications, including any and all addenda issued L. the City and all
other documents hereinafter enumerated, and in full compliance with all
►� applicable nodes, ordinances and regulations of the City of Renton and
any other governmental authority having jurisdiction thereover. It is
ar
further agreed and stipulated that all of said labor, materials,
to appliances , machines, tools, equipment and services shall be furnished
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2of7
Contracts Other Than Federal-Aid FHWA
and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as
being in such conformity with the plans, specifications and all require-
IL L.. ments of or arising under the Contract.
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2) The aforesaid Contract, entered into by the acceptance of the Contractor's
bid and signing of this agreement, consists of the following documents,
all of which are component parts of said Contract and as fully a part
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thereof as if herein se* out in full , and if not attached, as if
hereto attached.
a) This Agreement
b) Instruction to Bidders
c) Bid Proposal
d) Specifications
e) Maps b Plans
1� f) Bid
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g) Advertisement for Bids
it h) Special Provisions, if any
i ) Technical Specifications, if any
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3. If the Contractor refuses or fails to prosecute the work or any part
thereof, with such diligence as will insure its completion within the
time specified in this Contract, or any eAtension in writing thereof,
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or fails to complete said work with such time, or if the Contractor
w shall be adjudged a bankrupt, or if he should make a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on
account of the Contractor' s insolvency, or if he or any of his
10
Rev. 4/83
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CContracts Other Than Federal-Aid FHWA 3 of 7
subcontractors should violate any of the provisions of this Contract,
the City may then serve written notice upon him and his surety of its
intention to terminate the Contract, and unless withir ten (10) days
r after the serving of such notice, such violation or nrn-compliance of
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any provision of the Contract shall cease and satisfactory arrrngement
for the correction thereof be made, this Contract, shall , upon the
expiration of said ten (10) day period, cease and terminate in every
6 respect. In the event of any ;uch termination, the City shall immediately
serve written notice thereof upon the surety and the Contractor and the
surety shall have the right to take over and perform the Contract,
provided, however, that if the wrety within fifteen (15) days after
the serving upon it of such notice of termination doe, no: perform the
Contract or does not commence performance thereof within thirty (30)
} days from the date of serving such notice, the City itself may take
over the work under the Contract and prosecute the same to completion
by Contract or by any other method it may deem advisable, for the
t4
account and at the expense of the Contractor, altd his surety shall be
liable to the City for any excess cost _r other damages occasioned the
City thereby. In sucy event, the City, if it so elects, may, without
liability for so doing, take possession of and utilize in completing
said Contract such materials, machinery, appliances, equipment, plants
1, and other properties belonging to the Contractor as may be on site of
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the project and useful therein.
4) The foregoing provisions are in addition to and not in limitation of
■ any other rights or remedies available to V,e City.
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Contracts Other Than Federal-Aid FHWA 4 of 7
5) Contractor agrees and covenants to hold and save the City, its officers,
` agents, representatives and employees harmless and to promptly indemnify
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sam,> from and against any and all claims, actions, damages, liability
of every type and nature including all costs and legal expenses incurred
by reason of any work arising under or in connection witq the Contract
to be performed hereunder, including loss of life, personal injury
and/or damage to property arising from or out of any occurrence,
omi,,sion or activity upon, on or about the premises worked upon or in
any way relating to this Contra�t. This hold harmless and indemnification
provision shall likewise apply for or on account of any patented or un-
patented invention, process, article or appliance manufactured for use
in the performance of the Contract, including its use by the City, unless
otherwise specifically provided for in this Contract.
In the event the City shall , without fault on its part, be may, ..arty
to any litigation commenced by or against Contractor, then Contractor
shall proceed and hold the City harmless and he shall pay all costs,
expenses and reasonable attorney's fees incurred or paid by the City
4! in connection with such litigation. Furthermore. Contractor agrees to
pay all costs, expenses and reasonable attorney's fees that may be
i incurred or paid by City in the enforcement of any of the covenants,
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provisions and agreements hereunder.
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6) Any notice from one party to the other party under the Lontract shall
be in writing and shall be dated and signed by the party giving such
notice or by its duly authorized representative of such party. Any such
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Contracts Other Than Fedrr,?-,•',;4p FKh 5 of 7
III notice as heretofore spe_Ifit, 'hall br glv ily personal delivery
thereof or by depositing same in the United States mail , postage prepaid,
1.6 certified or registered mail .
7) The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, and shall complete the
full performance of the Cont act not later than 90 working days
from the date of commencement. For each and every working day of delay
after the established day of completion, it is hereby stipulated and
agreed that the damages to the City occasioned by said delay will be
the sum of In accordance with the standard specifications.
6 as liquidated damages (and not as a Penalty) for each such day, which
shall be paid by the Contractor to the City.
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` 8) Neither the final certificate of payriient nor any provision in the
w» Contract nor partial or entire use of any installation provided for by
this Contract shall relieve the Contractor of liability in respect to
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any warranties or responsit)ility for faulty mate^ials or workmanship.
The Contractor shall be under the duty to remedy any defects in the
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work and pay for any damage to other work resulting therefrom which
�. shall appear within the period of one (1 ) year from the date of final
acceptance of the work, unless a longer period is specified. the City
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will give notice of observed defects as heretofcre specified with
I IN reasonable promptness aater discovery thereof, end Contractor shall be
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t obligated to take immediate steps to correct and remedy any suet defect,
M fault or breach at the sule cost and expense of Contractor.
ps
is
9) T'ie Contractor and each subcontractor, if a i, shall .ubmit to the
CCity SLIch schedules of quantities and costs, progress schedules, Day-
rolls, reports, estimates, records and miscellaneous data pertaining
to the Cortract as may be requested by the City from time to time.
C10) The Contractor shall furnish a surety bond or bonds as security for the
C faithful performance of the Contract, including the payment of all
persons and firms performing labor on the construction project under
t+ this Contract or furnishing materials in connectic,i with this Contract;
said bond to be in the full amount of the Contract price as -Necified
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,* in Paragraph 11 . The surety or sureties on such bond or bonds must be
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duly licensed as a surety in the State of Washington.
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11 ) The ' ..� ' >nount of this Contra(* is the sum of Seventy-One Thousand,
One hundred and twenty-nine dollars and eighty cents, wn; h includes Washington
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State Sales Tax. Payment; will be made to Contractor as specified in the
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b "Special Provisions" of this Contract.
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Rev. 4/83
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Contracts Other than Federal-Aid FHWA 7 of 7
IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City Clerk and the Contractor has hereunto set
his hand and seal the day and year first above-written.
CONTRACTOR CITY OF RENTON
�G' �ayor
reside/ ner;Uwner Mayor
ATTEST-
Secretary
�w City C erk
4 d/t:a
Firm Name
Inditi dual Partnership
Corporation d Corporation
�+ State off`incorporation
Attention:
If business is a CORPORATION, name of the corporation should be listed in
full and coth President and Secretary must sign th^ ronty -t, OR if one
.. signature is permitted by corporation by-laws , a cnpy of one by-laws shall
be furnished to the city and made a part of the contract docurr:nt.
If business is a PARTNERSHIP, full name of each partner should be listed
followed by d/b/a (doing business as) and firm or trade name; any une partner
may sign the contract.
If business is an 114DIVIDUAL PRO7r'RIETORSNIP, the name of the owner shoulc
appear followed by d/b/a and name of the company.
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CONTPACTGR/SUBCONTRAC'luR
MONTHLY MANPOWER UT1112ATI0N REPORT V :. J�, REPORTING PERIOD
. ♦i �} . Month: Year:
To be submitted to the City's Project Goals and Timetables as committed
Engineer during the l:;t week of following t'N�L1� in Contractor's Affirmative
month while contract is in progress. Prime Action Plan $
Contractor is responsible for obtaining and
submitting all Subcontractor Reports, or per City's Flan 9.1 %
To: (Nave and location of Compliance Agency Dept.) From: (Name and location of contractor)
This report is required by Executive order 11246, Section 203.Failure to report can
result in sanctions which include suspensior, termination, cancellations or debarment of
contract.
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mine- Total .otal
Mc rk Hours of Employment (see footnote) city number number
of of
Claeei a• . • c. • . + e. "A of r. inor St fmpby•
flea- Hie- Amer. AeranTe
l total
Cor..p ary' e Naxe (I.D. ) :rode Lion; Total Black radian oacVl Employ- eee
panic Ie7ande w.M e,e
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=A #=
Tr
C
A
Tr
A
Tr
C.
A
— Tr
C
A
I A
T
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All
Tr
AD
Tr
Tr
'/. Cccpaay Cffl cia l'a si angnature , e c
. Date 5lg nec y. Telephone Lumber
(Inelude Area Code)
Rev. 11/77 (*Males 6 Females, "Minorities 6 Non-minorities)
7/60 (Submittal Requirements 6 City's Goals/Timetables) Page — of `
INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CI1Y OF RENTON
The Employment Utilization Report is to be completed by each subject contractor
(both prime and subcontractors) and signed by a responsible official of the
company. The reports are to be filed on the day required, each month, during
the term of the contract, and they shall include the total work-hours worked on
the project for each employee level in each designated trade for the entire reporting
period. The prime contractor shall submit a report for its work force and shall
collect and submit reports for each subcontractor's work force to the Compliance
Agency that is funding their construction project.
Reporting Period . . . . . . . . . . . Self-explanatory
Compliance Agency . . . . . . . . . . City of Renton (administering department)
Contractor . . . . . . . . . . . . . . Any contractor who has a oualifying
construction contract with the City of
Renton.
1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a
qualifying contract.
2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable
EEO bid conditions.
3. Work-hours of Employment . . . . . The total number of hours worked by all
employees in each classificatiou; the total
number of hoars worked by each *minority
group in each classification and the total
work-hours for all women.
Classification . . . . . . . . . . The level of accomplishment or status of
the worker in the trade. (C - Craftworker -
' Qualified, Ap - Apprentice, Tr - Trainee) .
4. Percent of minority work-
hours of total work-hours . . . . The percentage of total minority work-hours
worked of all work-hours worked. (The sum
of columns b, c, d and a divided by column a.)
5. Total Number of Minority
Employees . . . . . . . . . . . . Number of minority employees working in
contractor' s aggregate work force during
reporting period.
6. Total Number of Employees . . . . Number of all emplovees working in contractor's
aggregate work force during reporting period.
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* Minority is defined as including Blacks, Hispanics, American Indians and Asian
and Pacific Islanders - both men and women.
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REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL
POLUMON ANDURAL RESOURCES
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In accordance with the provisions of Chapter 62 , Laws of 1973 ,
4 H.B. 621 , the Contractor shall secure any permits or licenses
required by, and comply `ully with all provisions of the follow-
ing laws , ordinances , and resolutions :
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�+ King County Ordinance No. 1527 requires Building and Land
Deve opml— ent Divisior. an Hy raulics Division review of gradin;
and filling permits and unclassified use permits in flood
L hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into project design stand-
ards to be incorporated into project design by Engineering
Services . Reivew by H. draulics Division.
King county Ordinance No . 800, No. 90G No. 1006 and Resolution
o• o. o. an o. 1 contained
in ing County o e liitles an 10 are provisions or disposi-
tion of refuse and litter in a licensed disposal s?te and pro-
vide penalties for failure to comply. Review by Division of
Slid Waste .
Puget Sound Air Pollution Control A&ency Regulation I : A regu-
lation to contro the emission fir contaminants from all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King , Pierce , Snohomish, and Kitsap Counties) in
r` accordance with the Washington Clean Air Act , R.C.W. 70. 94 .
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WASHINGTON STATE DEPARTMENT OF ECOLOGY
t'
ti. W.A.C. 18- 02 : Requires operators of stationary sources of air
'E_onta ' to maintain records of emissions , periodically re
port to the State information concerning these emissions from
his operations , and to make such information available to the
M public. See Puget Sound Pollution Control Agency Regulation I .
R. C.W. 90 . 48 : Enacted to maintain the highest possible standards
to ensure t e purity of all water of the State consistent with
public health and public enjoyment thereof, the propagation and
protecting of wildlife , birds , gams , fish, and other aouatic
life, and the industrial development of the State , and to that
end require the use of all known available and reasonable methods
by industries and others to prevent and control the pollution of
the waters of the State of Washington . It is unlawful to throw,
r. drain , run or otherwise discharge into any of the water of this
State any organic or inorganic matter that shall cause or tend
to cause pollution of such waters . The law also provides for
w civil penalties of $5 , 000/day for each violation.
R. C.W. 70. 95 : Establishes Lniform statewide program for handling
solid wastes which w.11 prevent land, air and water pollution.
a' Makes it ur.law`ul to dump or deposit solid wastes onto or under
the surface of the ground or into the waters of this State except
to at a solid waste disposal site for which there is a valid permit .
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WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.W. 76. 04 . 370 : Provides for abatement of additional fire baz .
ar (lands upon which there is forest debris) and extreme fire
hazard (areas of additional fire hazard near building , roads ,
campgrounds , and school grounds) . The owner and/or person respons-
ible is fully liable in the event a fire starts or spreads on
property on which an extreme fire hazard exists.
R.C.W. 76. 04. 010: Defines terms relating to the suppression or
a a—tement--o-fest fires or forest fire conditions .
R. C .W. 70. 94 . 660: Provides for issuance of burning permits cor
a aging or prevention of forest fire hazards , instruction or
silvicultural operations .
R.0 W. 76. 04. 310: Stipulates that everycne clearing land or
c eeaarirg righ—t -`of-way shall pile and burn or dispose of by other
satisfactory means , all forest debris cut thereon , as rapidly as
the clearing or cutting progresses , or at such other times as the
department may specify , and in compliance with the law requiring
burning permits .
R.C.IV. 78 . 44 : Laws governing surface mining (including sand ,
gravel , stone , and earth from borrow pits) which provide fer fees
and permits , plan or operation , reclamation plan , bonding , and
inspection of operations .
W.A.C. 332-18 : Delineates all requirements for surface mined
an rec anation.
W.A.C. 332-24 : Codifies requirements of R.C.W. 76. 04 pertaining
to an clearing and burning; .
U . S. ARMY CORPS OF ENGINEERS
Section 1 of the River and Harbor Act of June 13 , 1902 : Author-
izes ecretary o Army an ores o ngineers to issue permits to
any persons or corporation desiring to improve any navigable
river at their own expense and risk upon approval of the plans and
specifications .
Section 404 of the Federal Water Pollution Control Act PL92-500
T69tat . 816 : Aut orizes t e ecretary� ti�Army, acting
tt 6ug the Corps of Engineers , to issue permits for the discharge
of dredged or fill material into the navigable wat, . s at specified
disposal sites . Permits may be denied if it is d• , ermined that : uch
discharge will have adverse effects on municin�! water supplies ,
Shell fish beds and fishery areas and wildlife or recreational areas .
MISCELLANEOUS FEDERAL LEGISLATION
Section 13 of the River and Harbor Act approved March 3 , 1899 :
Novi es t at isc arge o refuse without a permit into na iv gcble
waters is prohibited. Violation is punishable by fine. Any citi-
zen may file a complaint with the U. S . Attorney and share a por-
tion of the fine .
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PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS:
KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION
Kin Count Resolution No . 25789 requires an unclassified use
permit or tIling , quarrying including borrow pits and associ-
ated activities such as asphalt plants , rock crushers) and
refuse disposal sites and provides for land reclamation subse-
quent to these activities . A copy is available at the Department
of Public Works or Building and Land Development Division.
Shoreline Mara ement Act 1971 rpluires a permit for construction
On Late s ore Ines . Perrnit acquired by Public Works and reviewed
by Building and Land Development Division.
Kin County Ord'_nance No. 14gg r quires permit for grading , land
fi s , graveTpits—dumping , quarrying, and mining operations
except on County right-of-way. Review by Building and Land Develop-
ment Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME
' C- ha�ter 112 , Laws of 1949: Requires hydraulics permit on certain
�• projects. King ounty Department of Public Works will obtain. )
WASHINGTON STATE DEPARTMcNT OF ECOLOGY_
1 W.A.C. 173- 220: Requiras a National Pollutant Discharge Elimination
SystcmTRPM79T permit before discharge of po .utants from a point
source into the navigable waters of the State of Washington.
W.A.C. 372- 24 : Permit to discharge commercial or industrial waste
waters 1r.to tale surface or ground water (such as gravel washing ,
�. pit operations , or any operation which results in a discharge
which contains turbidity. )
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.. W.A.C. 508- 12-100 : Requires permit to use surface water .
W.A.C. 508- 12-190 : Requires that changes to permits for water use
e reviewed y t e Department of Ecology whenever it is desired
to change the purpose of use , the place of use , the point of
withdrawal and/or the civersion of water.
W.A.C. 508-12-220: Requires permit to use ground water.
W.A. C. 508- 12- 260: Requires permit to construct reservoir for
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water storage .
W.A.C. 508-12- 280 : Requires permit to construct storage dam.
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r W.A.C. $08-60 : Requires permit to construct in Stace flood
control zone. King County Public Works secures one for design.
` Contra-tor secures one for his operation (false work design, etc . ) .
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PERMITS REQUIRED FOR THE PROJECT - Continued
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
R.C.W. 76 . 04 . 150 : Requires burning permit for all fires except
or small outdoor fires for recreational purposes or yard debris
disposal . Also the Department of Natural Resources reserves the
right to restrict burning under the provisions of R.C.W. 76 . 04 . 150,
76. 04 . 170 , 76. 04 . 180, and 70 . 94 due to exteme fire weather or to
prevent restriction of visibility and excessive air pollution .
.I.C.W, 76. 08 . 030 : Cutting permit required before cutting merchant-
s e tim We Fr.
R. C.W. 76. 08. 275 : Operating permit required before operating
power equipment in dead or down timber .
R.C.W. 78. 44 . 080 : Requires permit for any surface mining opera-
tion inc u�sand, gravel , stone . .,nd earth from borrow pits) .
UNITED STATES ARMY CORPS OF ENf'NriRS
Section 10 of River and Harbor of Marc)— �1899 : Requires
permit or construction (other t;wi, F_ra ec ,ee l S. Coast
Guard administered permits) on aav :yabie . . ;ers ( King County
Department of Public Works will obtain) .
FIRE PROTECTION DISTRICT
R. C.W. 52 . 28 . 010, SZ . Z8 , JZ0 , 11. 28 , 030 , SZ . 3 . 040 , 52 . 28 , 050 :
Provides aut ir_ or, requirements of, an penalties ori—Tailure
to secure a fire permit for building an open fire within a fire
protection district.
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3 1899 (;Pneral Bride
Act o Marc 23 , 1 0 an enerai Bri ge Act o 19 6 as amende3�
August s equires a permiL�or construction or ri ge on
navigable waters (King County Department of Public Works will
obtain) . King County Department of Public Works will comply with
pertinent sections of the following laws while securing the afore-
mentioned permit : Section 4(f) of Department of Transportation
Act , National Environmental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY
Section 9. 02 (d) (Z) (iii) of Regulation I : Request for verifica-
tion o popu atioa 3ensity. Contractor should be sure his-opera-
tions are in compliance with Regulation I , particularly Section
9. 02 (outdoor fires) , Section 9 . 04 (particulate matter- -dust) ,
and Section ) , IS (preventing particulate matter from becoming
airbirne) .
-4-
lir
PERMITS REQUIRED FOR THE PROJECT - Continued
ENVIRONMENTAL PROTECTION AGENCY
r. Title 40, Chapter Ic , Part 61 : Requires that the Environmental
Prciection gency a note ie 5 days prior to the demolition of
any structure containing asbestos material (excluding residential
r structures having fewer than 5 dwelling units) .
�+ Thy above requirements will be applicable only where called for
on the various road projects.
Copies of these permits , ordinances , laws , and resolutions are
available for inspection at the Office of the Director of Public
Works , 900 king County Administration Building , Seattle,
Washington, 98104 . It shall be the responsibility of the Con-
tractor to familiarize himself with all requirements therein.
All costs resulting therefrom shall be included in the Bid Prices
and no additional compensation shall be made.
t,
All permits w4.11 be available at construction site .
1
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-5- �
HMY-R32320-AA PREVAILING MINIMLM HOURLY WAGE RATES JUNE 07, 1565
OCCUPATION: CEMENT MASCNS
LOCATION: CLALLAM• GRAYS tARBOR. JEFFERSON• KING ( THAT PORTICN SOUTH OF
AN EAST-wEST LINE ON 190TH ST. S.W. WHERE IT STARTS AT THE PUf.ET
SCU40 ANU EXTENCS EAST TC THE COUNTY LINE) . KITSAP• LEWIC. MASON•
PACIFIC (THAT PCRTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDEC WEST TC THE PACIFIC OCEAN) , PIERCE AND THURSTON
CCUNTIES.
FRINGE BENEFITS
HEALTF A40 WELFARE 1. 60 $/HR. STATE
PENSICN 1.75 $/HR. STATE
TOTAL HOURLY BENEFITS 3.45 f/HI%. FEDERAL
TRAINING FUND . 10 $/HR. STATE
ba WAGE RATES
t OCCUPATIJtJ CCCUPATION STATE FEDERAL
(, CODE DESCRIPTION RATE RATE
F , GROUP 1
6
6 090-C260 APPLICATIGN OF SEALING CCMPCUNO IT.86 17.86
090-CC15 CEMENT MASCN - BUILCING GENERAL 17.86 17.86
090-0210 CCNCRETE PAVING 17.86 17.86
w 090-C240 CLRB AND GLTTER 17.86 17.86
090-0230 CURING CCNCRETE 17.86 17.86
090-C220 PATCHING CCNCRETE 17.d6 17.86
090-0250 SIDEWALKS 17.86 17.86
GROUP 2
090-C330 APPLICATION OF UNDERLAYIMENT 18.11 18.11
090-0350 CCMPOSITION MASTIC 19.11 18.11
090-C291 CCNCRETE SAW ( SELF FCWERED ) 18.11 18.11
090-C360 EPCXY 18.11 18.11
090-0310 FINISH CCLCRED CONCRETE 18.11 18.11
090-OC75 GRINDER* HAND PCWERED 18.11 18.11
090-C370 GLNITE NCZZLEMAN 18.11 18.11
090-0273 PLASTIC 18.11 18.11
090-C29a POWER TCCLS !GRINDERS AND ALL OTHERS) 15.11 19.11
090-C300 SANOBLASTING ARCHITECTUAL FINISH 18.11 18.11
�- 09C-C323 TLNNEL WCRKERS 18.11 18.11
i
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HWY-R3232C-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 37, 1985
OCCUPATION: CEMENT PASCNS
LOCATIONx CLALLA09 GRAYS FAR80R. JEFFERSCN, KING ( THAT PORTICN SOUTH OF
AN EAST-WEST LINE ON 190TH ST. S.N. WHERE IT STARTS AT THE PUGET
SCUNO ANC EXTENCS EAST TC THE CCUNTY LINE) , KITSAP, LEWIS. MASONt
PACIFIC ( THAT PCRTICN NORTF OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED WEST TO THE PACIFIC CCEANI • PIERCE AND TPURSTON
CCUNTIES.
WAGE RATES
.- OCCUPATION OCCUPATION STATE FEDERAL
iu CCOF OESCRIPTION RATE RATE
GROUP 3
1
L 090-0140 TRCWEL MACF-INE ON CCLCREO SLAGS. 18.36 18.11
CCMPOSITION OR KALMAN FLCCRS
YY
F
i
3
.r
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HWY-R32320-AA PREVAILING MINIMUM 13URLY WAGE RATES JUNE 07, 1985
OCCUPATION: CEMENT MASCNS
LOCATION: KING CCLNTY ( 1HAT PCRTION NCRTH CF A STRAIGhT LINE ON 190TH
SIREET SW WHERE IT STARTS AT THE PUGET SCUND AND EXTENDS EAST
TC THE CCUNT7 LINE1 .
FRINGE BENEFITS
HEALTH AND WELFARE 1.6C S/HR, STATE
PENSILN 1. 75 S/HR. STATE
TOTAL HOURLY EENEFITS 3.GO $/HR. FEDERAL
TRAINING FUND .10 f/HR. STATE
WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
L+ CCOE DESCRIPTION RATE RATE
GROUP 1
090-0260 APPLICATION OF SEALING CCMPCUND 17.8b 16:95
090-OC15 CEMENT FASON - 8UILCING GENERAL 17.86 16.95
090-0210 CCNCRETE PAVING 17.86 16.95
J90-C240 CLRS AND CLTTER 17.8b 16.95
090-023G CURING CCNCRETE 17.86 16.95
090-0220 PATCHING CCNCRETE 17.96 16.95
090-C250 SIDEeALKS 17.86 16.95
GROUP 2
ti
090-C333 APPLICATION CF UNOERLAYMENT 18.11 17.20
090-C350 CCMPOSITION 144STIC 18.11 17.20
OSO-C280 CCNCRETE SAW ( SELF FCWEREOI 18. 11 17.20
090-C360 EPDXY 16.11 17.20
090-0310 FINISH CCLCRED CCNCRETF 18. 11 17.20
090-CC75 GRINDER , HAND PCWERED 18.11 17.20
090-0370 GLNITE NCL2LEMAN 18.11 17.20
090-0270 ELASTIC 18.11 17.20
090-C290 PGWER TCCLS (GRINDE: S AND ALL CTHERS) 18.11 17.20
090-C30J SANDBLASTING ARCHITECTUAL FINISH I8.11 17.20
090-0320 TLNNEL WCRKERS 18.11 17.;
GROUP 3
C190-C340 TRCMEL MACH: hE ON CCLCRED SLABS, 18.36 11.20
LCMPOSITION OR KALMAN FLCCRS
1.
Wa
PACE 3
HWY-R32320-AA PREVAT' IM'i MINIMUM HOURLY WAGE RATES JUNE 07, 1985
OCCUPATION: CEMENT rASCSS
LOCATION: KING. CCUNTV IIH1T PORTION NCRTF CF A STRAIGHT LINE ON 190TH
STREET SW WHERE IT STARTS AT TFE PUGET SOUND AND EXTENDS EAST
TC THE COUNTY LINE) *
OTHER
09O-9C93 STATE : FCREMAN - f 1.25 PER HOUR ABCVE THE
HIGHEST PAID JOURNEYMAN UNDER HIS SUPERVISION
090-9C91 CVERTIME: THE FIRST 2 FOURS IN EXCESS OF 8
i" HCURS PER CAY* MCNOAY THROUGH FPIDAY. AND THE
LA FIRST 10 HCURS ON SATURDAY SHALL BE PAID AT
CAE AND CUE-HALF TIMES THE REGULAR RATE. ALL
CTFER OVERTIME HCURS AND SUNDAYS AND HOLIDAYS
SHALL 8E PAID AT DOLBLE THE REGULAR RATE .
I
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PAGE 4
HMY—R32320—AA PREVAILING MINIMUP HOURLY WAGE RATES JUNE 07. 1985
OCCUPATION: FLECTRICIANS
LOCATION * CLALLAP. JEFFER5CN* KING ANC KITSAP CCLNTIES.
FRINGE BENEFITS
HEALTF AND MELFARE .985 f/H2. STATE
NEBF 3.00 2 STATE
PENSION 3.00 3 FEDERAL
PENSICN ICCAL 2.30 $/HR. STATE
TOTAL HOURLY BENEFITS 3.385 s/HR. FEDERAL
TRAINING FUND .LO $/HR. STATE
WAGE RATES
{s
OCCUPATION OCCUPATION STATE FEDERAL
CCCF DESCRIPTION RATE RATE
17C—CC10 CABLE SPLICER 19.38 19.38
4 17C—CC30 CCNSTRUCTICN STOCKMAN 8.81 --
170—OC40 ELECTRICIAN 17.62 17.62
{ 170-OCSO FCREMAN 19.38 --
1. 170—OCEO GENERAL FOREMAN 21.14 --
4.
I
Of.
PALE 7
Ar
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4MY-it32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 07, 1985
OCCUPATION: ELECTRICIANS - LINE CChSTRUCTION
LOCATION% SIATEWICE
FRINGE BENEFITS
APPRENTICESHIP .50 1 STATE
HEALTH AND WELFARE 1.00 $/HR. STATE
NEBF 3.00 1 STATE
PENSICN - JCURNEYMAN AND ABOVE 2.00 S/HR. STATE
PENSICN - GROUPS 1. 2 ANC 3 3.50 1 FEDERAL
PENSICN - GROUPS 4. 5 AND 6 3.50 1 FEDERAL
PENSICN - ALL OTHERS 1.30 $/HR, STATE
TOTAL HOURLY BENEFITS - 3.25 $/HR FEDERAL
GROUPS 1 TC 3
TOTAL HOURLY BENEFITS - 2.25 $/HR. FEDERAL
k GROUPS 4 TO 6
VACA71CN . 10 $/HR. STATE
v WAGE RATES
OCCUPATION CCCUPATION STATE FEDERAL
CGOE DESCRIPTION RATE RATE
191-CC10 APPRENTICE LINEMAN: 1ST 6 MCNTHS 10.81 --
190-OC20 APPRENTICE LINEMAN: 2ND 6 MCNTHS 11.T1 --
L90-CC30 APPRENTICE LINEMAN: 3RG 6 ► ZNTHS 12,. 79 --
190-OC43 APPRENTICE LINEMAN: 4TH 6 MONTHS la.%9 --
19C-CC50 APPRENTICE LINEMAN: 5TH 6 MCNTHS 15.31 --
190-OC60 APPRENTICE LINEMAN: t;TH 6 MONTHS 16.03 --
190-CC70 APPRENTICE LINEMAN: 7TH 6 MCNTHS 16.75
190-0350 CABLE SPLICER FOREMAN 21.23 --
190-0?60 LINE CRE► FOREMAN 19.30 --
190-0230 PCLE SPRAYER LEARNER: 1ST 6 MCNTHS 15.43 --
190-C240 PCLE SPRAYER LEARNER: 2ND 6 MCNTHS 16.17 --
190-0253 PCLE SPRAYER LEARNED: 3RD 6 MONTHS 16.71 --
190-C370 TREE TRIMMER FGREMAh 18.67 --
190-0300 TREE TRIMMER TRAINEE: 1ST 6 MCNTHS 14.63 --
190-0310 TREE TRIMMER TRAINEE: 2ND 6 MCNTHS 14.90 --
19C-C220 TREE TRIMMER TRAINEE: 3R0 6 MCNTHS 15.13 --
190-0?30 TREE TRIMMER TRAINEE: 4TH 6 MONTHS 15.37 --
GROUP 1
190-C113 CABLE SPLICER 19.93 20.03
190-C220 PCLE SPRAYER LEACMAh 19.43 20.03
I
f PAGE B
HWY-R32320-AA PREV':� ING MINIMUM HOURLY WAGE RATES JUNE 07, 1985
OCCUPATION: ELECTRICIANS - LINE CCK37RUCTION
LOCATION: STATEWIGE
WAGE RATES
OCCUPATION CCCLP .ON STATE FEDERAL
CCOE DESCRIPTION RATE RATE
GROUP 2
190-0160 HEAVY LINE EQUIPMENT MAN 18.01 18.11
190-0200 LINEMAN 18.01 18.11
190-0210 PCLE SPRAYER 18.01 18.11
190-0340 WELDER, CERTIFIED 19.01 18.11
GROUP 3
h 190-0270 TREE TRIMMER 16.25 16.35
Lo
GROUP 4
j 190-0190 LINE EQUIPMENT MAN 15.51 15.61
GROUP 5
190-0140 HEAD GRCLKOMAN 13.56 13.66
190-C150 HEAD GRC0CMAN - CHIPPER 13.56 13,66
L90-0170 JACKHAMMERMAN 13.56 13.66
190-C260 PCbDERMAN 13.56 13.66
GROUP 6
190-0130 GRCUNCMAN, I-CLEGIGGER 12. 74 12.84
190-0290 TRES TRIMMER HELPER 12.74 12.84
OTHFR
190-9190 FECEI.4L ZCNE DIFFERENTIAL
(ACO TO EASE RATE) :
ZCNE 1 - 0.00 "0-3 MILE RADIUS FRCM GEC-
GRAPIC CENTER OF SEATTLE, TACOMA,
PCRTLANC, MECFCRC"
ZCNE 2 - 2.40 03-20 MILE RADIUS FROM SEATTLE ,
TACOMA , PORTLANC. MEDFCRO, AND C-20
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HWY-R32320-AA PREVAILING MINIMLM HOURLY WAGE RATES JUKE OT. 1985
OCCUPATION: ELECTRICIANS - LINE CCASTRUCTION
LOCATIUN: STATEWIDE
OTHER
190-9191 MILE RADIUS FRCM THE BASE POINTS"
ZCNE 3 - 3.15 "2C-35 MILE RADIUS FRCM BASE
PCINT CENTER"
ZCKE 4 - 3 .90 "35-5C MILE RADIUS FRu.i BASE
PCINT CENTER"
ZONE 5 - 5 .15 "OVER 50 MILE RADIUS FRCM BASE
PCINT CENTER"
iw 190-5192 BASE POINTS:
BELLINGHAM. ELLENSBLRG. EPHRATA. EVERETI•
KENNEUICK. LCNGVIEW, CLYMPIA. SPCKANE,
WALLA WALLA, WENATCHEE. LAKEVIEW, PENDLETON#
WILBUR• VAKTMA9 ASTCRIA. BAKER. BENDr BURNS•
CORVALLIS, THE CALLES, ELGEAE. KALAMATH FALLS
RCSEBURG, UMATILLA, CCEUR D*ALENE . KELLOGG.
190-9193 LEWISTOh. CROFINC. SAKCPCINT. SALF_M .
�r
60
f`
L
r
L
60
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HMY-R32920-AA PREVAILING MINIMUM HOURLs WAGE RATES JUNE OTv 1985
OCCUPATION: LABORERS
LOCATION: CLALLAM, GRAYS FARBOR. ISLAND. JEFFERSCN. KING. KITSAP, LEWIS,
RASON, PACIFIC INCRTH OF WAFKIAKUM COUNTY NORTHERN BOUNDARY
. . EXTENDEC DUE 4EST TO THE PACIFIC CCEANI, PIERCE. SKAGiT.
SNOHJMISH• THURSTCN AND MHATCCM CCUNTIES .
FRINGF BENEFITS
HEAL7F ;NO WELFARE 1. 75 $/HR. STATE
PENSICN 1. 55 S/HR. STATE
TOTAL HOJRLY BENEfiTS 3.43 $/HR. FECER41.
TRAINING FUND . 13 S/HR. STATE
WAGE RATES
OCCUPATION CCCUPATION
CODE DESCRIPTION SRATE FEDERAL
GROUP 1
35C-2100 WINDOW CLEANER 8.46 e.46
GROUP 2
350-OC90 BATCF WEIGFMAN 1C.78 1C.78
350-0460 CRUSHER FEEDER 10.78 10.78
350-1260 PILOT CAR 1C.78 10. 78
350-IE70 TCCLRrlGM MAN (AT JCB SITE $ 10.78 1.0.78
tsROUP 3
350-CC80 BALLAST FEGULATUk MACFINE 14.96 14.96
350-0240 CARPENTER TENDER 14.96 14.96
350-C270 CEMENT FINISHER TENCER 14.96 14.96
350-C_10 CFIP?ER 14.96 14.96
350-C350 CLEAN-LF LABORER 14.96 14.96
350- 390 CCNCRETE FORM STRIPPER 14.96 14.96
350-C470 CLRING CCNCRETE 14.96 14.96
3SO-0520 DEMOLITICN , WRECKING AND MOVING (INCL. 14.96 14.96
CF 'RED MATERIALS)
350-C710 E AY TECHNICIAN 14.96 14.96
350-C810 GAilON BASKET BUILDER 14.96 14.96
350-CE23 GENERAL LABORER 14.96 14.96
350-CE60 GRINDERS 14.96 14.96
350-1370 PCT TENDER 14.96 14.96
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IWY-R3232C-AA PREVAILING MINIMLM HOURLY hAGE RATES JUNE 079 1995
OCCUPATION: LABORERS
OCATION: CLALLAM. CRAYS HARBOR. ISLAND, JEFFERSCN. KING. KITSAP, LEwIS,
MASON* PACIFIC (NCRTH OF WAHKIAKUM CCUNTY NORTHERN BOUNDARY
FRTENDEC DUE 1,EST TO THE PACIFIC CCEANI. PIERCE, SKAGIT.
SNOHOMISH, THLRETON AND %HATCCM CCUNTIES.
WASE RATES
OCCUPAIJON CCCUPATION STATE FEDERA,
CCCE DESCRIPTION PATE RATE
GROUP 3
C 350-13SO PCtiDERMAN HELPER 14.96 14.96
350-1765 STAKE HOPPER 14.96 14.96
350-1E80 TCFMAN - TAILMAN 14.96 14.96
350-1S43 TUGGER OPERATOR 14.96 14.96
f , 350-2033 VIBRATING SCREEC ( AIR, GAS Ok ELECTRIC ) 14.96 14.96
6r
GROUP 4
r
350-CCSO ASPHALT FAKER 15.44 25.44
350-0250 CEMFNT OLMPER - PAVING 15.44 15.44
35G-C420 CCNCRETE SAk OPERATOR 15.44 15.44
r• 350-CESO DRILLER - 1.AGUN AND AIR TRACK CPERA70A 15.44 15.44
ti. 350-C723 FALLER AND BUCKER - CHAIN SAM 15.44 15.44
350-Cf4l GRADE CHECKER AND TRANSIT MAN 15.44 15.44
350-CS53 HIGH SCALER 15.44 15.44
- 350-OS65 HCO CARRIER 15.44 15.44
350-CS83 JACKHAMMER 15.44 15.44
350-1090 MA\hCLE BUILOER 15.44 15.44
350-1145 MCTAk MI)ER 15.44 15.44
350-1200 NCZZLEMAN (CONCRETE PUMP. GREEN CUTTER WHEN 15.44 15.44
USING COMBINATION
I OF F1GH PRESSURE AIR AND
WATEP CN CrNCRETf ANC FCCK AN. S CBL45T.
_. GUNN'. TE, SHCTCRETE) RATER BLASTER
350-1256 PAVEMENT BREAKER 15.44 15.44
350-1315 PIPE RELINER ( NCT INSERT TYPE) 15.44 15.44
350-1280 PIPELAYEF ANC CAULKER 15.44 15.44
` 350-1465 RAILROAD SPIKE PULLER (POWERI 15.44 15.44
350-1753 SPREADER ( CCNCRETEI 15.44 15.44
350-1753 SPREADER - CLARY POWER OR SIMILAR TYPES 5 1 .44 15.44
350-1840 TAMPER IMUITIPLE AND SELF PROPELLED) 15.44 15.44
350-IE20 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.44 15.44
OPERATED TOOLS
4
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PAGF 12
i
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HWY-R32320-AA PREVAILING MINIMLM CURLY WAGE RATES JUNE 070 1585
OCCUPATION: LABORERS
LOCATION: CLALLAM, GRAYS FAkBCR9 ISLAnD. JEFFFRSCN• K1NG9 KITSAP9 LEWIS*
MASON. PACIFIC (NCRTH OF WAHKIAKUM CCUNTY NORTHERN BOUNDARY
r. EXTENOEC DUE HEST TO THE PACIFIC CCEANI, PIERCE► SKAGIT.
SNOHOMISHr THLPSTON AND IMHATCCN LCUNTIES.
WAGE RATES
OCCUPATION UCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
GROUP 4
350-1E65 TIMBERMAA - SEWER (LAGGER, SFCRER, 6 CRIBBER► 15.44 15.44
350-1SCS lk9CK LINER (POWER ) 15.44 15.44
35C-2COO VIBRATOR I5.44 15.44
350-2CS) WELL-POINT MAN 15.44 15.44
CGROUP 5
350-C200 CAISSON PORKER 15.80 15.80
350-1110 MINER 15.80 15.80
350-1380 PCWUERMAN 15.80 15.80
350-1500 RE-TIMBEFAAN 15r83 15.80
- OTHER
350-SCIO STATE: EFFECTIVE 12/1/84 DELETE THE CLASSIFI-
CATION OF CLEANING LABCRER FROM CROUP 1 ANC
ACC IT TC GROUP 3.
350-9155 STATE : CVERTIME : ALL MCRK PERFCRMEO IN
EXCESS f_F 8 HOURS IN ANY LNE DAY CR IN EXCESS
OF 40 hCLRS IN ANY CNE WEEK. MCNDAY THROUGH
SATURDAY , SHALL BE PAIL) AT CNE AND CNE-HALF
TIMES TEE EMPLOYEES REGULAR RATE.
350-5356 STATE: C�ERTIME : ALL WCRK PERFCPMED ON
SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWC
TIMES 'TFf EMPLOYEES REGULAR RITE.
_ wCRKING FOREMAN: 50 CENTS PER FOUR ABOVE ThE
HIGHEST CLASSIFICATICN SLPERVISED
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PAGE 13
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HWY-R12320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 079 1985
OCCUPATION: LABORERS
LOCATION: CLALLAM. GRAYS (ARBOR. ISLAAC, JEFFERSON. KING. KITSAP. LEWIS,
MASON, PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENCED DUE WES1 TO THE PACIFIC GCEAN ), PIERCE, SKAGIT,
SNCHOMISH. THURSTCN ANO WHATCCM CCUNTIES .
OTHE.'
350-9370 FECERAL : : 85t OF THE BASE RATE PLUS FULL
FRINGE BENEFITS MAY BE PAID CN THE FOL-
LOWING KINDS OF PRCJECTS:
11 MARINE TYPE PRCJECTS ( CCCKS. WHARFS, ANC
SIMILAR ) WHICH HAVE A TGTAL VALUE LESS
THAN S150.000.00.
21 PRCJECTS INVOLVING WCRK CN NGN-MARINE
I 35C-9371 STRICTURES (BUILCINGS CR BRIDGES) WHICH
HAVE A TOTAL VALUE OF $195009000.00
(EXCLUDING MECHANICAL, ELECTRICAL. AND
�- UTILITIES) .
31 NCN-MARINE PROJECTS WHERE NO BUILDING IS
' INCLUDED WHICH HAVE A '%#.4•L7!E LESS THAN
$1 .000.000.00 (SLRFACING 6 PAVING IN-
35C-S450 FEDERAL : : CN PROJECTS:
It WHICH INVOLVE WCRK CN STRICTURES SUCH AS
BUILDINGS. BRICGES. CR DOCKS WHICH HAVE
A TCTAL VALUE CF LESS THAN $19500.000.00
( EXCLUDING ELECTRICAL . MECHANICAL• AND
UTILITIESI , OR ;
21 WHERE NC BUILDING IS INVOLVED WHICH HAVE
350-5451 A TCTAL VALUE CF LESS THAN SI.000.000.00
( INCLLOING SURFACING AND PAVING, EXCLUD-
ING UTILITIES) .
RECUCEC RATES AS INDICATED MAY BE PAID:
GROUP 1 $8.46/HR .
GROUP 2 SIC.78/HR .
GROUP 3 S12.69/HR.
350-S452 GROUP 4
GROUP 5
UTILITIES ARE CEFIkFO AS, SANITARY AND
STORM SEWAGE , AND FACILITIES FOR T:1E DELIV-
ERY OF WATER , ELECTRICITY. GAS. ANC CCM-
Mii:JICATICNS.
4
PAGE 14
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HNY--R32320-AA PREVAILING HINIML14 HOURLY WAGE RATES JUKE 07. 1985
OCCUPATION: PAINTERS
LOCATION: ISLAND. KING. KITSAP. LEWIS• MASCN, PIERCES SKAGIT9 S' CHOMISH,
THURSTCN. ONO WHATCCM CCUNTIES.
FRINGE EENEFITS
APPRENTICESHIP .06 S/HR. STATE
MEALTF AND WELFARE AND DENTAL 1.70 S/HR. STATE
PFNSICN .96 S/HR. STATE
TOTAL HOURLY EENEFI7S 2.72 S/HR. FECERAL
v WAGE RATES
OCCUPATION CCCL'PATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
450-CC30 BRIDGE 17.14 --
F* 450-CCRO BRUSH, JCURt 'YMAN 16.74 --
tin 450-C153 INDUSTRIAL . TINTER 17.14 1T.14
450-0170 PAINTER 1E.74
450-C180 PAPER HANGER 16.74 __
450-0220 ROLLER 1o.74
450-C250 SANDBLAST PC'-TENDER 17.14 --
r 450-0280 STEAM CLEANING 17.14 --
45C-C290 STEEL 17.14 --
-• 450-0300 STEEPLES 17.49 --
450-C370 TCWERS 17.49 --_
450-0380 TOXIC MATEFIAL 17.14 --
OTHER
450-7CIO STATE: FCREMAN - .75 $/HR. CVER THE
hIGHEST PAID JOURNEYMAN CN ThE JOB.
450-7C20 STATE:GFNERAL FOREMA? - 1 .00 S/HR . CVER THE
HIGHEST PAID ON THE JCB.
450-SSOO STATE: INDUSTRIAL PAINTER INCLUDES: STEAM
CLEANER. PCWER WASH ICVER 2000 PSII , BRIDGE.
EPCXY. TCXIC SPRAY* SANDBLAST (PCT TENDER -
BRUSH RATE) . STEEL. TANK, SUSPENDED SCAFFOLD-
ING, PIPES . INDUSTRIAL WCRK IN INDUSTRIAL
PLANTS.
I ` PAGE 25
! r
HMY-R32320-AA PREVAILING MINIMUM 11OURLY WAGE RATES JUNE 079 1585
OCCUPATION: PAINTERS
LOCATION: ISLAND. KING. KITSAP, LEIS. MASCN. PIERCE. SKAGIT, SNGHONISH,
T!•URSTCN. ANG WhATCCM COGNTIES.
OTHER
450-SSIO STATE: CVERTIML - THE FIRST 2 HOURS IN EXCESS
Or 8 HOURS PER DAY, MCNDAY THFCUGH FRIDAY,
k, SHALL 8E PAID AT ONE AND CNE-HALF TIMES THE
REGULAR RATE OF PAY. ALL CTHER OVERT14E HOURS
r^ AND ALL fOLRS %ORKEC ON SATURDAYSt SUNDAYS
ANC HOLICAVS SHALL EE PAID AT OCUBLE THE
REGULAR PATE OF PAY.
i�
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PAGE 26
'-HWY—R32320—AA PREVAILING MINIMLM HOURLY WAGE RATES JUNE 07o 1985
OCCUPATION: PLUMEERS AKE PIPEFITTERS
LOCATION: CLALLAR. JEFFERSON ANC KING COUNTIES.
FRINGE BFNEFITS
DENTAL .al S/HR. STATE
HEALTP AND WELFARE 1 .26; $/HR. STATE
PENSICN 2.30 %/HR. STA7E
TOTAL HOURLY BENEFITS 6.82 3/HR. rEnERAL
TRAINING FLNO . 16 $/HR. STATE
VACATICN 2.75 $/HR. STATE
WAGE RATES
OCCUPA7104 OCCUPATION STATE FEDERAL
j w CODE DESCRIPTION RATE RATE
530—CCIJ FCREMAN 2C.93 --
530—CC20 GENERAL FOREMAN 21.89 --
530—CC30 PLLMBER ANC PIPEFITTER 19.00 19.00
530-0G50 WELDERS i9.00 --
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City Plans Spec's & Permits S-- 2+
HW Y—R3232C—AA PREVAILING MINIMLM HOURLY WAGE RATES JUNE 07, 1585
OCCLIPATION: SHEETMETAL 4QPKERS
LDCATIUN : ISLAND. KING ANC SNCHCMISH CCLNTIES .
FRINGE BENEFITS
HEALTH AND WELFARE 1 . ?5 $/HR. STATE
3.00 i FEDERAL
PENSION 1 . 80 S/HR. STATE
SASMI 3.CO 4 STATE
TOTAL HOURLY BENEFITS 3.C7 S/HR. FEDERAL
TRAINING FUND . 16 $/HR. STATE
WAGE RAZES
DCCUPATIJV CCCCPATION STATE FEDERAL
CCOE DESC.RIPTIGN RATE RATE
f" 63C—OC1J F(RE4AN 22.70
63C—CC31 JCLRNEYMAN 21 .00 2C.71
630—OC40 MATERIAL MAN 14. JO --
OTHER
630—St3) STATE: CbERTIME — All HOURS IMCRKED IN EXCESS
CF B HOURS PER DAY CA 40 HOURS PER MEEK, 4ON—
W
DAY THRCLGH FRIDAY . ANC ALL HCURS MORKEC ON
SATURDAYS. SUNOAVS AND HCLIOAYS SHALL BE P41C
AT DOUBLE THE REGULAR RATE OF PAY.
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HWY—R32320—AA PREVAILING MINIMLM HOURLY WAGE RATES JUNE 07. 1985
OCCUPATIONS TEAMSTERS
LOCATION CLALLAP* GRAYS HARBOR, ISLAND, JEFFERSCN9 KING• KITSAPs KITTITASr
LEWIS . MASON, PACIFIC INCRTH OF TI-E WAHKIAKUY COUN71' NORTHERN
ECU.NDARV EXTENCEO DUE WEST TO THE PACIFIC OCEAN) , PIERCE. SKAGIT,
SNOHOMISH♦ THLRSTCN, WHATCCM, YAKIMA AND THOSE PARTS OF THE
FCLLOWIAG COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND
CCUGLAS COUNTIES.
FRINGE BENEFITS
HEALTf AND WELFARE 1.89 f/HR. STATE
PENS)CN 1. 75 t/HR. STATE
TOTAL HOURLY BENEFITS 3.64 f/HR. FEDERAL
,. TRAINING FUND .00 FEDERAL
WAGE RATES
OCCL'PATIOY CCCLPATION STATE FEDERAL
�. CCOE DESCRIPTION RATE RATE
GROUP 1
730—C690 LEVERHAN AND LCACERS AT BUNKERS AND 17.06 17.06
BATCH PLANTS
730-1200 SMAMPER 17.06 17.06
730-1810 WAREHUUSEMAN AND CHECKERS 17.06 17.06
GROUP 2
730-1303 TEAM CRI �EP 17.11 17.11
GROUP 3
730—C11J BLLL LIF1S• OR SIMILAR ECUIPMENT USED 1N 17.16 17.16
LCADING CR UNLOACING TRUCKS. TRANSPCRTING
MATERIALS EN JGB SIIES:WARENCUSING
730—C140 BUS OR EMPLCYEEHAUL 17.16 17.16
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HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 07, 1585
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM. GRAYS hAROCR, ISLAND. JEFFERSCN, KING• KITSAP, KITTITAS,
LEWIS, MASON. PACIFIC INCR7l- CF THE WAHKIAKUM COUNTY NORTHERN
ECUNOARY EXTENDED DUE WEST TO THE PACIFIC CCEANI. PIERCE. SKAGIT.
SNUHCMISH, ThLRSTCN, wHATCCM, VAKIMA AND THOSE PARTS CF THE
FCLLOWIKG CCLNTIES LYING WEST CF TfE 120TH MERIDIAN: CHELAN ANC
OCUGLAS COUNTIES.
WAGE RATES
OCCUPATION CCCLPATION STATE FEDERAL
CCDE DESCRIPTION RATE RATE
GROUP 3
730-C200 DUMPSTER$, AND SIMILAR ECUIPMENT:TOURNO- 17.16 17.16
RCCKERS. TCURNOWA,ON. TOURNCTRAILER, CAT OW
SERIES, TERRA CCERA, LETCURNEAU, WESTINGrOUSE
ATHEY WAGON. EUCLID, TWO AND FCUR-WHEELEC
PCMER TRACTOR WTF TRAILER ANC SIMILAR TOP-
LCADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS. $ICE. END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR LCMBINATILNS
TO-ERECF:LP TC AND INCLUDING 5 YARDS
730-C460 FL0,ERTY SPREADER 17.16 17.16
730-Ct1O FUEL TRUCK , GREASE TRUCK. GREASER. BATTERY 17.16 17.16
SERVICE MAN AND/CR TIRE SERVICE MAN
730-1100 SCISSORS TRUCK 17.16 17.16
730-1350 TRACTCR, SMALL RUBBER-TIRED (WHEN USED WITHIN 17.16 17.16
TEAMSTER JLRISDICTICNI
730-175J VACUUM TRUCK 17.16 17.16
730-2C00 WATER WACON AND TANK TRUCK: UP TC 1600 17.16 17. 16
GALLONS
730-2200 WINCH TRLCK: SINGLE REAR AXLE 17. 16 17.16
730-2220 WRECKER • TCW TRUCK ANC SIMILAR EQUIPMENT 17.16 17. 16
GROUP 4
730-0500 FLATBED TRLCK, DUAL REAR AXLE 17.27 17.27
GROUP 5
730-CCBO BUGGYMCBILE AND SIMILAR 17.33 17.33
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HMY—R32320—AA PREVAILING MINIMLM HOURLY WAGE RATES JUNE 07. 1985
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS I-ARBOR, ISLAND. JEFFERSON9 KING* KITSAPo KITTITAS•
LEWIS. MASON. PACIFIC ( NCRTH CF THE MAHKIAKUM COUNTY NORTHERN
BCUNOARY EXTEKEED DUE WEST TO THE PACIFIC OCEAN) , PIERCE- SKAGIT.
SKOH_)MISH. THLRSTCN. moHAICCMv YAKIMA AND THOSE PARTS CF THE
FCLLOWING COUNTIES LYING WEST CF THE 120TH MERIDIAN: CHELAN ..NO
CCUSLAS COUNTIES,
WAGE RATES
OCCUPATION CCCUPATION STATE FEDERAL
CCDE DESCRIPTION RATE RATE
GROUP 5
730—C670 HYSTER CFERATORS (HAULING BULK LOOSE 17.33 17.33
AGGREGATFSI
730—I190 STRADDLE CARRIER IRCSS, HYSTER AND SIMILAR) 17.33 17.13
730-2010 WATER WA ON AND TANK TRUCK: 16CO GALLCNS 17.33 17.33
TC 3000 CALLCNS
GRUUP 6
730-1503 TRANSIT—MIX. () TO AND INCLUDING 4.5 YOS. 17.37 17.37
GROUP 7
730—C210 OLMPSTEPS. AND SIMILAF ECUIPMENT:TOURNO— 17.3d 17.38
RCCKERS. TCURNOWAGOh, TOURNOTRAILER . CAT DW
SERIES, TERRA CCERA, LETCURNEAU. WESTINGrOUSE
ATrEY WAGON, EUCLID, TKC AND FOUR—WHEELEC
PCWER TRAC7CR MTh TRAILER AND SIMILAR TOP-
- LCAOED ECUIPMENT TRANSPORTING MATEAIAL AND
PERFCRMINI: WORK IN TEAMSTER JURISDICTION:OUMP
TRUCKS, SICE. END AND BOTTOM DUMP, INCLUDING
SEMI—TRLCKS AND TRAINS OR CGMBIhATICNS
TfEREOF:CVER 5 YARDS TC AND INCL. 12 YARDS
73C—C410 EAPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.38 17.38
_ EQUIPMENT
T30-0710 LCWBEO AhO HEAVY DUTY TRAILER: UNDER 50 17.38 17.38
TCAS GRCSS
730—CS10 CIL DISIFIBLTGR CRIVER (RCAOI 17.38 17.39
730-114) SLURRY TRUCK URIVER 17.3d 17.38
73C-1160 SAC—GO AND SIMILAR EQUIPMENT 17.38 17.38
730-2210 WINCH TRLCK: DUAL REAR AXLE 17.38 17.38
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HWY-R32320-AA PREVAILING MINIMUM HGLRLY WAGE RATES JUNE 07, 1985
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND. JEFFERSON, KING* KITSAP, KITTITAS*
LEWI`„ MASON. PACIFIC INCRTH CF THE WAHKIAKUN COUNTY NORTHERN
BCUNJARV EXTENDED DUE WEST TO THE PACIFIC CCEANI , PIERCE. SKAGIT,
SNOHOMISH, THLRSTCN, WHATCOM, YAKIMA AND THOSE PARTS OF THE
FCLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND
OCUGLAS COUNTIES.
WAGE RATES
OCCUPA710N CCCLPATION STATE FEDERAL
CCDE DESCRIPTION RATE RATE
GROUP 8
730-C220 OLMPSTERS, AND SIMILAR EOUIPMENT:TCURNO- 17.44 17.44
RCCKERS, TCURNOWAGON* TOURNOTRAILER * CAT DW
SERIES, TERRA CCBRA* LFTCURNEAU. WESTINGHOUSE
Alltf WAGON, EUCLID, TWO AND FOUR-1,HEELEC
PCWER TRACTCR WTH TP4ILER AND SIMILAR TOP-
LCADED ECUIFMENT TRANSPORTING MAT;KIAL AND
PERFORMING WORK IN TEAMSTER JURISOICTION:OUMP
TRUCKS* S10E* END ANC BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATICNS
THEREGF :CVER 12 YARCS TO AND INCL. 16 YARDS
GROUP 9
730-CIOJ 8LLK CEMENT TANKER 17.49 17.49
730-C230 OLMPSTERS * AND SIMILAR ECUIPMENT:TOURNO- 17.49 17.49
RCCKERS . TCURNCWAGON* TOURNCTRAILER, CAT OW
SERIES, TERRA CCBRA, LETCURNEAJ, WESTINGHOUSE
ATHEY WAGCN, EUCLID* TWO AND FOUR-Wi+EELEC
POWER TRACTCR WTH TRAILER AND SIMILAR TOP-
LCADED ECUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISOICTICN:DUMP
TRUCKS, SICE, ENC AND 8071CM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR CCMBINATICNS
TFEREOF:CVER 16 YARCS TO AND INCL. 20 YARDS
730-2015 WATER WAGCN AND TANK TRUCK: CVER 3000 GALLCNS 17.49 17.49
GROUP 1C
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HWY-R32320-AA PREVAILING MINIMLM HOURLY WAGE RATES JUKE 07. 1985
OCCUPATION: TEAMSTERS
LOCATION: CLALLaM, GRAYS HARBOR* ISLAND, JEFFERSON, KING, KITSAP, KITTITAS,
LEWIS, MASON, PACIFIC ( NCRTH CF THE WAHKIAKUM COUNTY NORTHERN
BCUYDARV EXTENCEO DUE 'WEST TO THE PACIFIC OCEAN)► PIERCE, SKAGIT,
SNCHOMISH, THLRSTCN, WHATCCM, YAKIMA AND THOSE PARTS OF THE
FCLLOWING CGUNTIES LYING WEST CF THE 120TH MERIDIAN: CHELAN AND
DCUGLAS COUNTIES.
WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
CCOE DESCRIPTICN RATE RATE
GROUP 1C
730-C12J BLLL LIF1S . OR SIMILARY ECUIPMENT USED IN 11.51 17.51
-• LCADING CR UNLOACING TRUCKS. TRANSPCRTING
MATERIALS CN JC3 S17ES:CTHER THAN WAREHOUSING
GROUP 11
730-1510 TRANSIT-MIX USED EXCLLSIVELY IN HEAVY 17.5 • 17.54
CCNSTR. (EVER 4 YDS. TG AND INCL. 6 YOS. 1
GROUP 12
730-CC10 A-FRAME CR HYDRALIFT TRUCKS GR SIMILAR 17.64 17.64 j
ECUIPMENT WHEN A-FRAME OF HYDRALIFT OR
SIMILAR EOLIPAENT IS IN USE
GROUP 13
4 730-G240 OLMPSTERS, AND SIMILAR ECUIPMENT:TOURNO- 17.66 17.66
RCCKERS, TCURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA CCBRA , LETCURNEAU, WESTINGHOUSE
AlHEY WAGGN, EUCLID* TWO AND FOUR-WHEELED
PCWER TRACTCR WTti TRAILER AND SIMILAR TOP-
LCADEU ECUIPMENT TRANSPORTING MATERIAL AND
PERFCRMING WCRK IN TEAMSTER JURISOICTION:OUMP
TRUCKS, SIDE, IC ANC BOTTOM DUMP, INCLUDING
SEMI-TRLiCKS AUD TRAINS OR CCMBINATICNS
THEREOF:CVER 20 YARCS TO AND INCL. 30 YARDS
730-C720 LCWBED AND HEAVY DUTY TRAILER: OVER 50 TCNS 17.66 17.66
GRCSS TO AND INCLUDING 100 TONS GROSS
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HWY-R32320-AA PREVAILING MINIVGM HOURLY WAGE RATES JUNE J7* 1985
OCCUPATION: TEAMSTERS
LOCATION: CLALLAP* GRAYS HARBOR . ISLAAG. JEFFERSCN, KING, KITSAP. KITTITAS*
LEWIS* MASON* PACIFIC (NCRTH OF THE WAHKIAKUM COUNTY NORTHERN
BCUNDAFV EXTENCEC DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT,
SNOHOMISH. THLRSTCN. WHATCGM, YAKIMA AND THOSE PARTS GF TfE
FCLLCWiNG COUNTIES LYING WEST CF THE 120TH MERIDIAN: CHELAN AND
DCU%�LAS COUNTIES.
WAGE R47ES
OCCUPATION CCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
I
GROUP 14
730-1525 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 0.70 17.70
CCNSTR- :CVER 6 YCS. TC AND INCL- 8 YJS.
730-0253 DUMPSTEPS. AND SIMILAR ECUIPMENT:TDLRNO- 17.82 17. 82
RCCKERS, TCURNOWAGON, TOURNCTRAILER. CAT D'W
SERIES* TERRA CCBRA. LETCURNEAU♦ WESTINGHOUSE
A7FEY WAGCS, EUCLID, TWC AND FCUR-WHEELEC
PCWER TRACTCR WTF TRAILER 'ND SIMILAR TOP-
LCADED ECUIPMENT TRANSPORT&NG MATERIAL AND
PFRFCRMING WCRK IN TEAMSTER JURISCICTION:DUMP
TRICKS, SICE. ENE ARC SOTTGM OLMP* INCLUCING
SEMI-TRUCKS AND TRAINS CR COMBINATIONS
THEREGF :CVER 30 YOS. TC AND INCL. 40 YDS.
730-C73O LCWBED AND HEAVY DUTY TRAILER: CVER 100 17.82 17.82
TCNS GROSS
GROUP it
730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.86 17.86
CCNSTR. :CVER 8 YCS. TC AND INCL. 10 YDS.
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HolY—R32320—AA PREVAILING MINIMLM HOURLY WAGE RATES JUKE 07, 1965
OCCUPATION: TEAMSTERS
LOCATION: CLALLAF, GRAYS HARBOR, ISLANC, JEFFERSON. KING, KITSAP, KITTITAS,
LEWIS, MASON, PACIFIC INCRTH CF THE WAHKIAKUM COUNTY NORTHERN
8CUND ARY EATENCEC DUE WEST TO THE, PACIFIC OCEAN) , PIERCE. SKAGIT,
SKOHOMISH, THLRSTCN, eHATCCP, YAKIMA AND THOSE PARTS GF THE
FCLLuWING COUNTIES LYING WEST OF THE 120TH MERIJIAN: CHELAN AND
OCUGLAS COUNTIES.
WAGE RATES
OCCUPATION OCCUPA"iION STATE FECERAL
CODE DESCRIPTION RATE RATE
GROUP 17
730—C260 OLMPSTER ' . AND SIMILAF EGUIPMEN7:TOURNO— 17.99 17.98
ROCKERS , fCURNOWAGON, TOURNOTRAILER , CAT DW
SERIES. TERRA CCERA, LETCLRNEAU, WESTINGHUUSE
!,. ATHEY WAGON, EUCLID, TWO AND FCUR—WHEELED
PC''mER TRACTCR WTh TRAILER ANC SIMILAR TOP—
LOADED ECUIPM£NT TRANSPORTING MATERIAL A';D
PEFFORMING WGRK IN TEAMSTER JURISCICTION:DU-,F
TRUCKS, $ICE, END ANC BOTTOM DUMP, 1NCLUCING
SEMI—TRUCKS AND TRAINS OR COMBINATICNS
THEREOF :CVER 40 YARCS TO AND INCL . 55 YARDS
GROUP If
[.
.., 730—I .rJ .T
AANSI7—MIX USED EXCLUSIVELY IN HEAVY 1H.03 18.03
CLNSTR. :CVER 10 YOS. TO AND INCL. 12 YDS.
GROUP 19
T30-1553 TRA14SIT—MIX USED EXCLUSIVELY IN HEAVY 18.19 18.19
CCNSTR. :CVER l2 YOS. TO AND INCL. 16 YDS .
~ GROUP 2C
730-1`.6J TRANSIT—MIX USED EXCLLSIVELY IN HEAVY 18.35 18.35
CCNSTR. :CVER 16 YOS. TO AND INCL. 20 YDS.
GROUP it
730-1570 TRANSIT—MIX USED EXCLLSIVELY IN HEAVY 18.51 18. 51
CCKSTR. :CVER 20 YOS.
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HWY-R3232C-AA PREVAILING MINIMLM HOURLY WAGE RATES JUNE 07, 1S85
OCCUPATICN: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBGR, ISLAND. JEFFERSCN, KING, KITSAP, KITTITAS,
LEWIS, MASON, PACIFIC (NCRTH OF THE WAHKIAKUM COUNTY NORTHERN
bCU.YDARY EXTENDED DUE WEST TO THE PACIFIC CCEAN), PIERCE. SKAGIT,
SNOHCMISH, THLRSTCN. WHATCCM, YAKIMA AND THOSE PARTS CF THE
FtLLOWING CCLNTIES LYING WEST CF THE 120TH MERIDIAN: CHELAN AND
DCUGLAS COUNTIES.
WAGi RATES
9CCUPA7ION CCCLPATION STkTE FEDERAL
CCOE DESCRIPTICN RATE RATE
GROUP 22
730-C400 ESCORT CPIVER 17406 12.00
Y30-1C20 PILOT CAR 17.06 12.00
GROUP 23
730-C490 FLATBED TRLCK, SINGLE REAR AXLE -- 15.25
730-1CIJ PI':K-UP TRUCK -- 15.25
GROUP 24
- 73J-CEIJ .MECHANIC HELPER 16.91 --
GPJUP 25
730-C800 MECHANIC 17.50 --
OTHER
130-5371 STRLCTUPES (BUILDINGS CR BRIDGES) WHICH
HAVE A TOTAL VALUE CF f1,5CC,000.00
- ( EXCLLOING MECHANICAL, ELECTRICAL, AND
UTILITIFS ) .
31 NON-MARINE PROJECTS WHERE NO BUILDING IS
INCLUDED WHICH HAVE A VALUE LESS THAN
S1 .000,CJ0.00 (SURFACING G PAVING IN-
730-5372 CLLCED. BUT UTILITIES EXCLUDEDI.
UTILITIES ARE DEFINED AS: SANITARY & STURM
'- SEWAGE , AND FACILITIES FOR THE DELIVERY OF
WATER. ELECTRICITY. GAS , AND CCMMUNICATIONS
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HMY—R32320—AA PREVAILING MINIMLM HOURLY WAGE RATES JUNE 07, 1985
OCCUPATION: TEAMSTERS
LOCATION: CLALLAP, GRAYS HARBOR, ISLAND. JEFFERSCN, KING, KITSAP, KITTITAS,
LEWIS, MASON, PACIFIC INCRTH CF THE WAHKIAKUM COUNTY NCRTHEPN
BCUNUARY EXTENCED DUE WEST TO THE PACIFIC GCEANl , PIERCE. SKAGIT,
SNOHOMISH, THLRSTCN, WHATCOM, YAKIMA AND THOSE PARTS CF THE
FCLLLWING COLNTIES . PING WEST CF THE 120TH MERIDIAN: CHELAN AND
CCU3LAS ('.CUNTIES.
OTHER
730—SI35 STATE: FCR CCCUPATICN 730-0260 IN GROUP 17
ACO .15 1/!-R . FOR EACH 10 YARD INCREMENT OVER
55 YARDS
73C-9736 STATE: O�ERTIME—ALL WORK PERFCRMED IN EXCESS
CF 8 HOURS PER DAY OR 40 HOURS PER aEEK, MON—
DAY THRCLGH FRIOAY, A6C ALL WCRK PF.RFCRMEO CN
SATURDAYS SHALL BE PAID AT ONE AND CNE— HALF
TINES THE REGULAR RATE OF PAY .ALL WCRK PLR—
�. FCRMED CN SUNDAYS AND HOLIDAYS SHALL BE PAID
DOUBLE THE REGULAR RATE OF PAY.
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SPECIAL PROVISIONS
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CITY OF RENTON
APWA STANDARD SPECIFIr,ATIONS
THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTP' ION PREPARED
BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1981
EDITION, SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND
SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE
ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY
INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL
APPLY EXCEPT AS AMENDED OR SUPERSEDED By THE SPECIAL AND TECHNICAL PROVISIONS
HEREIN.
A COPY LF THESE STANDARDS SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE
PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE
THEY MAY BE EXAMINED AND CONSULTED BY ANY INTERESTED PARTY.
WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER, SUCH
REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE
IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE
DIRECTOR OF PUBLIC WORKS, "ITY OF RENTON, OR HIS DULY AUTHDRIZEJ
REPRESENTATIVE.
NOTE: THE SPECIAL AND TECHNICAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN
AUDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN
CONFLICT HEREWITH.
HEADINGS
HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AMU SUBARTICLES ARE INSERTED FOR
CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATIGN OF THE
CONTRACT DOCUMENTS.
SPECIAL AND TECHNICAL PROVISIONS STRUCTURE
THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF , DIVISION i,
II, III AND IV OF THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED
"REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION," THE SPECIFICATIONS
HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS
NOTED. WHERE SECTIONS ARE MARKED, "ADDITIONAL SECTION," THE SPECIFICATIONS
HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIF?CATIONS NOTED, WHERE
SECTIONS ARE MARKED "SUPPLEMENTAL SECTION," THE SPECIFICATIONS HEREIN ARE TO
BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS.
Revised 1/94
SPECIAL PROVISIONS
INDEX
SECTION PAGE
SECTION 1 SP 1
SPECIAL PRrVISIONS SP 1
STANDARD SPECIFICATIONS SP 1
ACT OF GOD SP 2
SHOP DRAWINGS SP 2
OR EQUAL SP 2
APPROVAL. SP 2
SECTION 2 SP 2
PUBLIC OPENINGS OF BIDS SP 2
SECTION 3 SP 2
CONSIDERATION OF B.'OS SP 2
SECTION 4 SP 2
PROCEDURE AND PROTEST BY THE CONTRACTOR SP 2
USE OF MATERIALS FOUND ON THE PROJECT SP 3
WASTE SITES SP 4
HOURS OF WORT( ;,r 4
CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 4
SECTION 5 SP 4
SUBMITTALS SP 4
CONSTRUCTION STAKING SP 5
FINAL ACCEPTANCE SP 6
METHOD OF SERVICE OF NOTICE S? 6
ERRORS AND OMISSION` SF' 6
.SECTION 7 SP 6
SANITAT N SP 6
LOAD LIMITS SP 6
EMPLOYMENT OF STATE RESIDENTS SP 7
WAuE5 SP 7
SUELONTRACTING SP 9
RECORDS AND REPORTS SP 9
CONTRACTOR'S RESPONSIBILITY FOR WORK SP 10
RESPOONSIBILITY FOR DAMAGE SP 11
PROTECTION AND RESTORATION OF PROPERTY SF' 11
RESTORATION OF STRUCTURES ANO SURFACES SP 11
UTILITIES AND SIMILAR FACILITIES SP 13
Revised 3/89
PUBLIC LIABILITY ANG PROPERTY DAMAGE SP 13
GENERAL SAFETY REQUIREMENTS SP 13
FLAGMEN, BARRICADES, AND SIGNS SP 14
DUST CONTROL SP 15
RIGHTS OF WAY SP 15
EMPLOYMENT OPENINGS SP 15
SECTION 8 SP 15
PROGRESS SCHEDULE SP 15
PRE-CONSTRUCTION CONFERENCE SP 16
NOTICE TO PROCEED SP 16
TIME OF COMPLETION SP 16
LIQUIDATED DAMAGES SP 17
OVERTIME WOW, BY OWNER EMPLOYEES SP 17
CONTRACTOR'S PLANT AND EQUIPMENT SP 17
r ATTENTION TO WORK SP 18
SECTION 9 SP 18
L MEASUREMENT OF QUANTITIES SP 18
SCOPE OF PAYMENT SP 19
r OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 19
L
Revised 3/84
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SECTION 1
111.39A SPECIAL PROVISIONS (ADDITIONAL SECTION
ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AND PROVIDING
FOR THE METHOD OF MEASUREMENT AND PAYMENT FOR WORK PERFORMED ARE DELETED AND
VOID. THE MEASUP"MENT AND PAYMENT SECTION SET FORTH IN THESE DOCUMENTS EHALL
BE THE BASIS FOR AYMENT OF ALL WORK PERFORMED UNDER THIS CONTRACT.
1-1.398 STANDARD SPECIFICATIONS (ADDITIONAL SECTION)
OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM
THE LATEST EDITIONS OF:
AWWA AMERICAN WATER40RKS ASSOCIATION
ANSI AMERICAN NATIONAL STANDARDS
ASA AMERICAN STANDARDS ASSOCIATIGN
ASTM A4ERICAN SOCIETY FOR TESTING AND MATERIALS
1-1.50 ACT OF GOD (REPLACEMENT SECTION
"ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC
PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL.
PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH
MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL
LOCALITY OF THE WORK, SHALL NCI BE CONSTRUED AS AN ACT OF GOD.
1-1.51 SHOP DRAWINGS (REPLACEMENT SECTION)
THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE
DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METHODS OF INSTALLATION, OR OTHER
CONSIR')'CTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER
AND SUBMITTED FOR THE APPROVAL OF THE OWNER.
1-1.52 OR EQUAL (REPLACEMENT SECTION)
WHERE THE TERM "OR EQUAL- IS USED HEREIN, THE OWNER, OR THE OWNER ON
RECOtR&NDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUA_1TY AND
SUITABILITY OF THE PROP050 SUBSTITUTION.
SP 1 Revised 3/84 ..
1-1.53 APPROVAL (REPLACEMENT SECTION)
THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN
PROPERLY ON THE BEHALF OF THE OWNER.
SECTION 2: 6I0 PROCEDURES AND CONDITIONS
2--' .12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION)
SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON, WASHINGTON, BY FILING WITH
THE CITY CLERK, MUNICIPAL. BUILDING, RENTON, WASHINGTON, AS PER CALL FOR BIDS
AND WILL BE OPENED AND PUBLICLY READ ALOUD.
SECTION 3
3-1.01 CONSIDERATION OF BIDS (ADDITIONAL SECTION)
AWARDING OF CONTRACT WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES.
NO PARTIAL BIDS WILL BE ACCEPTED.
SECTION 4
4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION)
ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS
SUPERINTENDENT OR FOREMAN AS TO THE MEANING AND INTENT OF ANY PART OF THE
PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES
FOR INTERKETAIION AN ADJUSTMENT, IF WARRANTED.
FAILURE ON THE PART OF 1HE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO
DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR
MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR
MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED.
10 PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO
THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE
QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE
IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE
WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS.
r
SP 2 Revised 3/84
IN THE EVENT THE CONTPACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH
INTERPRE(ATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY
CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT OF THE DAMAGE OR
DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE EVENT
AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR
WILL EACH APPOINT N ARBITRATOR AND THE TWO SHALL SELECT A THIRD WITHIN 30
DAYS THEREAFTER.
THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL BE FINAL AND
BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES
THE FINDINGS AND DECISION BY SERVING AND FILING A PETITION FOR REVIEW BY THE
SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE PETITION FOR
REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION:
1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED;
2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF;
3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND
THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION.
THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN
WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY
SUCH HEARING.
THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE
STATE OF WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE.
THL COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE
CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S
FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE
FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONT""'TOR,
THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGiON, AND IF THE
CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN
AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER THIS
CONTRACT.
4-1.10 USE OF MATERIALS FOUND ON THE PROJECT (REPLACEMENT SECTION)
ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED
FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALAVAGED AND
DELIVERED TO THE CITY SHOPS.
ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH
BASINS, AND STORM AND SANITA Y MANHOLE COVERS SHALL BE SALVAGED AND DELIVERED
TO THE CITY SHOPS.
ANY COST INCURRED IN SALVAGING AND DELIVERI4G SUCH ITEMS SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE.
SP 3 Revised 3/84
4-1.12 WASTE SITES (ADDITIONAL SECTION)
ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED,
AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR.
THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE.
ALL WORK INCLUDED IN THIS SECTION SHALL BE CONSIDERED TO BE INCIDENTAL TO
OTHER ITEMS OF WORK. AND NO FURTHER COMPENSATION WILL BE MADE .
THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR
IN A MANNER AS DESCRIBED BELOW:
THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND
RELATED EQUIPMENT AS DEEMED NECESSARY BY THE CITY PUBLIC WORKS DIRECTOR TO
ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PROMPT RESTORATION OF
THE ROUTE IS MANDATORY.
4-1.13 HOURS OF WORK (REPLACEMENT SECTION)
THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE
L PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE
DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC OR THE
CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE.
4-1.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS
THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND
SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING
ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE. SITE OF CONSTRUCTION IN
GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER
ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BC FURNISHED I
THE OWNER AT NET COST OF REPRODUCTION.
SECTION 5
5-1.03 SUBMITTALS (REPLACEMENT SECTION)
THE CONTRACTOR SHALL FURNISH ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA,
CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S
INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIPMENT
TO BE FURNISHED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT
OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SHOWS ANY DEVIATION
FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN
WRITING ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AND
STATE THE REASONS THEREFORE.
SP 4 Revised 3/84
W
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5-1.05 CONSTRUCTION STAKING (REPLACEMENT SECTION)
THE ENGINEER SHALL HAVE THE RIGHT 70 MAKE REASONABLE CHANGES IN THE GRADES AS
THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF
OFFSET STAKES AT DISTANCES NOT GREATER THAN 50 FEET, SET IN ADVANCE OF THE
WORK. WHENEVER WORK 15 IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS
EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION
GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER.
SUCH EMPLOYEFF SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND
MAINTAINING S, :H CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S
LEVEL SHALL BE USED FOR A,L LINES SET ON A GRADE Oc 0.50 PERCENT OR LESS, AT
LEAST THREc BATTER BOARDS SHIL� REMAIN IN P ACE DURING PIPE LAYING
OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STwES SHALL BE
DESTR]YED AND REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE CONTRACTOR'S
FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH
REPLACEMENT.
THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING:
1. REQUESTS FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE
SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR
TO USE.
2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3
TIMES DAILY BY CONVENTIONAL METHODS.
3. PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATICN� WHERE A BOX IS
BEING USED FOR EXCAVATION.
THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE
SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS
WHILE WAITING FOR CONSTRUCTION GUIDES.
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND
TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED r-ROM SUCH STAKES AND MARKS.
DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3
DAYS ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS
FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME.
ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO
OTHER BIC ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE,
UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF
PRICES.
SP 5 Revised 3/84
5-1.12 FINAL ACCEPTANCE (REPLACEMENT SECTION)
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE
WORK WHEREUPON THE ENGINEEP WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY
HIMSELF AS TO THE ACTUAL COMPLETij4 OF THE WORK IN ACCORDANCE WITH THE TERMS
OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT TOE WORK IS
ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF TH; WORK SHALL 8E
MADE BY THE OWNER.
5-1.15 METHOD OF SERV;CE OF NOTICE (REPLACEMENT SECTION)
WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON
TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE
CORPORATION OR OWNER OR TO AN EXECUTIVE OFFICIAL IF THE OWNER I5 A
GOVERNMENTAL BODY, OR IF SENT BY RtGISTERED UNITED STATES MAIL TO THE BUSINESS
DRESS SHOWN IN THE CONTRACT DOCUMENTS.
5-1.17 ERRORS AND OMISSIONS (REPLACEMENT SECTION)
IF THE CONTRACTOR, IN THE COURSE O� HIS WORK, BECOMES AWARE OF ANY ERRORS OR
OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS
AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE
CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL
IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY,
r SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE
AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK,
�s
SECTION 7
a. 7-1.04 SANITATION (ADDITIONAL SECTION)
ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES
SHALL BE CONSIDERED INCIDENTIAL TO THE PROJECT AND NO COMPENSATION SHALL BE
`^ Mar
/-1.07 LOAD LIMITS (REPLACEMENT SECTION)
ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL
STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF
WASHINGTON (1467 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT ,
AND LOADS OF MOTOR VEHICLES.
w PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE
LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED.
re
SP 6 Revised 3/84
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ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW
ENFORCEMENT AGEN' .
THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL
HAUL VEHICLES USED ON THIS PROJECT, LISTING THE VEHICLE NUMBER, LICENSE
NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS.
7-1.08 EMPLOYMENT OF STATE RESIDENTS (REPLACEMENT SECTION
THE SECTION ON EMPLOYMENT OF STATE RESIDENTS IS DELETED IN ITS ENTIRETY.
7-1.09 WAGES (REPLACEMENT SECTION)
THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS
THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS
AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE
BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AND FRINGE
BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT
OF LABOR DECISION NUMBER WA 83-5110.
TF.. CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART
OF IT SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED
HOURLY MINIMUM RATES OF WAGES SHOWN 1N THE CONTRACT. WAGES 1N EXCESS OF SUCH
HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATEn, THE
EMPLOYEER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS
LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND
FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER
ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST
BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY
DOES NOT WA*iRANT OR REPRESENT THAI LABOR CAN BE PROCURED FOR THE MINIMUM RATES
SET FORTH OR AS CHANGED. IT IS THE CONTRACTOR'S i%ESPONSIBILIIY TO ASCERTAIN
THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY.
7HE CONTRACTOP SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND
INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING
WAG`," A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE
CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH
CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL
STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR
INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE.
ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U.S. SECRETARY OF LABOR, IF
THERE 15 A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A
SIMILAR CLASSIFICATIONi OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS THAN THE
WAGE WHICH IS THE HIGHER OF THE TWO,
SP 7 Revised 3/84
IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE kATES
DETERMINED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SH'rLL F44 SENT
TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES
PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND ThE PERK
PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE.
IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES
DETERMINED BY THE U.S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER
WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE
APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U.S. BUREAU
OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE
CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U.S.
BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND
WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH
RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS.
IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORE OF
A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE
CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT
REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE
DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE
UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT
OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND
BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE.
IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE
SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE
APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS
PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND
INDUSTIRES.
ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL FURNISH
WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF WEEKLY STATEMENTS ARE NOT
UTILIZED THE CONTRACTOR SHALL FURNISH A CERTIFICATION, PRIOR TO EACH PROGRESS
ESTIMATE PAYMENT, CONFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID.
IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND
WAGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE
PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMMEDIATELY FOLLOWING
THE OCCUPATION CODE NUMBER, I.E. : 10-OD10 YAK.E.
THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL 8E OPEN
TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE
CONTRACT AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF
ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT
PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYRULLS FOR THE
CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE
CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS DR
AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON
THE SAME TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT
IS TO BE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE
CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN
SUCH AUDIT IS TO BEGIN.
^R
SP B Reviser 3/6w
M
BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE
CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF
"STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L & I NUMBER 700-29
WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES).
UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR
AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L & I NUMBER
700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING
WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY MUST RECEIVE
FROM THE PRIME CONTRACTOR A COPY OF "RELEASE FOR THE PROTECTION OF PROPERTY
OWNERS AND GENERAL CONTRACTOR" (FORM L & I NUMBER 206083 THE STATE DEPARTMENT
OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS
RETAINED, ACCORDING TO THE PROVISIONS OF ROW 60.28.D1D ARE RELEASED TO THE
CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND
INDUSTRIES. A FEE OF $12.00 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING
WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM
SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS
RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MAKE ALL APPLICATIONS_DIRECTLY
TO THE DEPARTMENT OF LABOR .AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO
ALL THE BID ITEMS OF THIS CONTRACT.
IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINLTON STATE
DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY
THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE AFFIDAVITS WILL BE REQUIRED
BEFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF ROW 60.28.010 ARE
RELEASED TO THE CONTRACTOR.
7-1.11I SUBCONTRACTING (ADDITIONAL SECTION)
BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AFFIDAVIT OF
AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE
PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNT PA10 TO
MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS.
7-1.11J RECORDS AND REPORTS (REPLACEMENT SECTION)
THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS
BEFORE PROGRESS AND/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY
THE PUBLIC WORKS DIRECTOR:
1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257
2. EACH JULY - STATE HIGHWAY FORM PR-1391
THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE
PRECONSTRUCTION MEETING.
SP 9 Revised 3/84
AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE
BIDDER WITH HIS 610 PPOPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE
PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY OF
LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE FURNISHED TO
THE CONTRACTOR WITH THE PROPOSAL, STATING AS TO WHETHER HE, HIS FIRM,
ASSOCIATION, CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS
CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE A-9 IF 50,
WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING
REQUIREMENTS.
FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE
DUE CAUSE FOR REJECTION OF THE BID.
IF A CONTRACTOR TO WHOM AN AWARD IS ABOUT TO BE MADE, EXCEPT FOR LACK OF AN
EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE, REFUSES OR FAILS TO PROMPTLY
EXECUTE AND FURNISH THE REQUIRED CERTIFICATE WITHIN 10 DAYS AFTER NOTICE BY
THE DIRECTOR OF PUBLIC WORKS THAT SAFE IS LACKING FROM HIS PROPOSAL. lHE
PROPOSAL GUARANTEE, IN FORM OF BOND, LHECK, OR CASH WHICH ACCOMPANIED THE BID,
WILL BE FORFEITED TO THE CITY.
WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND
SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS
OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968, HE SHALL OBTAIN THIS
CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT TOGFTHER WITH
SUCH REQUEST, NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH
CERTIFICATION FROM THE SUBCONTRACTOR.
FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT
ENGINEER ASSIGNED TO THIS PROJECT .
7-1.13 CUNTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION
THE WORK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE
CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FRCM WHATSOEVER
CLAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR ON
OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT, IF ANY SUCH LOSS OR
DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR
DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO S0,
THE OWNER, MAY ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON MAKE GOOD ANY
SUCH LOSS OR DAMAGE, AND THE CG:T AND EXPENSE OF SO DOING SHALL BE CHARGED TO
THE CONTRACTOR.
THE CONTRACTOR ALONE SHALT_ AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS
AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT
AND EQUIPMENT AND THE METHOD OF PROSECUTING THE WORK.
DURING UNFAVORABLE WEATHER AND OTHEF CONDITIONS, THE CONTRACTOR SHALL PURSUE
-- ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY.
SP 10 Revised 3/84
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NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE
AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS
EXIST, UNLESS BY SPECIAL MEANS OR PRLCAUTIONS ACCEPTABLE TO THE ENGINEER, THE
CONTRACTOR SHALL isL ABLE TO OVERCOME THEM.
7-1.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE
PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED Ey 'CIS EQUIPMENT FOR THE
DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE WATERING
TRUCKS, POWER SWEEPERS, ANP JTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY
THE ENGINEER, 10 AVOID CREATING A NJISANCE.
rXIST AND MUD CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO
-COMPENSATION WILL BE MADE FOR THIS SECTION.
COMPUa IN1S OF DUST, MOO, OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE
OWNERS IP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACIION IN
CORRECIIN; WILL BE REQUIRED. WRITTEN NOTICE OF CORRECTION OF COMPLAINT ITEMS
WILL BE CALLED FOR SHOULD REPETITIVE COMPLAINTS BE RECEIVED BY THE CITY.
7-1.16 PRJTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION'
THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT.
THE CONTRACTOR SHALL LIMIT HIS OPERATION TG THE AREAS OBTAINED AND SHALL NOT
TRESPASS ON PRIVATE PROPERTY.
THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK
UNDER THE CONTRACT TOGETHER WI1H THE RIGHT OF ACCESS TO SUCH LANDS. THE
CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR
MATERIAL`_
iE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL
LAND AND ACCESS THFRLTO NOT SHOWN OR DESCRIBED THAT MAY Et REQUIRED FOR
TEMPORARY CONSTRUL, i,V FACILITIES OR STORAGE OF MATERIALS. HE SHALL CONSTRUCT
ALL ACCESS ROADS, DETOUR ROADS, OR GTHER TEMPORARY WORK AS REQUIRED BY HIS
OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL,
AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED ANO SUCH
ADDITIONAL AREAS AS HE MAY PROVIDE.
RESTORATION OF STRUCTURES AND SURFACES
A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRAC" ON EASEMENTS,
RIGHT-OF-WAY, OVER PRIVATE PROPERTY UR FRANCHISE, SHALL 4E CONFINED TO THE
LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE
ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM
AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES
ALtOSS EASEMENTS SHALL NDf BE LEPT OPEN DURING WEE,,ENDS OR HOLIDAYS AND
TRENCHES SHALL NOT BE OPEN FOR MORE THAN 4P HOURS.
SP 11 Revised 3/84
B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY
BE NECESSARY FOR THE PERFORMANCE OF 1HE WORK AND, IF REQUIRED, SHALL REBUILD
THE STRUCTUPES THUS REMOVED IN AS GOOD A CONDITION AS FOUND WITH MINIMUM
REQUIREMENTS AS HEREIN SPECIFIED. HE SHALT. ALSO REPAIR ALL EXISTING
STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT.
C. EASEMENTS - CULTIVATED AREAS AND OTHER. SURFACE IMPROVEMENTS. ALL
CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS
WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE RESTORED AS NEARLY AS
FOSSIBL` TO THEIR ORIGINAL CONDITION.
PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHI-OF-WAY, THE CONTRACTOR
SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRU. 11ON AREA AND STOCKPILE IT IN
SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF
CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY REMOVED WITH
THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR
ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR
DAMAGED, SHALL BE REPLACED BY Ti.- CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT
NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT 15 NECESSARY TO TRENCH
THRO'IGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED
AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE [AWN AREA SHALL BE CLEANED BY
SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS.
THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SM. ._
TRACTOR-1 f'E BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING
EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WIY WHICH HAVE LAWN AREAS.
ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE REMOVED
BY THE CONTRACTOR AND IMMEDIATELY REPLACED AFTER TRENCH IS BACKFILLED IN THEIR
ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER ANC PROPERTY OWNER
AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONL ON EASEMENTS OR RIGHTS-OF-WAY.
ALL CONSTRUCTION WORK UNDER THE CONTRACT ON EASEMENTS, RIGHT-OF-WAY OR
FRANCHESE SHALL BE CONFINED 10 THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR
FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF
DISTURBANCE i`ND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS
WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOf BE LEFT OPEN DURING WEEKENDS
OR HOLIDAYS, AND TRENCHES SHALL NOT BE LEFT OPEN FOR MORE THAN 48 HOURS.
DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM
DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE
RESTORED TO ITS ORIGINAL CONDITION OR BETTER. THE ORIGINAL CONDITION SHALL BE
ESTABLISHcD BY PHOTOGRAPHS TAKEN AND/DR INSPECTION MADE PRIOR TO
CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF THE PROPERTY
OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR.
D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF
THE SURFACE uF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED.
IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATFLY
AVAILABLE TO MAIL NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE
OWN: �t. THE OWNER WILL (MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS
SHALL BE PAID BY THE CONTRACTOR.
SP 12 Revisea 3/84
Ri
7-.'..17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION))
LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILIIIES
ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND
MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING
FACILITIES.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE
COFPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE
CONSTRUCTION AREA. )HE CONTRACTOR IS WARNED THAT CITY OF RENTON WATER, STORM
DRAINAGE, SANITARY SEWERS, STREET LIGHTS, AND TRAFFIC CONTROL UNDERGROUND
UTILITIES ARE NOT A PART OF THE "ONE CALL" SYSTEM AND MUST BE CONTACTED
SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS.
IF, IN THE PROSECUTION Gf THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING
SURFACE DRAINAGE, SEWERS, UNDERDRAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND
STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE ^ESPONSIBLE FOR, AND
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES
FOR SAME. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH
FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE
SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE
REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE
CONTRACTOR AS DIRECTED BY THE CITY.
7-1.18 PUBLIC LIABILITY AND PROPERTY DAMAGE CREPLACEMENT SECTION)
THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FOLLOWS:
THE AMOUNT OF COVERAGE SHALL BE NOT LESS THAN A SINGLE LIMIT OF $500,000 FOR
BODILY INJURY INCLUDING DEATIA AND PROPERTY DAMAGE PER OCCURENCE. TN ADDITION,
AN UMBRELLA INSURANCE COVERAGE OF NOT LESS THAN S5,0D' ,000 SHALL BE PROVIDED,
WITH THE OWNER AND ENGINEER THE NAMED INSUREDS. THIS LIMIT SHALL APPLY TO
COMPREHENSIVE GENERAL LIABILITY INSURANCE AND VEHICLE LIABILITY INSURANCE.
THE CONTRACTOR SHALL FURNISH THE CITY WITH SATISFACTORY PROOF OF WRIAGE LF
THE INSURANCE REQUIRED.
7-1.23A GENERAL SAFETY REQUIREMENTS (ADDITIONAL SECTION)
THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA,
BY MAIL, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL LOCAL POLICE,
TRANSIT, AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRUCTION. NAMES AND
ADDRESSES WILL BE FURNISHED BY THE OWNER. (HE CONTRACTOR SHALL FURTHER NOTIFY
EACH OCCUPANCY IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN
FRONT OF EACH PROPERTY.
SP 13 Revised 3/84
77=1.23C FLAGMEN, BARRICADES. AND SIGNS (REPLACEMENT SECTION)
FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHrO OR PROVIDED SHALL
CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," PUBLISHED BY THE U.S. DEPARTMENT
OF TRANSPORTATION.
COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U.S. GOVERNMENT
PRINTING OFFICE, WASHINGTON D.C. 20402. THE CONTRACTOR SHALL IMPLEMENT THE
TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF
THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC
CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY
SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE
PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN
� . ADVANCE OF THS TIME THE SIGNS AND BARRICADES HILL BE REQUIRED.
r THE STRIPING OF NO PASSING ZONES THAT ARE TO BE OBLITERATED IN EXCESS OF 150
w FEET BY PAVING OPERATIONS SHALL BE REPLACED BY "DO NOT PASS" AND "PASS WITH
CARE" SIGNS. THE SIGNS SHALL BE LOCATED NOT LESS THAN 2 FEET OUTSIDE THE
USABLE SHOULDER NOR LESS THAN 7 FEET ABOVE THE EDGE OF PAVEMENT. UNLESS
OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL PROVIDE
POSTS AND BE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION OPERATIONS ARE
COMPLETE. WHEN THE PROJECT INCLUDES STRIPING BY THE CONTRACTOR, THE SIGNS AND
POSTS SHALL BE REMOVED BY HIM WHEN THE NO PASSING ZONES ARE RE-ESTABLISHED BY
STRIPING. THE SIGNS SHALL BE RETURNED TO THE CITY AND THE POSTS WILL BECOME
THE PROPERTY OF THE CONTRACTOR FOR HIS DISPOSAL. WHEN THE CONTRACTOR IS NOT
RESPONSIBLE FOR THE STRIPING, THE POSTS AND SIGNS WILL BECOME THE PROPERTY OF
THE CITY AND WILL BE REMOVED BY CITY FORCES WHEN THE NO PASSING ZONES ARE RE
ESTABLISHED BY STRIPING.
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES,
GUARDS, FLAGMEN, AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN
ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS
OPERATIONS. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND
BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO
PROVIDE THESE LIGHTS AND BARRICADES AND DECOCT SUCH COSTS FROM PAYMENTS DUE
THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE
HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S
DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION
NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND
WELFARE.
ALL SIGNS F'MOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD.
TRAFFIC MOVEMENT SHALL. BE HEREIN DEFINED AS APPLYING TO BOTH VEHICULAR AND
PEDESTRIAN TRAFFIC. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL
BE MAINTAINED AS NEAR AS POSSIBLE. REASONABLE ACCESS SHALL BE MAINTAINED AT
ALL TIMES TO ADJACENT PROPERTIES OUTSIDE OF THE RIGHT-OF-WAY LINE. ALL ROADS
WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND
3:30 TO 5:00 P.M.
SP 14 Revised 3/84
a
NO WORK SHALL BE DONE ON OR ADJACENT THE ROADWAY UNTIL ALL NECESSARY SIGNS AND
TRAFFIC CONTROL DEVISES ARE IN PLACE.
THE COST OF FURNISHING AND PLACING ALL CONSTRUCTION AND IDENTIFICATION SIGNS
SHALL BE INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE.
7-1.23E DUST CONTROL (ADDITIONAL SECTIril
THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH
A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE
CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY, IN ADDITION, THE
CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE OUST NUISANCE
OR AS DIRECTED BY THE CITY.
7-1.24 RIGHTS OF WAY (ADDITIONAL SECTION)
THE CI1Y SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE
CONSTRUCTION GF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COS' S
OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED
TO THE CONTRACTOP. THE CONTRACTOR SHALL PERFORM ALL WOW ON PRIVATE PROPERTY
IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND
RIGHT-OF-ACCESS DOCUMENTS.
7-1.28 EMPLOYMENT OPENINGS (REPLACEMENT SECTION)
ENTIRE SECTION OF STANDARD SPECIFICATICNS ON EMPLOYMENT OPENINGS IS DELETED.
`CCTION 8
8-1.03 PROGRESS SCHEDULE (REPLACEMENT SECTION
IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT AND BEFORE THE FIRST
PARTIAL PAYMENT IS MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, AN
ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FORM SATISFACTORY TO THE ENGINEER,
SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE
VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE
ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT 1HAT WILL BECOME DUE TO THE
CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL
ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF
MAKING PARTIAL PAYMENTS THEREON. THE COSTS EMPLOYED IN MAKING UP ANY OF THESE
SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND
WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM
THE CONTRACT.
SP 15 Revised 3/84
SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL
OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL,
UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIED
HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR
WORKING SHIFTS, NIGHT WORK, ETC. , BY WHICH TIME LOSS WILL BE MADE UP, AND
CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL
SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED
SCHEDULE 15 FOUND TO CONFLICT WITH THE CONTRACT PROVISIONS, IT SHALL, UPON
REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE PERFORMED IN
COMPLIANCE WITH THE CONTRACT PROVISIONS.
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w PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCK REQUEST IS MADE
AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR
MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF
CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, 1S HEREBY MADE AN OBLIGATION
OF THE CONTRACT.
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�+ PRE-CONSTRUCTION CONFERENCE (ADDITIONAL SECTION)
r' PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL
y SUBCONTRACTOR, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED
DEPARTMENTS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND
DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUcNTLY, A
REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW
PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE, AND
DATE TO BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE.
8-1.04 NOTICE TO PROCEED AND PROSECUTION OF WORK (ADDITIONAL SECTION)
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENT: . AT LEAST 48 HOURS PRIOR TO
COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO THE POLICE AND
FIRE AUTHORITIES AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY
RIGHT-OF-WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OhNERS ADJACENT TO
THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS
CLOSURE TO THEIR PROPERTY.
8-1.05 TIME OF COMPLETION (ADDITIONAL SECTION)
THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN
ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE TIME
NOTED IN THE CALL FOR BIDS.
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SP 16 Revised 3/84
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PROVIDED, HOWEVER, THAT THE CITY COUNCIL SMALL HAVE THE RIGHT UPON REQUEST OF
THE PUBLIC WORKS DEPARTMENT, CITY OF RENTON, WASHINGTON, TO EXTEND THE TIME OF
COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN
WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY
ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMP'kOPER WORK OR
MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN
EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE
CONTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN
THE TIME REQUIRED.
RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, LINCOL.N'S BIRTHDAY,
WASHINGTON'S BIRTHDAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DAY,
THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS EVE AND CHRISTMAS DAY. THE
DAY BEFURE CHRISTMAS SHALL BE A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY
OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL BE A HOLIDAY FOR
CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THURSDAY.
WHEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PROCEEDING WORKING DAYS SHALL
BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAO DAY OCCURS ON A SUNDAY, THE TWO
WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS.
ALL REFERENCES TO RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE
DELETED AND VOID.
8-1.09 LIQUIDATED DAMAGES (ADDITIONAL SECTION)
THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM
COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED
BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND
SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT
FOR OVERHEAD.
8-1.11 OVERTIME WORK BY OWNER EMPLOYEES (REPLACEMENT SECTION)
WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER
DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES
INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $50
PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY
OF HAVING THE OVERTIME INSF ._CTION, AND SHALL NOTIFY THE CONTRACTOR OF INTENT
AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY
ESTIMATE.
8-1.12 CONTRACTOR'S PLANT AND EQUIPMENT (REPLACEMENT SECTION)
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE AO_QUACY,
EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND
EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S
PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK.
SP 17 Revised 3/84
THE USE OF SUCH PLANT AND EQUIPMENT SHALL. BE CONSIDERED AS EXTRA WORK AND PAID
FOR ACCORDINGLY.
NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR
THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED
UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE
CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND
i WATCHMAN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE
PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE
PROVIDED KEYS FOR ALL FENCED, SECURED AREA.
B-1.13 ATTENTION TO WORK (REPLACEMENT SECTION)
THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE
WORK TO THE END THAT IT SHALL BE PROSECURED FAITHFULLY, AND WHEN HE IS NOT
PERSONALLY PRESENT ON THE WORK, HE SHALL AT ALL REASONABLE TIMES TO
REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TL,
EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND
WHG SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. 7HE CONTRACTOR SHALL
BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR
1.. TO HIS AUTHORIZED REPRESENTATIVE.
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SECTION 9
9-1.01 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION)
ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING
QUANTITIES FOR PAYMENT. MP1ST FiE RECEIVED BY THE ENGINEER AT THE 7IHE OF
DELIVERY. NO PAYMENT WILL BE MADE ON TICKETS TURNED IN AFTER DATE OF DELIVERY
OF MATERIAL.
A. BY TRUCK
PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF
MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, AND INSPECTOR'S
INITIALS.
SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS
POSSIBLE.
EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME,
DATE, ANO WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT . THE
WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY
TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES
►- WHERE SCALE WFIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE
TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY.
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r SP 18 Revised 3/84
V
8. BY OTHER MEANS
METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY
ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE
AWARD OF THE CONTRACT.
9-1.03 SCOPE OF PAYMENT (ADDITIONAL SECTION)
ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT , OR MATERIALS, INCLUDING
INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE
INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR
THESE INCIDENTAL ITEMS.
9-1.09B OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS (ADDITIONAL SECTION)
PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCHEDULE,
AS DESCRIBED IN SECTION 6, HAS BEEN RECEIVED AND APPROVED.
IN THE EVENT THAT ANY MATERIX OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS
OR SPECIFICATIONS, THE CITY rAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR
WORKMANSHIP IF THE DIRECTOR OF PUBLIC "KS DEEMS SUCH ACCEPTANCE TO BE IN THE
BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOITER
LNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP.
SP 19 Revised 3/B4
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TECHNICAL PROVISIONS
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CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULY, 1985
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GENERAL
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r 1SCOPE OF WORK
lr THIS SECTION COVERS THE WORK NECESSARY TO PROVIDE ONE PORTABLE, TRAILER
MOUNTED EMERGENCY ENGINE GENERATOR SET COMPLETE. THE EMERGENCY ENGINE
GENERATOR (E-G) SET SHALL BE FOR USE BY THE CITY OF RFNTON'S PUBLIC WORKS
L DEPARTMFNT AT TWO SITES: THE HIGHLANDS WATER BOOSTER PUMP STATION, AND THE
HONEY CREEK SEWAGE LIFT STATION.
THE E-G SET WILL NORMALLY BE LOCATED (STORED) AT THE HIGHLANDS PUMP STATION
SITE, WHERE THE UNIT WILL BE CONNECTED TO THE PUMP STATION' S ELECTRICAL
SERVICE THROUGH A NEW AUTOMATIC TRANSFER SWITCH PROVIDED THIS CONTRACT. IN
ADDITION, AN ALARM AND CONTROL CIRCUIT CONNECTION, AND A 120 VAC POWER
r. CONNECTION WILL BE PROVIDED THIS CONTRACT FOR AUTOMATIC OPERATION OF THE
UNIT DURING POWER FAILURE CONDITIONS TO OPERATE ALL THREE BOOSTER PUMPS IN
THE STATION. THE CONNECTIONS WILL BE OF THE PLU"-IN TYPE THAT CAN BE
EASILY REMOVED FOR E-G SET RELOCATION. IN ADDITION 10 THE ELECTRICAL WORK
REQUIREC TO ACCOMMODATE THE E-G SET, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR SITE IMPROVEMENTS AND A NEW GARAGE FACILITY TO ACCOMMOD.1- "'E NEW
EQUIPMENT AS SHOWN ON THE PLANS.
DURING PERIODS OF E:TENDED POWER FAILURE AT THE HONEY CREEK LIFT SiAlION,
THE E-G SET WILL BE TOWED BY CITY-OWNED UTILITY VEHICLES TO THE LIFT
STATION AND CONNECTED TO THE EXISTING POWER RECEPTABLE AND MANUAL TRANSFER
SWITCH AT THIS SITE. OPERATION OF THE E-G SET AT THIS SITE WILL BE
MANUALLY CONTROLLED, AND THE CONTROL AND ALARM RECEPTABLE ON THE UNIT WILL
NOT BE CONNECTED.
2. EXISTING SYSTEM
THE FOLLOWING INFORMATION IS PROVIDED FOR THE CONTRACTOR'S USE IN SIZING
THE E-G SET, AND SELECTING NECESSARY COMPONENTS AND ACCESSORIES.
HIGHLANDS PUMP STATION
BASE LOAD - 5 KVA TRANSFORMER 480-120/240 IPH3W
`- 10 KVA TRANSFORMER 480-120/240 1PH3W
SERVICE - 400 AMP 3 POLE FUSIBLE 5'ITCH
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CITY OF RENTON GENERAL
ENGINE GENERATOR SET JOLY, 1985
PUMP 1 r' Z PUMP 3
HORSEPOWER 50 25 25
NEMA CODE C C C
MOTOR MODEL NO. 404 UP 324 UP 324 UP
VOLTAGE 440 440 440
MANUFACTURER US US US
SERIAL NO. 1200905 1192925 1211237
III SPEED 1800 RPM 1800 RPM 1800 RPM
HI-VOLT AMPS 73.5 31 31
POWER RECEPTACLE - RUSSELL AND STOLL MODEL NO. 2504 FRABX
CONTROL RECEPTACLE - RUSSELL AND STOLL MODEL NO. SKWR 12XG
HONEY CRECK LIFT STATION
BASE LOAD - 3 KVA 4BO VOLTS 1 FH
PUMP 1 PUMP 2
HORSEPOWER 40 40
NEMA CODE F F
SPEED 1800 RPM 1800 RPM
POWER RECEPTACLE - RUSSFLL AND STOLL MODEL NO, 2'04 FRABX
3. CONTRACTOR'S DUTIES
THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIALS AND
EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, FUEL, AND OTHER
FACILITIES AND SERVICES AS NECESSARY FOR THE PROPER EXECUTION AND
COMPLETION OF THIS WORK.
ALL REQUIRED NOTICES SHALL BE GIVEN BY THE CONTRACTOR. THE CONTRACTOR
SHALL COMPLY WI1H ALL CODES, ORDINANCES, RULES, REGULATIONS, ORDERS, AND
OTHER LEGAL REQUIREMENTS OF PURL IC AUTHORITIES WHICH BEAR ON THE
PERFORMANCE OF THIS WORK.
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ENGINE GENERATOR SET JULY, 1985
4. PRECONSTRUCTT9N REQUIREMENTS
1. PERMITS AND LICENSES
THE OWNER. SHALL SECURE AND PAY FOR THE FOLLOWING PERMITS:
1. GENERAL BUILDING PERMITS
r THE OWNER SHALL PAY THE FEE PRESCRIBED FOR ALL PERMANENT PERMITS.
LICENSES, AND EASEMENTS. THE CONTRACTOR SHALL ACQUIRE AND PAY FOR
ALL SPECIALTY PERMITS, SUCH AS Er_ECTRICAL PERMITS, PLUMBING
PERMITS, TRANSPORTATION PERMITS, BURNING PERMITS, WAGE AND HOUR
REGULATIONS PERMITS, AND ALL OTHER PERMITS OF A TEMPORARY NATURE
� • RELATING TO THE CONSTRUCTION OF THIS PROJECT.
I ' A COPY OF THE OWNER ACQUIRED PERMITS WILL BE AVAILABLE AT THE
6, CITY'S OFFICE FOR EXAMINATION BY BIDDERS. THE CONTRACTOR SHALL
CONFORM TO THE REQUIREMENTS OF THESE PERMITS AND ALL OTHER PERMITS
ISSUED FOR THIS PROJECT.
IN THE EVENT THE OWNFR-OBTAINED PERMITS ARE NOT AVAILABLE FOR
INSPECTION PRIOR TO BID OPENING, ALL BIDDERS SHALL BE HELD
' RESPONSIBLE FOR THOSE PROVISIONS OF THE PERMITS THAT ARE AVAILABLE
TO THE BIDDERS AT THE TIME OF BID OPENING. ADDITIONAL PROVISIONS
OR REQUIREMENTS OF THESE PERMITS THAT ARE DETERMINED AFTER BIO
OPENING WILL BE NEGOTIATED BY THE OWNER AND THE SUCCESSFL_ ADDER.
t.
2. EASEMENTS
THE CONTRACTOR SHALL MEET AND FULFILL ALL COVENANTS AND STIPULATIONS OF
EACH EASEMENT OBTAINED BY THE OWNER FOR THIS PROJECT. COPIES OF ALL
EASEMENTS AND SPECIAL COVENANTS ARE ON FILE IN THE OFFICE OF THE OWNER
_ IN A SEPARATE VOLUME, WHICH VOLUME IS INCORPORATED IN THIS CONTRACT BY
THIS REFERENCE AS IF SET FORTH .4EREIN IN FULL.
3. PRECONSTRIICTION CONFERENCE
THE OWNER SHALL SCHEDULE A PRE-CONSTRUCTION CONFERENCE NOT MORE THAN 5
DAYS AFTER THE NOTICE TO PROCEED IS ISSUED. PRESENT AT THE MEETING TO
REPRESENT THE CONTRACTOR SHALL BE AT LEAST THE OFFICIAL IN CHARGL OF
THE PROJECT, THE PROJECT SUPERINTENDENT, A REPRESENTATIVE WITH F
AUTHORITY TO SPEAK FOR EACH OF hIS PRINCIPAL SUBCONTRACTORS AND OTHER
REPRESENTATIVES AS HE MAY DEEM EXPEDIENT. THE OWNER AND HIS
REPRESENTATIVES SHALL BE PRESENT AS REQUIRED.
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CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULY. 1985
4. CONSTRUCTION SCHEDULE
THE CONTRACTOR SHALL PREPARE AND SUBMIT WITH THE CONSTRUCTION SCHEDULE,
AS OUTLINED IN SECTION E.1.03 OF THE SPECIAL PROVISIONS AND A SEPARATE
SCHEDULE LISTING DATES FOR SUBMISSION AND DATES THAT REVIEWED SHOP
DRAWINGS, PROJECT DATA, AND SAMPLES WILL BE NEEDED. WITH THE EXCEPTION
OF COLOR SCHEDULES, SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL AS
SOON AS DETAILS ARE RECEIVED AND REVIEWED BY THE ENGINEER REGARDLESS OF
ABOVE SCHEDULE OF NEED. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR
LATE REVIEWS IF SUBMITTALS ARE UNNECESSARILY DELAYED BECAUSE OF HEAVY
WORKLOADS DUE TO I RGE NUMBERS OF SUBMITTALS ARRIVING NEARLY
j SIMULTANEOUSLY. TO FACILITATE COORDINATED COLOR SELECTION, COLOR
SAMPLES FOR ALL ITEMS FOR WHICH COLORS ARE TO BE SELECTED SHALL BE
SUBMITTED AT THE SAME TIME.
5. SUBMITTALS AND SHOP DRAUINGS
SHOP DRAWINGS, DATA, AND SAMPLES SHALL BE SUBMITTED SHOWING THE
LOCATION OF EACH ITEM BY DRAWING NUMBER AND PARAGRAPH OF THE
SPECIFICATIONS SHALL BE SHOWN ON THE FORM OF THE PRODUCT OR MATERIAL
BEING SUBMITTED, THE CONTRACTOR SHALL REVIEW AND STAMP WITH HIS
APPROVAL AND SUBMIT WITH SUCH PROMPTNESS AS TO CAUSE NO DELAY IN HIS
WORK OR THAT OF AN" OTHER CONTRACTOR, THE REQUIRED NUMBER OF COPIES OF
ALL SHOP DRAWINGS, SCHEDULES, DATA, AND SAMPLES REQUIRED FOR THE WORK
OF THE VARIOUS TRADE DETERMINED NECESSARY BY THE ENGINEER, REQUIRED IN
THE GENERAL CC DITIONS, AND DESCRIBED ELSEWHERE IN THE PROJECT. SHOP
DRAWINGS SHALL ESTABLISH THE ACTUAL DETAIL OF ALL MANUFACTURED OR
FABRICATED ITEMS. (HEY SHALL BE DRAWN TO SCALE AND BE COMPLETELY
DIMENSIONED. SHEET SIZES OF SHOP DRAWINGS SHALL BE IN MULTIPLES OF
8-1/2 INCHES BY 11 INCHES, NOT TO EXCEED 22 INCHES BY 34 INCHES, UNLESS
APPROVED BY THE ENGINEER. ON EACH DRAWING, THERE SHALL BE PROVIDED A
CLEAR SPACE FOR THE ENGINEER'S AND/OR OWNER'S REVIEW AND APPROVAL
STAMPS AND COMMENTS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER
IN THE FORM OF A REPRODUCIBLE TRANSPARENCY, ALONG WITH ONE BLACK LINE
OR BLUE LINE PRINT. TWO COPIES OF MANUFACTURER'S LITERATURE,
BROCHURES, CATALOG CUTS, AND OTHER PERTINENT PRINTED MATTER OR DATA
SHALL BE SUBMITTED IN ADDITION TO THE NUMBER OF COPIES THE CONTRACTOR
WISHES RETURNED TO HIM. THE ENGINEER SHALL REVIEW THE SHOP DRAWINGS
WITH REASONABLE PROMPTNESS AND WILL AFFIX HIS DRAWING REVIEW STAMP WITH
NOTATIONS AS REQUIRED. WHEN SHOP DRAWINGS AND/OR OTHER SUBMITTALS ARE
REQUIRED TO BE REVISED OR CORRECTED AND RESUBMITTED, THE CONTRACTOR
SHALL MAKE SUCH REVISIONS AND/OR CORRECTIONS AND RE-SUBMIT THE DRAWINGS
OR OTHER MATERIALS IN THE SAME MANNER AS SPECIFIED ABOVE.
THE CONTRACTOR SHALL OBTAIN AND PROVIDE SUCH NUMBER OF PRINTS OF COPICS
OF DRAWINGS AS IS REQUIRED FOR HIS FIELD DISTRIBUTION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO CLEARLY NOTE ON THE SHOP DRAWINGS AND IN
WRITING SPECIFICALLY CALL TO THE ENGINEER'S ATTENTION ANY CHANGES THAT
VARY FROM THE CONTRACT DRAWINGS AND SPECIFICATIONS. REVIEW OF THE SHOP
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CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULY, 1985
DRAWINGS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR OF FULL
RESPONSIBILITY AND AT HIS OWN COST AND EXPENSE TO COMPLY WITH THE
CONTRACT DOCUMENTS UNLESS THE CHANGES ARE CLEARLY NOTED AND IN WRITING
CALLED TO THE ENGINEER'S ATTENTION AS ABOVE PROVIDED, IN WHICH EVENT
SUBSEQUENT ACCEPTANCE BY THE ENGINEER IN WRITING SHALL BE AUTHORITY FOR
THE CHANGE OR CHANGES PROPOSE^ IN THE SHOP DRAWINGS.
IF CORRECTIONS ARE REQUIRED, THE CONTRACTOR SHALL MAKE THE CORRECTIONS
REQUIRED BY THE ENGINEER AND FILE WITH HIM THE SAME NUMBER OF CORRECTED
COPIES AS INDICATED ABOVE. THE CONTRACTOR SHALL DIRECT SPECIFIC
ATTENTION IN WRITING OR ON RE-SUBMITTING SHOP DRAWINGS TO REVISIONS
OTHER THAN THE CORRECTIONS REQUIRED ON THE PREVIOUS SUBMISSION. THE
ENGINEER WILL RETURN TO THE CONTRACTOR COPIES OF DRAWINGS IN THE SAME
MANNER AND NUMBER AS BEFORE.
SHOP DRAWINGS SHALL GIVE COMPLETE INFORMATION NECESSARY FOR THE
FABRICATION ANI INSTALLATION OF ALL COMPONENT PARTS OF THE EQUIPMENT,
STRUCTURE, FACILITY, ETC. IN THE CASE OF STRUCTURAL DRAWINGS, THEY
SHALL INCLUDE THE LOCATION, TYPE, AND EXTENT OF ALL WALL PIPING
CUTOUTS, EMBEDDED INSERTS. CONDUIT, AND PIPING. MANUFACTURER'S
STANDARD DETAILS, CATALOGS, ADVERTISING LITERATURE, ETC., SHALL NOT
` NECESSARILY CONSTITUTE ALL OF THE SHOP DRAWINGS REQUIRED FOR ANY UNIT
OR FACILITY. ADDITIONAL SHOP DETAILS DESIGNED FOR THIS PARTICULAR
PROJECT SHALL BE FURNISHED WHEN REQUIRED BY THE ENGINEER. SHOP
DRAWINGS OF THE ELECTRICAL EQUIPMENT SHALL INCLUDE COMPLETE DIAGRAMS OF
ELECT^ICAL CIRCUITRY.
THE ENGINEER'S REVIEW AND PLACEMENT OF THE SHOP DRAWING STAMP ON ANY
SHOP DRAWING IS UNDERSTOOD TO BE AN ACCEPTANCE OF THE CHARACTER OF THE
DETAILS AND NOT A CHECK OF ANY DIMENSION OR QUANTITY AND WILL NOT
RELIEVE THE CONTRACTOR FOR ERRORS OF ANY SORT IN SHOP DRAWINGS DATA OR
SCHEDULES, WHETHER OR NOT SUCH ERRORS ARE FOUND BY THE ENGINEER IN HIS
REVIEW OF SUCH DETAILS. THE ENGINEER'S REVIEW OF AND PLACEMENT OF SHOP
DRAWINGS REVIEW STAMP ON ANY SHOP DRAWING WILL NOT RELIEVE THE
CONTRACTOR OF RESPONSIBILITY FOR CONSEQUENCES DUE TO DEVIATIONS FROM
THE CONTRACT DOCUMENTS UNLESS THE CONTRACTOR HAS CALLED ATTENTION TO
SUCH DEVIATIONS IN WRITING BY A LETTER ACCOMPANYING THE DRAWINGS AT
THE TIME OF SUBMISSION AND THE ENGINEER ACCEPTS SUCH DEVIATIONS IN
WRITING. NO CHANGES WILL BE MADE IN ANY DRAWING AFTER IT HAS BEEN
REVIEWED EXCEPT BY THE CONSENT OR DIRECTION OF THE ENGINEER IN WRITING.
6. CONTRACTOR RESPONSIBILITY
BY APPROVING AND SUBMITTING SHOP DRAWINGS AND SAMPLES, THE CONTRACTOR
THEREBY REPRESENTS THAT HE HAS DETERMINED AND VERIFIED ALL FIELD
MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS,
AND SIMILAR DATA, OR WILL DO SO AND THAT HE HAS CHECKED AND COORDINATED
EACH SHOP DRAWING WITH THE REQUIREMENTS OF THE WORK AND OF THE CONTRACT
DOCUMENTS.
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CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULV, 1985
7. SUBSTITUTIONS
AS SOON AS POSSIBLE, BUT NOT MORE THAN 30 DAYS AFTER THE DATE OF THE
CONTRACT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE COPIES OF
COMPLETE LISTS OF ALL PRODUCTS WHICH ARE PROPOSED FOR INSTALLATION AS
SUBSTITUTIONS OR PRODUCT OPTIONS. EACH LIST SHALL BE TABULATED IN
ACCORDANCE WITH SPECIFICATION SECTIONS.
FOR PRODUCTS SPECIFIED ONLY BY REFERENCE STANDARDS, THE CONTRACTOR
SHALL SELECT ANY PRODUCTS WHICH EITHER MEETS OR EXCEED SUCH STANDARDS,
BY ANY MANUFACTURER. FOR PRODUCTS SPECIFIED BY NAMING TWO OR MORE
PRODUCTS, BUT INDICATING THE OPTION OF SELECTING EQUIVALENT PRODUCTS BY
STATINS "OR EQUAL" AFTER SPECIFIED PRODUCT, THE CONTRACTOR SHALL SUBMIT
A REQUEST +S REQUIRED FOR SUBSTITUTION FOR ANY PRODUCT NOT SPECIFICALLY
NAMED.
DURING THE BIDDING, THE ENGINEER SHALL CONSIDER WRITTEN REQUESTS FROM
PRODUCT SUPPLIERS OR PRIME BIDDERS FOR SUBSTITUTIONS, RECEIVED IN
ACCORDANCE WITH THE PRE-SUBMITTAL SPECIFICATION CONTAINED HEREIN.
REQUESTS RECEIVED AFTER THE TIME SPECIFIED WILL NOT BE CONSIDERED. ALL
SUCH REQUESTS MUST BE ACCOMPANIED BY DRAWINGS AND SPECIFICATIONS IN
SUFFICIENT DETAIL TO ALLOW THE ENGINEER TO DETENMINE WHETHER OR NOT THE
SUBSTITUTE PROPOSED IS EQUAL TO THAT SPECIFIED. ALL SUCH REQUESTS SHALL
INCLUDE A LISTING OF ANY SIGNIFICANT VARIATIONS IN MATERIAL OR METHODS
FROM THOSE SPECIFIED. IF THERE ARE NO VARIATIONS, A STATEMENT TO THAT
FACT SHALL BE INCLUDED IN THE REQUEST FOR APPROVAL. THE DETERMINATION
AS TO WHETHER OR NOT PROPOSED SUBSTITUTE EQUALS THAT SPECIFIED SHALL
REST SOLELY WITH THE ENGINEER.
APPROVAL OF ALTERNATES AND/OR EQUAL MINOR PRODUCTS WILL BE ONLY BY
ADDENDUM. THE BIDDER SHALL INCLUDE, IN HIS PROPOSAL, ALL COSTS FOR
MODIFICATIONS REQUIRED TO ADOPT THE SUBSTITUTE.
WITHIN 30 DAYS AFTER THE DATE OF THE CONTRACT, THE ENGINEER SHALL
CONSIDER FORMAL REQUESTS FROM THE CONTRACTOR FOR SUBSTITUTION OF
PRODUCTS IN PLACE OF THOSE SPECIFIED. THE CONTRACTOR SHALL SUBMIT TWO
COPIES OF THE REQUEST FOR SUBSTITUTION. DATA TO BE COMPLETED SHALL
INCLUDE THE NECESSARY CHANGE OF CONSTRUCTION METHODS INCLUDING A
DETAILED DESCRIPTION OF THE PROPOSED METHOD AND THE RELATED DRAWINGS
ILLUSTRATING SUCH METHODS. AN ITEMIZED COMPARISON OF THE PROPOSED
SUBSTITUTION WITH PRODUCT OR METHOD SPECIFIED SHALL BE PROVIDED.
IN MAKING SIC`+ A REQUEST FOR SUBSTITUTION, THE CONTRACTOR REPRESENTS
THAT HE HAS PERSONALLY INVESTIGATED THE PROPOSED PRODUCT OR METHOD AND
HAS DETERMINED THAT IT IS EQUAL OR SUPERIOR TO, IN ALL RESPECTS, THE
PRODUCT SPECIFIED. HE WILL PROVIDE THE SAME GUARANTEE FOR SUBSTITUTION
AS FOR THE PRODUCT OR METHOD SPECIFIED. HE WILL ALSO COORDINATE
INSTALLATION OF ACCEPTED SUBSTITUTIONS INTO THE WORK MAKING SUCH
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CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULY. 1985
CHANGES AS MAY BE REQUIRED FOR THE WORK TO BE COMPLETE IN ALL RESPECTS.
HE WAIVES ALL CLAIMS FOR ADDITIONAL COSTS RELATED TO SUBSTITUTIONS
WHICH CONSEQUENTLY BECOMES APPARENT. COST DATA IS COMPLETE AND SHALL
INCLUDE ALL RELATED COSTS UNDER THIS CONTRACT INCLUDING ALL ENGINEERING
RE-DESIGN COSTS.
8. STAKING
THE ENGINEER SHALL STAKE OUT THE LOCATIONS OF MAJOR FACILITIES SHOWN ON
T4E DRAWINGS AND ESTABLISH BENCH MARKS AT LOCATIONS TO BE DESIGNATED BY
THE CONTRACTOR. THE CONTRACTOR SHALL PROTECT AND PRESERVE IN THEIR
ORIGINAL CONDITIONS ALL STAKES, POINTS, OR MARKS SET FOR THE WORK BY
THE ENGINEER. IF SUCH STAKES AND MARKINGS ARE DESTROYED OR DEFACED BY
i , THE CONTRACTOR'S OPERATION BEFORE THEIR USE IS ENDED, THE FULL COST OF
REPLACING THEM WILL BE AT THE CONTRACTOR'S EXPENSE BY DEDUCTION FROM
ANY MONEY DUE HIM. THE CONTRACTOR SHALL PROVIDE SUFFICIENT AND SAFE
FACILITIES TO ENABLE THE ENGINEER TO SET THE CONTROL POINTS, TOGETHER
WITH SUCH TOOLS AND MATERIALS AND RENDER SUCH COMPETENT ASSISTANCE AS
MAY BE REASONABLY AND CUSTOMARILY REQUIRED. WORKING OPERATIONS SHALL
BE SUSPENDED AT DIFFERENT POINTS FOR SUCH BRIEF AND REASONABLE TIME AS
MAY BE REQUIRED FOR GIVING OF LINES AND GRADES, TAKING MEASUREMENTS AND
MAKING INSPECTIONS. SUCH DELAYS SHALL BE CONSIDERED INCIDENTAL TO THE
CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.
4�
5. COMMENCEMENT OF WORK
4 1. POLLUTION CONTROL
THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF FEDERAL, STATE, AND
LOCAL STATUTES AND REGULATIONS DEALING WITH POLLUTION. iN ADDI"ION,
TIE CONTRACTOR SHALL PROVIDE AND MAINTAIN, IN A NEAT AND SANITARY
CONDITION, SUCH ACCOMMODATIONS FOR THE USE OF HIS EMPLOYEES AND
ENGINEERS AS PAY BE NECESSARY TO COMPLY WITH THE REQUIREMENTS AND
REGULATIONS OF THE AGENCIES OR ORGANIZATIONS HAVING JURISDICTION OVER
!.ANITARY AND HEALTH CONDITIONS AND OF OTHER BODIES OR OFFICES HAVING
JURISDICTION THEREOVER. HE SHALL PERMIT NO PUBLIC NUISANCES. Ili
FEDERAL, STATE, AND LOCAL STATUTES AND REGULATIONS DEALING WITH THE
PREVENTION OF ENVIRONMENTAL POLLUTION AND THE PRESERVATION OF PUBLIC
NATURAL RESOURCES THAT MAY AFFECT OR MAY BE AFFECTED BY THE PROJECT ARE
ON FILE AT THE OFFICE OF THE OWNER. THESE PROVISIONS ARE NOT EXCLUSIVE
AND THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH ALL SUCH STATUTES,
ORDINANCES, AND REGULATIONS THAT APPLY TO THIS CONTRACT. IF THE
CONTRACT MUST UNDERTAKE ADDITIONAL WORK DUE TO THE ENACTMENT OF NEW OR
AMENDMENT OF EXISTING STATUTES, ORDINANCES, RULES, OR REGULATIONS
DEALING WITH THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION
�. OF NATURAL RESOURCES THAT MAY AFFECT OR MAY BF AFFECTED BY THE PROJECT
WHICH ENACTMENT OF AMENDMENT OCCURS AFTER THE "MISSION OF HIS BID FOR
THIS CONTRACT, SUCH ADDITIONAL WOP , AS MUST dF UNDERTAKEN SHALL NOT
tir INVALIDATE THE CONTRACT AND THE CJNTRACTOR SHALL PROCEED TO PERFORM
SUCH ADDITIONAL WORK.
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CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULY, 1985
2. USE OF PREMISES
THE CONTRACTOR SHALL CONFINE HIS APPARATUS, STORAGE OF MATERIALS, AND
CONSTRUCTION OPERATIONS TO SUCH LIMITS AS MAY BE DIRECTED BY THE OWNER
AND SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS MATERIALS.
3. CARE OF EXISTING FACILITIES
THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT EXISTING
SIDEWALKS, CURBS, PAVEMENTS, UTILITIES, ADJOINING PROPERTY, AND
STRUCTURES. TO AVOID DAMAGE THERETO, HE SHALL, AT HIS OWN EXPENSE,
COMPLETELY REPAIR ANY DAMAGE CAUSED BY HIS OPERATION. ACCESS FOR
FIRE-FIGHTING EQUIPMENT SHALL BE MAINTAINED AT ALL TIMES.
4. REMOVAL OF ALL DEBRIS, CLEANING, ETC.
THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE CONSTRUCTION AREA CLEAN
AND ORDERLY AND, UPON COMPLETION OF THE WORK, SHALL LEAVE ALL BUILDINGS
BROOM CLEAN AND ALL PARTS OF THE WORK CLEAN AND FREE OF RUBBISH AND
EXCESS MATERIAL OF ANY KIND. ALL WINDOWS, DOORS, HARDWARE, WOODWORK,
FIXTURES, EQUIPMENT, WALLS, AND FLOORS SHALL BE LEFT CLEAN AND FREE OF
STAINS, PAINT OR ROOFING SPLASHES, OR OTHER MARS OR DEFECTS. UPON
COMPLETION, THE SITE OF ALL WORK OR EQUIPMENT AND MATERIAL STORAGE
AREAS SHALL Bc RESTORE ' TO THEIR ORIGINAL CONDITION. ALL
MISCELLANEOUS DEBRIS, ROCKS, ETC. , RESULTING FROM THE WORK. SHALL BE
REMOVED AND DISPOSED OF IN A MANNER. SATISFACTORY TO THE OWNER. THE
SITE, THROUGH THE PROGRESS OF CONSTRUCTION, SHALL BE KEPT AS CLEAN AS
POSSIBLE AND IN A NEAT CONDITION•
5. COMMENCEMENT OF WORK ON PUBLIC AND PRIVATE RIGHT-OF-MAY
WORK SHALL NOT BE. STARTED ON ANY PUBLIC OR PRIVATE RIGHT-OF-WAY UNTIL
CLEARANCE IS GIVEN TO THE CONTRACTOR BY ,HE ENGINEER. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ANY SPECIAL
REQUIREMENTS OF ANY PERMIT FOR THE PROJECT ACQUIRED BY THE OWNER.
THE ENGINEER SHALL, AT ALL TIMES, HAVE ACCESS TO ALL PARTS OF THE WORK
AND TO THE SHOPS WHEREIN THE WORK IS IN PREPARATION FOR THE P,:'POSE OF
INSPECTION AND THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN PROPER
FACILITIES AND PROVIDE SAFE ACCESS FOR SUCH INSPECTIG"
b. TEMPORARY FACILITIES
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND LOCATION OF
ALL FIELD OFFICES, ALL NECESSARY WATER FOR CONSTRUCTION-RELATED FIRE
PROTECTION, ALL NECESSARY GATES AND BARRICADES, FENCES, HANDRAILS,
GUARD RAILS, AND SECURITIES REQUIRED BY THIS CONTRACT, OR BY LAWS AND
REGULATIONS. SANITARY FACILITIES ADEQUATE FOR ALL WORKERS SHALL COMPLY
WITH ALI. CODES AND REGULATIONS AND THERE SHALL BE SHELTERS AND DRY
CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULY. 1985
FACILITIES FOR THE WORKMEN AS REQUIRED. THE CONTRACTOR SHALL INSURE
THAT ALL GUARDS, MARKS, SHIELDS, PROTECTIVE CLOTHING, RAIN GEAR, AND
OTHER EQUIPMENT REQUIRED BY LAW. ORDINANCE, LABOR CONTRACTS, OSHA
REGULATIONS, AND OTHER REGULATIONS FOR TH;: MAINTENANCE OF HEALTH AND
SAFETY BE SUPPLIED. FIRST AID KITS AND EQUIPMENT AS REQUIRED BY LAW
SHALL ALSO BE SUPPLIED.
AT THE CLOSE OF THIS CONTRACT, THE CONTRACTOR SHALL PAY ALL UTILITY
BILLS THAT ARE OUTSTANDiNG, REMOVE ALL TEMPORARY ELECTRICAL, SANITARY,
GAS. TELEPHONE, WATER FACILITIES, AN ANY OTHER TEMPORARY SERVICE
- EQUIPMENT THAT MAY REMAIN. IN ADDITION, HE SHALL ARRANGE FOR THE
TRANSFER OF ELECTRICAL AND WATER ACCOUNTS TO THE OWNER'S NAME.
I
v 7. TEMPORARY UTILITIES
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN AUEQUATE TEMPORARY
ELECTRICAL SYSTEM. THIS SYSTEM SHALL BE ARRANGED BY AND ALL COSTS PAID
BY THE CONTRACTOR.
THE CONTRACTOR SHALL MAKE .ARRANGEMENTS FOR AND PROVIDE ALL NECESSARY
FACILITIES FOR THE NECESSARY WATER SUPPLY FOR HIS CONSTRUCTION AT HIS
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OWN EXPENSE UNLESS OTHERWISE PROVIDED.
i
o. TESTING AND FACILITY STARTUP
1. FACTORY TEST
THE E-G UNIT SHALL BE TESTED AT THE MANUFACTURER 'S PLANT BEFORE
SHIPMENT, THE TEST SHALL CONSIST OF A STEADY LOAD RUN OF AT LEAST 60
MINUTES DURATION AT 100 PERCENT FULL RATED LOAD. COMPLETE TEST REPORTS
SHALL BE MADE WHICH SHALL SHOW THE ENGINE FUEL CONSUMPTION AND KW
OUTPUT. TEST RESULTS SHALL BE REVIEWED BY THE OWNER PRIOP TO SHIPMENT.
THE OWNER AND/OR ITS REPRESENTATIVE SHALL DE GIVEN THE OPPORTUNITY TO
WITNESS THE TESTS BY THE MANUFACTURER.
2. FIELD TEST
UPON COMPLETION OF THE UNIT INSTALLATION, RUNNING TESTS SHALL BE
CARRIED OUT. THE ENGINE SHALL BE OPERATED FOR A PERIOD OF NOT LESS
THAN TWO HOURS, IN WHICH FIVE STARTS OF THE E-G SET SHALL BE MADE AND
POWER SUPPLIED TO THE MOTORS AND PUMPS. THE TEST SHALL DEMONSTRATE THE
ABILITY OF THE E-G SET TO CARRY THE SPECIFIED LOADS. UPON COMPLETION
OF THE TESTS, FINAL ADJUSTMENTS SHALL BE MADE TO THE EQUIPMENT BY A
QUALIFIED REPRESENTATIVE OF THE ENGINE MANUFACTURER. FUEL AND OIL
FILTERS SHALL BE REPLACED, BELT DRIVE TENSIONS CHECKED, AND THE PROPER
OPERATION OF ALL EQUIPMENT DEMONSTRATED TO THE OWNER'S REPRESENTATIVE.
THE OWNER'S REPRESENTATIVE SHALL BE INSTRUCTED IN THE MAINTENANCE AND
OPERATION OF THE EQUIPMENT.
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CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULY, ERAS
3. CONTRACTOR'S RESPONSIBILITY
ALL TESTING, STARTUP, AND OPERATION SHALL NOT BE CAUSE FOR CLAIMS FOR
DELAY BY THE CONTRACTOR AND ALL EXPENSES ACCRUING THEREFROM SHALL BE
DEEMED TO BE INCIDENTAL TO THIS CONTRACT. THE CONTRACTOR SHALL MAKE
ARRANGEMENT FOR ALL MATERIALS, SUPPLIES, AND LABOR NECESSARY TO
EFFICIENTLY COMPLETE THE TESTING, STARTUP, AND OPERATION. ALL POWER
AND UTILITY BILLS SHALL BE PAID BY THE CONTRACTOR UP TO AND INCLUDING
THE DAY OF FINAL ACCEPTANCE OF THE CONTRACT BY THE nW NER. IF NOT PAID,
THESE CHARGES SHALL BE TREATED AS CLAIMS AGAINST THE CONTRACTG:. IF
THE OWNER CHOOSES TO COMMENCE OPERATIONS PRIOR TO THE FINAL ACCEPTANCE,
THE OWNER WILL ASSUME PAYMENT OF ALL POWER AND UTILITY CHARGES
EFFECTIVE THE DAY THAT OPERATION IS ASSUMED BY THE OWNER AND NOTICE IS
GIVEN IN WRITING.
4. STARTUP
STARTUP SHALL CONSIST OF TESTING A SIMULATFI) OPERATION, ALL
OPERATIONAL EQUIPMENT, AND CONTRULS. THE ItRPDSE (W 'Hi SE TESTS SHALL
BE TO CHECK THAT ALL EQUIPMENT ►ILL FUNCTION UNDER OPERATING
CONDITIONS, THAT ALL INTERLOCKING CON', JLS :ID SE 0r'tCFS 4RE PROPERLY
SET AND THAT THE FACILITY WILL FUNCTION 'S AN OPER.,iI UNIT.
CHECKS FOR LEAKAGE OF TANKS, PIPING, VALVE'. , AND OTHER HYDRAULIC ~
SYSTEMS AND STRUCTURES SHALL EE MADE. FACTORY REPRESENTATIVES OF ALL
MAJOR UNITS SHALL BE PRESENT FOR THE STARTUP PHASE. THE TEST SHALL
CONTINUE UNTIL IT IS DEMONSTRATED THAT ALL FUNCTIONS OF CONTROLS AND
MACHINERY ARE CORRECTED.
STARTUP SHALL NOT BEGIN UNTIL ALL TESTS REQUIRED BY THESE
SPECIFICATIONS HAVE BEEN COMPLETED AND APPROVED BY THE ENGINEER.
S. OPERATION
OPERATION OF THE FACILITY SHALL BE IMMEDIATELY STARTED AFTER COMPLETION
OF TESTING AND STARTUP AND AFTER SATISFACTORY REPAIRS AND ADJUSTMENTS `
HAVE BEEN MADE.
6. INSTRUCTION PERIODS
AFTER SUBSTANTIAL COMPLETION OF THE WORK, AND 20 DAYS AFTER THE 0 AND M
MANUALS HAVE BEEN DELIVERED TO THE OWNER, AND AFTER ALL TESTS AND FINAL
INSPECTION OF 1HE WORK BY THE AUTHORITY HAVING JURISDICTION; THE
CONTRACTOR SHALL DEMONSTRATE THE ELECTRICAL SYSTEMS AND INSTRUCT THE
OWNER'S DESIGNATED OPERATING AND MAINTENANCE PERSONNEL IN THE OPERATION
AND MAINTENANCE OF THE VARIOUS ELECTRICAL SYSTEMS. THE CONTRACTOR
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CITY OF PENTON GENERAL
ENGINE GENERATOR SET JULY. 1985
SHALL ARRANGE SCHEDULED INSTRUCTION PERIODS WITH THE OWNER . THE
CONTRACTOR'S REPRESENTATIVES SHALL BE SUPERINTENDENTS OR FOREMEN
KKDWLEDGEA.BLE IN EACH SYSTEM AND SUPPLI-IRS REPRESENTATIVES WHEN SO
SPECIFIED. THE INSTRUCTION PERIOD FOR THIS ENGINE-GENERATOR SET SHALL
BE ONE DAY.
7. FINAL ACCEPTANCE REQUEST
THE CONTRACTOR SHALL SUBMIT TO THE CITY WITH A COPY TO THE ENGINEER, A
r JOB COMPLETION FORM (FORM ATTACHED IN THIS SECIION) PROPERLY FI'.LEO OUT
�- PRIOR TO THE TIME FINAL ACCEPTANCE OF THE ELECTRICAL WORK IS REQUESTED.
AT THIS TIME ALSO SUBMIT COPIES OF FINAL INSPECTION CERTIFICATES.
ACCEPTANCE OF THE UNIT WILL BE IN WRITING BY THE CITY OF RENTON.
7. OPERATION AND MAINTENANCE MANUALS
PRIOR TO THE RECEIPT OF PAYMENT FOR MORE THAN 50 PERCENT OF THE WORK, THE
CONTRACTOR SHALL DELIVER TO THE ENGINEER FIVE SETS OF ACCEPTABLE
MANUFACTURERS' OPERATING AND MAINTENANCE INSTRUCTIONS COVERING EACH PIECE.
OF MECHANICAL AND ELECTRICAL EQUIPMENT, OR EQUIPMENT ASSEMBLY, FURNISHED
UNDER HIS CONTRACT. EACH SET OF INSTRUCTIONS SHALL BE BOUND INTO MULTIPLE
VOLUMES; EACH VOLUME TO BE COMPLETE WITH AN INDEX AND BOUND IN A SUITABLE
HARD-COVER BINDER. BINDERS SHALL BE SIMILAR AND EQUAL TO NATIONAL 98-381 .
MANUALS SHALL BE ASSEMBLED AND INDEXED SO THAT FORMATION ON EACH PIECE OF
EQUIPMENT CAN BE READILY FOUND.
THE OPERATING AND MAINTENANCE INSTRUCTIONS SHALL INCLUDE, AS A MINIMUM,
THE FOLLOWING DATA FOR EACH ITEM OF MECHANICAL AND ELECTRICAL EQUIPMENT:
I . COMPLETE AS-BUILT ELEMENTARY WIRING AND ONE LINE DIAGRAMS.
2. RECOMMENDED SPARE PARTS.
3. COMPLETE PARTS LIST, BY GENERIC TITLE AND IL_NTIFICATION NUMBER,
COMPLETE WITH EXPLODED VIEWS OF EACH ASSEMBLY.
4. LUBRICATION SCHEDULE INCLUDING THE APPLICABLE LUBRICANT DESIGNATION
AVAILABLE FROM THE STANDARD OIL COMPANY OF CALIFORNIA.
5. RECOP PREVENTIVE MAINTEIANCE PROCEDURES AND SCHEDULES.
6. DISASSL . -Y AND RE-ASSEMBLY INSTRUCTIONS.
7. NAME, LOCATION , AND TELEPHONE NUMBER OF THE NEAREST SUPPLIER
AND SPARE PARTS WAREHOUSE.
8. RECOMMENDED TROUBLE-SHOOTING AND STARTUP PROCEDURES.
9. RECOMMENDED STEP-BY-STEP OPERATING PROCEDURES.
1-11
r
CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULY. 1985
10. ALL MANUFACTURERS' WARRANTIES.
11 . EQUIPMENT SPECIFICATIONS AND GUARANTEED PERFORMANCE DATA.
GENERAL MANUALS WHICH DESCRIBE SEVERAL ITEMS NOT IN THE CONTRACT WILL NOT
BE ACCEPTED UNLESS ALL REFERENCES TO IRRELEVANT EQUIPMENT IS NEATLY
ERADICATED OR BLOCKED OUT.
8. GUARANTEES AND WARRANTIES
THE CONTRACTOR SHALL SECURE AND DELIVER TO THE ENGINEER ALL EQUIPMENT
WARRANTIES OTHER WARRANTIES AND GUARANTEES AS MAY BE REQUIRED FOR EQUIPMENT
OR PROCESSES REQUIRED UNDER ALL SECTIONS OF THIS CONTRACT. SUCH DELIVERY
SHALL BE DONE AT ONE TIME COVERING ALL MAJOR AND MIN1R EQUIPMENT
WARRANTIES.
ALL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL BE WARRANTED AGAINST
DEFECTS IN MATERIALS AND WORKMANSHIP FOR A MINIMUM PERIOD OF ONE YEPR AFTER
DATE OF ORIGINAL OPERATION. "ORIGINAL OPERATION" SHALL BE DEFINED AS THE
DATE THAT THE MANUFACTURER'S REPRESENTATIVE APPROVES THE FIELD TESTING OF
EACH UNIT, AND THE OWNER ACCEPTS THE ' V1T PND ITS INSTALLATION.
9. DELIVERY
THE CITY WILL ACCEPT DELIVERY OF THE UNIT AT THE HIGHLANDS PUMP STATI(N
SITE, 3410 N.E. 12TH STREET, RENTON, WASHINGTON.
II I
1-12
I
CITY OF RENTON GENERAL
ENGINE GENERATOR SET JULY, 1985
JOB COMPLETION FORM
PROJECT NAME:
PROJECT LOCATION:
DATE:
A. ELECTRICAL INSPECTOR'S FINAL ACCEPTANCE (COPY OF CERTIFICATE ATTACHED):
NAME AGENCY DATE
B. THE FOLLOWING SYSTEM HAS BEEN DEMONSTRATED TO OWNER'S REPRESENTATIVE:
GENEkATOR SYSTEM
OWNER'S REPRESENTATIVE DATE
C. RECORD DRAWINGS ATTACHED.
TRANSMITTED PREVIOUSLY TO:
DATE
D. 0 AND M MANUALS ATTACHED.
TRANSMITTEL PREVIOUSLY TO:
E. TEST REPORTS ATTACHED. DATE
TRANSMITTED PREVIOUSLY TO:
DATE
F. THE WORK IS COMPLETE IN ACCORDANCE WITH CONTRACT DOCUMENTS AND
AUTHORIZED CHANGES EXCEPT FOR
AND THE EN6I4-EER 'S REPRESENTATIVE IS REQUESTED TO MEET WITH THE
SUPERVISOR OF ELECTRICAL WORK AT ON
CONTRA- CT RTS RAP: SIGNATLFR- DATE
w
M
CITY OF RENTON SITEWORK
ENGINE GENERATOR SET JULY, 1985
2.0
SITEWOPX
1. EARTWORK
1. GENERAL
THIS SECTION DESCRIBES THE GENERAL REQUIREMENTS FOR ALL TYPES OF
EARTHWORK AND IS APPLICABLE TO ALL EARTHWORK AS REQUIRED ON THIS
PROJECT.
CLASSIFICATION
All EXCAVATION IN THIS PROJECT IS CONSI`)EKED UNCLASSIFIED. THE TERMS
"EARTHWORK" OR "EXCAVATION" INCLUDE ALL MATERIALS EXCAVATED OR REMOVED,
"EGARDLESS OF MATERIAL CHARACTERISTICS, THE CONTRACTOR SHALL MAKE HIS
OWN ESTIMATE OF THE KIND AND EXTENT OF THE EXCAVATION.
3. SITE GRADING
PERFORM ALL EARTHWORK TO THE LINES AND GRADES AS SHOWN AND/OR
ESTABLISHED BY THE ENGINEER, WITH PROPER ALLOWANCE FOR Si1RFACING SHOWN.
SHAPE, TRIM, AND FINISH SLOPES OF CHANNELS TO CONFORM WITH THE LINES,
GRADES, AND CROSS SECTIONS AS SHOWN OR APPROVED. MAKE SLOPES FkEE OF
ALL L ,POSED ROOTS AND STONES EXCEEDING 3-INCH DIAMETER WHICH AkE LOOSE
AND LIABLE TO FALL. ROUND TOPS OF BANKS TO CIRCULAR CURVES, IN
GENERAi , NOT LESS THAN A 6-FOOT RADIUS. ROUNDED SURFACES SHALL BE
NEATLY AND SMOOTHLY TRIMMED. FINISHED SITZ GRADING SHALL BE APPROVED w
BY THE ENGINEER.
4. STRUCTURAL 'EXCAVATION ,-
STRUCTURAL EXCAVATION SHALL INCLUDE CLEARING AND GRUBBING BEYOND THE
EXCAVATION CATCH POINT. CLEARING SHALL CONFORM TO APWA SECTION 12-1,03
AND GRUBBING TO APWA SECYION 12-2.04. STRUCTURAL EXCAVATION SHALL
INCLUDE THE REMOVAL OF ANY AND ALL FORMATIONS ENCOUNTERED AND THE
REMOVAL AND DISPOSAL OF ALL DEBRIS, INCLUDING SUBMERGED OR BURIED
TIMBER. THE CONTRACTOR SHP' L EXCAVATE TO THE DEPTH NECESSARY TO
COMPLETE THE WORK AS SHOWN ON THE DRAWINGS.
2-1
CITY OF RENTON SITEWORK
' ENGINE GENERATOR SET JULY. 1985
1. SHORING
WHERE SHORING, SHEET PILING SHEETING, BRACING, LAGGING, OR OTHER
SUPPORTS ARE NECESSARY TO PREVENT CAVE-INS OR DAMAGE TO EXISTING
STRUCTURES, IT SHALL BE THE RESPONSIBILITY nF THE CONTRACTOR TO
` DESIGN, FURNISH, PLACE, MAINTAIN, AND REMOVE SUCH SUPPORTS IN
ACCORDANCE WITH APPLICABLE ORDINANCES AND SAFETY REQUIREMENTS. TKE
DESIGN, PLANNING, INSTALLATION AND REMOVAL OF ALL SHEETING,
SHORING, SHEET PILING, LAGGING, AND BRACING SHALL BE ACCOMPLISHED
IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE SOIL
BELOW AND ADJACENT TO THE EXCAVATION.
1 .
2. DISPOSAL OF EXCAVATED MATERIAL
IT IS ANTICIPATED THAT THE MAJORITY OF THE EXCAVATED MATERIAL WILL
1.. BE SUITABLE FOR USE IN FILL AND BACKFILL. UNSUITABLE EXCAVATED
MATERIAL SHALL BE DISPOSED OF OFF-SITE. SUITABLE EXCESS EXCAVATION
SHALL BE DISPOSED OF BY THE CONTRACTOR.
3. STOCKPILING OF EXCAVATED MATERIAL
� > PEP.MISSIBLE AREAS FOR STOCKPILING OF SUITABLE EXCAVATED MATERIALS
FOR LATER RE-USE SMALL BE DESIGNATED BY THE ENGINEER.
S. BACKFILL FOR STRUCTURAL EXCAVATION
WHEN FILL IS PLACED ADJACENT TO WALLS, FOOTINGS, ETC., HEAVY EQUIPMENT
FOR SPREADING, AND COMPACTING SHALL NOT BE OPERATED CLOSER TO ANY WALL
THAN A DISTANCE EQUAL TO THE HEIGHT OF THE BACKFILL ABOVE THE TOP OF
THE FOOTING. FILL ADJACENT TO WALL SHALL BE COMPACTED TO 35 PERCENT OF
A MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 WITH A SMALL VIBRATORY
OR HAND COMPACTOR.
6. STRUCTURAL FILL
ALL FILL UNDER STRUCTURES AND PAVED AREAS SHALL BE STRUCTURAL FILL.
STRUCTURAL FILL SHALL BEAR IN A FIRM BASE ANL : CONSTRUCTED IN UNIFORM
LAYERS NOT EXCEEDING 9 INCHES IN LOOSE THICKNESS WITH EACH LIFT TO BE
COMPACTED TO 95 PERCENT OF ITS MAXIMUM DENSITY AS DETEFMINED BY ASTM
D-1557.
7. GENERAL FILL
ALL FII L THAT IS NOT BACKFILL FOP, STRUCTURAL EXCAVATION OR STRUCTURAL
FILL IS GENERAL FILL. GENERAL FILL S4AL' BE WELL COMPACTED BY REPEATED
�r COVE"AGES OF THE B.AULING AND SPREADING EQUIPMENT AND SHALL BE FINAL
GRADED AS SHOWN ON THE GRADING PLANS.
L 2-2
CITY OF RENTgN SITEWORK
ENGINE GENE J OR SET JULY, 1985
8. GRAVEL UNDER SLABS AND FOOT?MGS
r. USHED SURFACING TOP COURSE WILL BE PLACED AND WELL COMPACTED UNDER
CEMENT CONCRETE SLABS, FOOTINGS, PAVEMENT AND WALKS, WHERE SHOWN ON THE
DRAWINGS, AND SHALL CONFORM TO WSDH STANDARD N0. 9-03.9(3) .
2, PAVING AMD SURFACING
1 , Gk4EL BASE AGGREGATE
AGGREGATE FOR GRAVEL BASE, CLASS 6, SHALL CONFORM WI'H SECTION 9-03.10
OF THE WSDH STANDARD SPECIFICATIONS.
i
2. CRUSHED SURFACING TOP COURSE AGGREGATE
AGGREGATE FOR CRUSHED SURFACING TOP COURSE SHALL CONFORM WITH SECTION
9-03.9(3 ) OF THE WSDH STANDARD SPECIFICATIONS.
3. CEMENT CONCRETE PAVEMENT, SIDEWALKS, AND CURBS
CEMENT CONCRETE PAVEMENT, SIDEWALKS, AND CURB SHALL. BE "LASS B CONCRETE
(3,300 PSI ) PER THE CONCRETE SECTION OF THESE SPECIFICATIONS.
CONSTRUCTION SHALL COMPLY WITH SECTION: 39 OF THE APWA STANDARD
SPECIFI '.ATIONS. fURBS SHALL COMPLY WITH SECTION 40 OF THE APWA
STANDARD SPECIFICAT'3iJS.
4. ASPHALT CONCRETE PAVEMENT
PROVIDE A MINIMUM THICKNESS OF 2-INCHES OF ASPHALT CCNCRFTE PAVEMENT,
CLASS B, IN CONFORMANCE WITH WSDOT AND APWA STANDARD SPECIFICATIONS
SECTION 5-04. THE EDGES OF EXISTING ABUTTING PAVEMENT SHALL BE SAWCUT
TO PRODUCE A CLEAN, STRAIL,HT INTERSECTION BETWEEN THE NEW AND THE
EXISTING PAVEMENT. FINISHED GRADES SHALL CAUSE SURFACE WATER RUNOFF
AWAY FROM ALL STRUCTURES AND INTO THE STORMdAIER SYSTEM.
2-3
CITY OF RENTON CONCRETE
ENGINE GENERATOR SET UU!Y. 1985
3.0
r„ CONCRETE
V
r 1. TOLERANCES
L
VARIATIONS FROM PLUMB, SPECIFIED GRADE, CONSPICUOUS LINES, AND WALLS, SHALL.
BE +/- 1 /4 INCH IN ANY 10 FOOT LENGTH, NOT TO EXCEED +/- 1 INCH OVERALL.
VARIATIONS FROM DIMENSION SHALL NOT EXCEED PLUS 2 INCHcS, MINUS 1/2 INCH.
2 SUBMITTALS
SUBMIT IN ACCORDANCE WITH SECTION 1 OF THESE SPECIFICATIONS AND AS FOLLOWS:
INDICATE BAR SIZES, DIMENSIONS, QUANTITIES, LOCATIONS, SPACING, BENDING
DiAGRAMS, AND WELDED WIRE FABRIC ( INCLUDING SUPPORTS. SPACERS, AND
r RELATED ACCESSORIES) AS REQUIRED FOR THE FABRICATION A' PLACEMENT OF
L ALL CONCRETE REINFORCEMENT.
PROVIDE MANUFACTURER'S CERTIFICATION THA'. MATERIALS MEET THESE
SPECIFICATION REQUIREMENTS, :NCLUDING MATERIAL CONTENT PER CUBIC YAR^
FOR EACH CLASS OF CONCRETE FURNISHED. TH;S SHALL INCLUDE DRY WEIGHT OF
CEMENT, SATURATED SURFACE, DRY WEIGHTS OF FINE AND COARSE AGGREGATES,
WEIGHT OF WATER PLUS QUANTITIES, TYPES, AND BRAND NAMFS of ADMIXTURES.
DO NOT PROCEED WI1H CONCRETE CONSTRICTION WITHOUT PRIOR APPROVAL OF ALL
CONCRETE MIXES.
3. TESTING
THE OWNER WILL PROVIDE AND PAY ALL COSTS OF CONCRETE TESTING. THE
CONTRACTOR SHALL GIVE THE OWNER 48 HOUR NOTICE PRIOR TO CONCRETE PLACEMENT
FOR TESTING COORDINATION.
- THE CONTRACTOR SHALL PROVIDE ALL ASSISTANCE AND COOPERATION NECESSARY TO
THE TESTING PERSONNEL TO OBTAIN ADEQUATE CONCRETE TESTS. THE CONTRACTOR
WILL HAVE ACCESS 1" ALL TESTING RESULTS AS SOON AS THEY ARE AVAILABLE.
4. GNICRETE MATERIALS
r
1. CEMENT SHAi PONFV " TO AS1M C 150, TYPE II .
w 2. WATER SHALL BE 1 AND FREE FROM OIL, ACID, ALKALI , ORGANIC
MATTER, OR OT -R L -�TERIOUS SUBSTANCES.
i 3-1
r
CITY OF RENTON CONCRETE
ENGINE GENERATOR SET JULY, 19Q.5
3. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C 33, OR TO THE
APPLICABLE SPECIFICATIONS OF THE WASHINGTON STATE HISHWAY
DEPARTMENT FOR BRIDGE CONSTRUCTION. FINE AGGREGATE, WHEN TESTED IN
ACCORDANCE WITH ASTM C 87, SHALL DEVELOP A COMPRESSIVE STRENGTH AT
7 A"'D 28 DAYS OF NOT LESS THEN Br 'ERCENT OF THAT DEVELOPED BY THE
STANDARD MORTAR SPECIFIED IN AST 87 AS THE BASIS OF " 4PAPISON.
4. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX
SHALL CONTAIN NOT LESS THAT SIX SACKS OF CEMENT PER CUBIC YARD NOR
MORE THAN SIX GALLONS OF WATER PER SACK OF CEMENT.
THE MINIMUM AMOUNTS OF CEMENT ANG MAXIMUM "MOUNTS OF WATER MAY BE
CHANGED IF A CONCRETE DESIGN MIX IS SUBMITTED TO THE STRUCTURAL
ENGINEER IWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE
DESIGN MIX SHALL INCLUDE THE AMOUNT OF CEMENT, FINE AND COARSE
AGGREGATE, WATER AND ADMIXTURES AS WEIL AS THE WATER CEMENT RATIO,
SLUMP, CONCRETE YIELD AND SUBSTAINING STRCNGTH DATA IN ACCORDANCE
WITH UBC 260, (c) . THE USE OF A DESIGN MIX REQUIRES BATCH PLANT
INSPECTION.
ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN
AIR-ENTRAINING AGENT CONFORMING TO UBC STANDARD 26-9. THE AMOUNT
SHALL BE 4% + 1% BY VOLUME.
LOCAL MATERIALS FOk CONCRETE SHALL BE USED INSOFAR AS PRACTICABLE AND
CAPABLE OF MEETING THE SPECIFICATIONS. THE PROPORTIONS ,AND GENERAL DESIGN
OF THE CONCPETE MIXTURE AND THE CEMENT GIVEN IN TABLE 1 HEREINAFTER ARE
SUITABLE FOR THE USE OF MATEF e AVAILABLE IN THE VICINITY AND ARE BASED
UPON THE USE OF LOCAL AGGREGAIL, OTHER SOURCES OF MATERIALS MAY BE USED.
THIS STATEMENT DOES NOT RELIEVE THE CONTRACTOR FROM THE REQUIREMENTS AS TO
QUALITY, EVEN THOUGH SOME LOCAL MATERIALS MAY NOT MEET THESE STANDARDS.
5. CONCRETE FORP,�
1. DESIGN
DESIGN OF THE CONCRETE FORMS SHALL BE SUFFICIENTLY TIGHT TO PREVENT
LEAKAGE OF MORTAR AND SHALL BE PROPERLY BRACED OR TIED TOGETHER SO AS
TO MAINTAIN THE DESIRED PM TION AND SHAPE UNTIL REMOVED.
2. CONSTRUCTION
FORM CONSTRUCTION FOR SURFACES THAT WILL BE COVERED WITH RACKF10 MAY
BE OF STEEL, PLYWOOD, OR DRESSED MATCHED LUMBER. C^NSTRUCT FOR a TO
THE SHAP , LINES, GRADES, AND DIMENSIONS OF THE CONCRETE CALLED FOR ON
THE PLANS.
3-2
CITY OF RENTON CONCRETE
ENGINE GENERATOR SET JULY, 1985
3. OILING
r' UNLESS OTHERWISE DIRECTED, THE CONTACT SURFACES OF FORMS SHALL BE
h COATED WITH A COLORLESS, NON STAINING MINERAL OIL FREE FROM KEROSENE,
OR OTHER APPROVED SUITABLE MATERIAL, TO PERMIT SATISFACTORY REMOVAL OF
FORMS. WHERE OIL OR SIMILAR MATERIAL IS USED, IT SHALL BE APPLIED
L PRIOR TO INSTALLATION, IF POSSIBLE, AND BEFORE REINFORCEMENT IS PLACED.
r- 4. REMOVAL
DO NOT START THE REMOVAL OF FORMS UNTIL THE CONCRETE HAS ATTAINED THE
NECESSARY STkENGTH TO SUPPORT ITS OWN WEIGHT, AND THE CONSTRUCTION LIVE
LOADS, AND HAS SUFFICIENT STRENGTH TO PREVENT CRACKING OR CHIPPING WHEN
THE FORMS ARE REMOVED. THE CONTRACTOR SH^1.L BE RESPONSIBLE FOR ALL
DAMAGE RESULTING FPOM PREMATURE REMOVAL OF FORMS. DO NOT PLACE
BACKFILL AGAINST WALLS BELOW GRADE UNTIL iE CONCRETE HAS ObIAINED A
COMPRESSIVE STRENGTH EQUAL TO 2/3 OF THE SPECIFIED 28-DAY COMPRESSIVE
CSTPrNGTH, EXCEPT AS OTHERWISE DIRECTED BY THE OWNER.
5. DE-MATERING
r°
DO NOT AILOW WATER TO FLOW THROUGH AREAS WHERE FORMS ARE TO BE PLACED.
DURING FORM CONSTRUCTION AND PRIOR TO PLACEMENT OF CONCRETE, KEEP
,. FOOTINGS AND FLOOR SLAB AREAS FREE OF WATER. DIVERT ANY FL^" OF WATER,
I INTO THE EXCAVATION THROUGH PROPER SIDE DRAINS TO A SUMP AND REMOVE BY
PUMPING OR OTHER ACCEPTABLE METHODS.
6. REINFORCING STEEL
REINFORCING STEEL SHALL CONFORM TO ASTM A615-81a, GRADE 60, fy = 60,000
PSI. EXCEPTIONS: COLUMN 'TIES, BFAM STIRRUPS, BARS TO BE FIELD BENT, BARS
TO BE WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL
BE GRADE 40, fy = 40.000 PSI.
REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH ACI 335-74 AND 313-77. LAP ALL CONTINUOUS REINFORCEMFNT 30
BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL
INTERSECTIONS. LAP SORNEP BARS 30 BAR DIAMETERS OR 2 '-0" MINIMUM. LAP
ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL WIRE-SPACING AT SIDES AND
ENDS.
NO BAPS PARTIALLY EMBEDDED IN HARDENED CONCRETE LL BE FIELD BENT UNLESS
SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE THREE (3) INCHES
FOR THE FOUNDATION.
I
r TIE WIRE SHALL BE BLACK ANNEALE7 WIRE, 16-1/2 GAUGE OR HEAVIER .
3-3
6
L
CITY OF RENTON CONCRETE
ENGINE GENERATOR SET JULY, 1985
BAR SUPPORTS SHALL CONFORM TO "BAR SUPPORT SPECIFICATION" . CRSI MANUAL OF
STANFnRD PRACTICE, MSP-1-80. PROVIDE CLASS 1 , PLASTIC PROTECTED BAR
SUPPORTS. USE PRE-CAST CONCRETC BLOCKS TO SUPPORT BARS OFF GROUND.
REINFORCING SHALL BE KEPT FREE 0 RUST AND LOOSE SCALE AT TIME OF DELIVERY.
BARS WITH KINKS, IMPROPER BENDS, OR REDUCED CROSS SECTION OUE TO ANY CAUSE
WILL NOT BE USED.
7. CAST IN PLACE CONCRETE
CONCRFTC MIX PROPORTIG,.S USED SHALL BE DESIGNED TO MEET THE FOLLOWING
REC ` gEMENTS:
TABLE 1
MIN. COMPRESS''iE FIELD STRENGTH AT 28 DAYS 3,000 PSI
III CEMENT FACTOR (SACKS OF CEMENT/CU. YO. - MIN.) NOT LESS THAN 6 SACKS
WATER REDUCING AGENT ADDED PER SACK OF AS RECOMMENDED BY MFR
CEMENT (LBS.)
MAX. WATER PER 94 I.B. SACK OF CEMENT (GALS` NOT MORE THAN 6 GALS.
FINE AGGREGATE, % TOTAL BY WEIGHT (RANGE) 35-45
SLUMP RANGE (INCHES) 2-4
MAX. SIZE COARSE AGGREGATE (INCHES) 7/8
ENTRAINED AIR (PERCENT BY VOLUME) (RANGE) 4% +/- 1%
NOTE: CONCRETE CYLINDERS MAY BE TAKEN TO VERIFY SLUMP AND REINFORCING
MATERIAL AS DETERMINED BY THE O 'NFR.
IN ORDFR TO OBTAIN PROPER WORKABILITY AND ; SMOGTH, DENSE, HOMOGENEOUS
PLASTIC MIXTURE, FREE FROM SEGREGATION, THE PERCENTAGE OF FINE AGGREGATE
MAY BE VARIED DURING THE PROGRESS OF THE WORK.
CONCRETE TRANS' TED IN A TRUCK MIXER SHALL BE DISCHARGED AT THE JOB WITHIN
1-1/2 HOURS AF t THE CEMENT HAS BEEN ADDED TO THE WATER OR THE AGGREGATES.
1. CURING MATERIALS
WATERPROOF SHEET MATERIALS CONFORMING TO ASTM C171 OR LIQUID
MEMBRANING-FORMING COMPOUNDS CONFORMING TO ASTM C309.
3-4
I
CITY OF RENTON CONCRETE
ENGINE GENERATOR SET JULY, 1985
2. BONDING AGENT
P FURNISH PRODUCTS BY RECOGNIZED MANUFACTURERS SUCH AS LARSEN
"WELD-CRETE", SONNEBORN "SONOBOND" OR APPROVED.
i
ir
4 3. COLD WEATHER
'- PLACE NO CONCRETE WIT N AIR TEMPERATURE IS BELOW 40 DEGREES
WITHOUT TAKING ADEQUATE PRECAUTIONS TO FROTLCT THE WORK.
r 2. CONTRACTOR SHALL PROVIDE ADEQUATE EQUIPMENT FOR HEATING
1 MATERIALS AND PROTECTING CONCRETE DURING FREEZING 02 NEAR
�- FREEZING WEATHER. A.LI_ MATERIALS, REINFORCEMENT, FORMS, AND
GROUND IN CONTACT WITH CONCRETE SHALL BE FREE FROM FROST AT
TIME OF PLACEMENT . HEAT MIXING WATER AS REQUIRED. USE NO
L MATERIALS CONTAINING ICE.
.� 3. APPROVED DETAILED RECOMMENDATIONS FOR COLD 'WEATHER CONCRETINS
ARE CONTAINED IN "RECOMMENDEC PRACTICE FOR COLD WEATHER
CONCRETING" , ACI 305.
4. HOT WEATHER
1. PLACE NO CONCRETE WHEN AIR TEMPERATURE EXCEEDS 85 DEGREFS OR
WHCN THE COMBINATION OF HIGH TEMPERATURE, LOW HUMIDITY, AND
WIND VELOCITY IS DEEMED TO BE DETRIMENTAL TO CONCRETE
OPERATIONS UNLESS ADEOIJATE PRECAUTIONS ARE TAKEN TO PROTECT THE
WORK.
2. ALL ING^EDIENTS SHALL BE COOLED PRIOR TO MIXING. FLAKE ICE OR
CRUSHED ICE OF A SIZE THAT WILL MELT COMPLETELY DURING MIXING
MAY BE SUBSTITUTED FOR ALL OR PART OF THE WATER. COOL FORMS
AND REINFORCING PRIOR TO PLACING CONCRETE.
3. APPP 40 DETAILED RECOMMENDATIONS FOR HOT WEATHER CONCRETE ARE
CONTAINED IN "RECOMMENDED PRACTICE FOR HOT VEATHER CONCRETING"
ACI 305.
5. OTHER ADVERSE WEATHER CONDITIONS
00 NOT PLACE CONCRETE DURING RAIN, SLEET, OR SNOW UNTIL ADEQUATE
PROTECTION I-- PROVIDED.
b. CONSOLIDATION
1 . All CONCRETE SHALL BE CONSOLIDATED BY VIBRATION WHICH MAY BE
SUPPLEMENTED BY HAND SPADING, RODDING, FORKING, OR TAMPING.
CONCRETE SHALL BE THOROUGHLY WORKED AROUND T4E REINFORCEMENT,
L 3-5
i
CITY OF RFNTON CONCRETE
ENGINE GENERATOR SET JULY, 1985
AROUND EMBEDDF:) ITEMS, AND INTO CORNERS OF FORMS TO ELIMINATE
ALL AIR OR STONE POCKETS WHICH MAY CAUSE HONEYCOMBING, PITTING,
OR PLANES OF WEAKNESS.
2. INTERNAL VIBRATORS SHALL HAVE A MINIMUM FREQUENCY OF 8,000
VIBRATIONS PER MINUTE AND SUFFICIENT AMPLITUDE TO CONSOLIDATE
THE CONCRETE EFFECTIVELY. VIBRATORS SHALL BE OPERATED BY
EXPERIENCED WORKMEN.
3. INTERNAL VIBRATORS SHALL BE INSERTED AND WITHDRAWN AT POINTS
APPROXIMATELY 18 INCHES APART IN EACH DIRECTION. AT EACH
INSERTION, THE DURATION SHALL BE SUFFICIENT TO CONSOLIDATE THE
CONCRETE BUT NOT SUFFICIENT TO CAUSE SEGREGATION, GENERALLY
BETWEEN 5 AND 15 SECONDS. DO NOT USE VIBRATORS TO TRANSPORT
CONCRETE WITHIN THE FORMS.
4. SLABS SHALL BE CONSOLIDATED BY UTILIZING VIBRATING SCREEDS,
ROLLER PIPE SCREEDS, INTERNAL VIBRATORS, OR OTHER METHODS AS
APPROVED.
5. CONTRACTOR SHALL HAVE A SPARE VIBRATOR AVAILABLE AT THE JOB
SITE DURING ALL CONCRETE PLACING OPERATIONS.
7. BODING CONCRETE
1. AT CONSTRUCTION JOINTS: THOROUGHLY CLEAN SURFACE OF "_STING
CONCRETE TO REMOVE ALL LAITANCE. APPLY APPROVED BOND'NG AGENT
TO EXISTING CONCRETE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIOYS, OR ROUGHEN THE EXISTING CONCRETE SURFACE IN
SUCH A MANNER AS TO EXPOSE THE AGGREGATE UNIFORMLY BUT NOT
LEAVE LAITIAIVCE, LOOSENED AGGREGATE PARTICLES, OR DAMAGED
CONCRETE AT THE SURFACE. DAMPEN JJINT AND COAT WITH GROUT
MIXTURE IN ACCORDANCE WITH ACE 301 , SECTION 8.5. PRIOR TO
PLACING FRESH CONCRETE.
2. AT PATCHES, REPAIRS, AND OTHER AREAS REQUIRING BONDP4G OF NEW
TO EXISTING CONCRETE: APPLY APPROVED BONDING AGENT TC EXISTING
CONCRETE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
8. PLACING OF CONCRETE SHALL BE AS FOLLOWS:
1. BEFORE BEGINNING PLACEMENT OF CONCRETE, REMOVE HARDENED
CONCRETE AND FOREIGN MATERIALS FROM THE INNER SURFACE OF THE r
MIXING AND CONVEYING EQUIPMENT. BEFORC DEPOSITING CONCRETE,
REMOVE DEBRIS FROM THE SPACE TO PE OCCUPIED BY THE CONCRETE.
REINFORCEMENT SHALL BE SECURED IN POSITION AND ACCEPTABLE TO
THE CITY BEFORE THE CONCRETE IS PLACED.
3-6
r CITY OF RENTON CONCRETE
' ENGINE GENERATOR SET JULY, 1985
r
2. HANDLE CONCRETE FROM THE MIXER, READY -MIXED TRUCK, OR FROM THE
TRANSPORTING VEHICLE TO THE PLACE OF FINAL DEPOSIT AS RAPIDLY
AS PRACTICABLE BY METHODS WHICH PREVENT THE SEPARATION OR I.OSS
OF THE INGREDIENTS. TINDER NO CIRCUMSTANCES SHALL CONCRETE THAT
HAS PARTIALLY HARDENED BE DEPOSITED IN THE WORK.
3. WORK CONCRETE INTO PLACE IN CORNERS AND AROUND REINFORCING,
DURING AND IMMEDIATELY AFTER DEPOSITING, AND COMPACT BY
FA MECHANICAL VIBRATION.
L• 4. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS
THAT NO CONCRETE WILL BE DEPOSITED ON CONCRE E WHICH HAS
HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS AND
PLANES OF WEAKNESS WITHIN THE SECTION. IF A SFCTION CANNOT BE
PLACED CONTINUOUSLY, CONSTRUCTION JOINTS MAY BE LOCATED AT
POINTS AS PROVIDED FOR IN THE PLANS OR AS APPROVED BY THE
r , OWNER.
8_E14BEDDED ITEMS
r ALL EMBEDDED ITEMS SHALL BE POSITIONED ACCUFSTELY AND SUPPORTED AGAINST
DISPLACEMENT. VOIDS IN SLEEVES INSERTS, ANCHO; SLOTS, ETC., SHALL BE
L FILLED TEMPORARILY WITH READILY REMOVABLE MATERIAL:; TO PREVENT THE ENTRY OF
CONCRETE INTO THE VOIDS.
t'
9. VAPOR BARRIER
1. PROVIDE APPROVED BARRIER MATERIAL OVER SUBGR.4DE AT ALL INTERIOR
SLABS ON GRADE.
2. INSTALL VAPOR BARRIER IN LARGEST PRACTICABLE SIZES. LAP EDGE
JOINTS 6 INCHES MINIMUM AND SEAL CONTINUOUSLY. FIT AROUND SERVICE
OPENINGS, PIPING, AND SEAL. PROTECT FROM EXCESSIVE D%MAGE AND
REPAIR PUNCTURES AND TEARS PRIOR TO PLACING CONCRETE.
10. NON-SHRINK GROUT
1. MIX AND PLACE GROUT MATERIALS IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. PROTECT ADJACENT FINISHED SURFACES
FROM DEF4CEMENT.
2. PROVIDE FOR EOUIPME�" BASES, SLEEVES, DRILLED-IN REBAR AND
ELSEWHERE AS SHOWN ON THE DRAWINGS.
3-7
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CITY OF RENTON CONCRETE
ENGINE GENERATOR SET JULY, 1965
11. CONCRETE FINISHES
1. GENERAL
DO NOT PLACE fONCRETE WHICH REQUIRES FINISHING UNTIL THE MATERIALS,
TOOLS, AND LABOR NECESSARY FOR FINISHING THE WET CONCRETE ARE ON THE
JOB AND ACCEPTABLE TO THE 06NER. ALL HORIZONTAL SURFACES SHALL BE STEEL
TROWELED, UNLESS OTHERWISE SPECIFIED.
2. PATCHING
DEFECTS IN ALL CONCRETE SURFACES SHALL BE CUT OUT AND PATCHED AS
SPECIFIED HEREIN. AFTER REMOVAL OF '. _ FORMS ALL IMPERFECTIONS, ROCK
POCKETS, HOLES FROM FORM TIES, AN) OTHER DEFECTS SHALL BE CHIPPED OUT
TO SOLID CONCRETE. THE SURFACE OF THE CAVITY TO BE PATCHED SHALL BE
THOROUGHLY WET BEFORE THE PATCHING MIXTURE 15 APPLIED. WHERE THE
PULL-OUT TYPE TIES ARE USED, THE HOLES SHALL BE FILLED AS RECOMMENDED
BY THE MANUFACTURER OF Ti;E TIES AND AS APPROVED.
THE CONCRETE SHALL BE FINISHED AS FOLLOWS:
SCHEDULE OF CONCRETE FINISHES
AREA TYPE OF FINISH
FLOOR SLAB MONOLITHIC
3. MONOLITHIC FINISH
FINISH BY SCREEDING ANO FLOATING WITH STRAIGHT EDGES TO BRING THE `
SURFACES TO THE REQUIKEO FINISH ELEVATION S'lOWN ON THE PLANS. WHILE
THE CONCRETE iS STILL GREEN, BUT SUFFICIENTLY HARDENED TO BEAR A MAN' ;
WEIGHT WITHOUT DEEP IMPRINT, IT S,IALL BE FLOATED TO A TRUE, EVEN PLAN'
WITH NO COARSE AGGREGATE VISIBLE. SUFFICIENT PRESSURE SHALL BE USED ON
THE FLOATS fO BRING MOISTURE TO THE SURFACE. AFTER SURFACE MOISTURE
HAS DISAPPEARED, THE CONCRETE SHALL PE HAND TROWELED TO PRODUCE A
SMOOTH, IMPERVIOUS SURFACE, FREE FROM TROWEL MARKS. AN ADDITIONAL
TROWELING SHALL BE GIVEN TO THE SURFACE FOR 1HE PURPOSE OF BURNISHING.
THE FINAL TROWELING SHALL PRODUCE A RINGING SOUND FROM THE TROWEL. DRY
CEMENT OR ADDITIONAL WATER SHALL NOT BE USED IN TROWELING.
M
3-8
CITY OF RRTON
r
ENGINE GENE, ;h SET JULY, 1985
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4.0
NOT USED THIS SPECIFICATION
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II
CITY OF RENTON METAL FABRICATED BUILDING
ENGINE GENERATOR SET JULY, 1985
5.0
METAL FABRICATED BUILDIna
1. GENERAL
THE SCOPE OF WORK FOR THIS SECTION CONSISTS OF THE DESIGN, MATERIALS, AND
FABRICATION OF A PREFABRICATED METAL BUILDING SYSTEM COMPLETE WITH ALL
j APPURTENANCES INCLUDING DOORS, AND OPENINGS FOR COOLING AND EXHAUST
SYSTEMS. THE BUILDING SHALL BE OF WEATHERTIGHT CONSTRUCTION, EASILY
ERECTED, AND SUITABLE FOR ITS INTENDED USE. THE METAL FABRICATED BUILDING
9RL ff A SU DDSM VMBIMSSK SNI1UEK OtAAOB)M AAOIISSALff MMp"UBDUMAOAL
COSTS RESULTING FROM MODIFICATIONS TO THE DESIGN PLANS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
THE MATERIALS FURNISHED SHALL INCLUDE THE STRUCTURAL FRAMING, ROOF PANELS,
WALL PANELS, BRACING, FASTENERS, SEALANTS, AND ALL COMPONENTS FOR THE
C METAL BUILDING PROPER. ALL MATERIALS WILL BE NEW, UNUSED AND FABRICATED IN
A WORKMANLIKE MANNER.
THE CONTRACTORS 810 SHALL BE RESPONSIBLE FOR SUBMITTING DETAILED SHOP
DRAWINGS FOR THE STRUCTURAL DESIGN OF THE BUILDING. SUBMISSION AND
APPROVAL SHALL BE IN ACCORDANCE WITH SECTION 1 OF THESE TECHNICAL
SPECIFICATIONS. THE SHOP DRAWINGS SHALL SHOW ALL PERTINENT FEATURES,
'10ING: DOORS, VENTILATOR OPENINGS, ROOF AND WALL PANEL DESIGN, FLASHING w
TM DETAILS AND FRAMING DETAILS.
)ESIGN
THE BUILDING DESIGN SHALL COMPLY WITH STATE AND NATIONAL UNIFORM BUILDING
CODES FOR METAL BUILDINGS. THE BUILDING SHALL BE DESIGNED IN ACCORDANCE
WITH THE APPLICABLE FROVISIOWz OF THE AISC "SPECIFICATIONS FOR THE DESIGN,
FABRICATION AND ERECTION OF jrEEL BUILDINGS". AtL COLD FORMED LIGHT GAGE
STEEL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AISI "SPECIFICATIONS
FOR THE DESIGN OF LIGHT GAGE COLD FORMED STRUCTURAL STEEL MEMBERS". ALL
DESIGN LOADS SHALL MEET OR EXCEED UBC AND CITY OF RENTON REQUIREMENTS.
5-1
City Plans Spec's & Permits
r CITY OF RENTON METAL FABRICATED BUILDING
I ENGINE GENERATOR SET JULY, 1985
3. MATERIALS
f" ALL STEEL PLATE AND SHEETING USED IN THE FABRICATION OF THE BUILDING
STRUCTURAL MEMBERS SHALL BE OF STRUCTURAL QUALITY, ASTM A-570, GRADL 50,
WITH A MINIMUM YIELD POINT OF 50,000 PSI . STEEL USED FOR ROOF AND WAL!
r.. PANELS SHALL BE ASTM A-446 GRADE A OR D AS REQUIRED BY THE DESIGN WITH A
G90 GALVANIZED COATING, MATERIALS SHALL HAVE A MINIMUM YIELD POINT OF
33,000 AND 50,000 PSI RESPECTIVELY. ALL STEEL SHAPES AND MILL ROLL
CHANNELS ETC. SHALL CONFORM TO ASTM A-16.
4. ROOF AND MALL PANELS
r ROOF AND WALL PANELS SHALL BE RIBBED WITH AN OVERLAPPING DESIGN TO INSURE A
WATERTIGHT SEAL. PANELS SHALL BE OF A SINGLE LENGTH WHERE FEASIBLE. IF
ENDLAPS ARE REQU?RED, THEY SHALL OCCUR AT A P'JRLIN OR GIRT AND SHALL HAVE A
MINIMUM OVERLAP OF B INCHES. ALL PANELS SHALL BE FORMED IN A CONTINUOUS
ROLLING MILL TO INSURE CLOSE DIMENSIONAL TOLERANCES AND QUALITY CONTROL.
C INSTALLATION OF ROOF AND WALL PANELS SHALL RE IN STRICT ACCORDANCE WITH THE
BUILDING MANUFACTURER'S INSTRUCTIONS.
PROVISIONS FOR REINFORCING WALL PANELS AROUND LOUVERS AND EXHAUST
PENETRATION SHALL BE MADE BY CONTRACTOR. DESIGN DETAILS OF REINFORCING
SHALL BE SUBMITTED WITH PRE-BID SUBMITTALS IN ACCORDANCE WITH SECTION i OF
THESE TECHNICAL SPECIFICATICNS.
ROOF AND WALL PPNE'_ COATINGS SHALL RE MANUFACTURER'S STANDARD. SELECTION
OF COLOR SHALL BE MADE BY THE CITY FOLLOWING BID AWARD. COLOR SELECTION
SHEET SHALL BE SUBMITTED WITH PRE-BID SUBMITTALS IN ACCORDANCE WITH SECTION
1 OF THESE TECHNICAL SPECIFICATIONS.
5. FLASHING AND TRIM
ALL GUTTERS, TRIM AND FLASHINGS SHALL BE FABRICATED FROM 26 GAGE GALVANIZED
SHEET METAL. TRIM SHALL BE EQUAL TO SOULE INDUSTRIES, CASCADE TRIM
SYSTEM. TRIM AND FLASHING SHALL RE FORMED AND LAPPED TO PROVIDE A COMPLETE
WEATHERTIGHT INSTALLATION. FINISH AS SPECIFIED FOR ROOF AND WALL PANELS.
6. DOORS
STEEL ROLLING SERVICE DOOR SHALL BE ATLAS DOOR CORPORATION OR APPROVED
EQUAL.
CURTAINS SHALL RE INTERLOCKING SLATS COLD ROLL FORMED FROM GALVANIZED
STEEL. ALTERNATE SLATS SHALL BE FITT,7D WITH MALLEABLE IRON ENDLOCKS TO ACT
AS A WEARING SURFACE IN GUIDES AND TO MAINTAIN SLAT ALIGNMENT. SLAT
DESIGN, SLAT PROJECTION INTO GUIDES AND WIND LOCK USED SHALL SATISFY A 20
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5-2
L
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CITY OF RENTON METAL FABRICATED RUILDINt,
ENGINE C---NERATOR SET JULY. 1985
PSF WINDLOAD CONDITION. STEEL SLAT THICKNESS SHALL BE NO. 22 US GAUGE.
STEEL SLATS SHALL BE GALVANIZED WITH A ZINC COATING IN ACCORDANCE WITH ASTM
A. 525-80. EACH CURTAIN SHALL BE REINFORCED WITH A BOTTOM BAR CONSISTING
OF TWO STEEL ANGLES.
SPRING COUNTERBALANCE SHALL BE HOUSED IN A STEEL PIPE OF DIAMETER AND WALL
THICKNESS TO RESTRICT MAXIMUM DEFLECTION TO 0.36 INCHES. SPRINGS SHALL BE
HELICAL TORSION TYPE DESIGNED TO INCLUDE AN OVERLOAD FACTOR OF 25 PERCENT,
GREASE PACKED, ADJUSTABLE FROM OUTSIDE END OF BRACKET PLATE, AND SHALL BE
FURNISHED WITH SEALED BALL BEARINGS.
LOCKING SHALL CONSIST OF SLIDE BOLTS SUITABLE FOR CITY'S STANDARD PADLOCK
AND KEY.
DOORS SHALL BF "ALL WEATHER" , FULLY WEATHERSTRIPPED AT SILL. HOOD AND AT
GUIDES.
I �
5-3
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CITY OF RENTON
ENGINE GENERATOR SET JULY. 1985
6.0
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f� r NOT USED THIS SPECIFICATION
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CITY OF RENTON THERMAL/MOISTURE PROTECTION
ENGINE GENERATOR SET JULY, 1985
7.0
THERMAL AND MOISTURE PROTECTION
1_CAULKING
THE PUkPOSE OF THIS SELTION IS TO PROVIDE A STRUCTURE WHICH IS COMPLETELY
WEATHER-TIGHT. THE CONTRACTOR SHALL CAULK ALL JOINTS AND SPACES NECESSARY,
WHETHER SHOWN ON THE DRAWINGS OR NOT, TO CONFORM TO THIS REQUIREMENT.
AREAS TO BE CAULKED INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING; DOOR
FRAMES, INTAKE LOUVER FRAMES, VENTILATOR FRAMES, PIPE PENETRATIONS IN WALLS
AND FLOORS, ETC.
EXTERIOR AND INTERIOR BUILDING WALLS AND FLOOR SEALANT SHALL BE GENERAL
ELECTRIC SILICONE 1300 DOW-CORNING OR EQUAL. COLOR SHALL BE NATURAL,
NEUTRAL, OR CON"RETE GRAY AS NOTED.
APPLY CAULKING IN STRICT ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. 1HE
CONTRACTOR SHALL ASSURE THAT ALL SURFACES TO BE SEALED SHALL BE CLEAN OF
OUST, OIL, DIRT, FORM RELEASING OR CONCRETE CURING AGENTS, AND WATER. ALL
CONCRETE SHALL BE CURED FOR 28 DAYS PRIOR TO THE APPLICATION OF SEALANT AND
CAULKING.
WHERE NECESSARY TO PROVIDE A >JITABLE BACKSTOP AND BOND BREAKER, TIGHTLY
PACK WITH POLYETHYLENE FOAM. ROPE THE SACK OF GROOVES LEAVING A MINIMUM
DEPTH OF 1/4 INCH FOR SEALANT. PRIME CONCRETE SURFACES AS RECOMMENDED BY
THE MANUFACTURER.
APPLY CAULKING WITH GUN USING NOZZLE OF CORRECT SIZE FOR JOINT, FORCED INTO
GROOVES WITH SUFFICIENT PRESSURE TO EXPEL ALL AIR AND COMPLETELY FILL
GROOVE. FINISH CURED-CAULKING UNIFORM AND FLUSH WITH ADJOINING SURFACES.
SEAL AROUND ENTIRE PERIMETER OF OPENINGS. DO NOT APPLY SEALANT TO WET OR
FROST SURFACE. APPLY SILICON SEALANT AT TEMPERATURES ABOVE 45 DEGREES
FAHRENHEIT.
CLEAN ALL ADJOINING SURFACES OF EXCESS SEALANT, SMEARS, OR MARKING DUE TO
APPLICATION AND LEAVE JOINTS WITH NEAT, UNIFORMLY FILLED SURFACES.
2. FLOOR VAPOR BARRIER
CONCRETE FLOOR SHALL BE POURED OVER A POLYETHYLENE FILM (WHITE OR CLEAR) . `
THE FILM SHALL BE AT LEAST 10 MILS THICK AND SHALL BE UNIFORM IN APPEARANCE
AND FREE FROM DEFECTS. FURNISH IN AS LARGE SHEETS AS POSSIBLE TO REDUCE
THE NUMBER OF JOINTS TO A MINIMUM. OVERLAP ALL JOINTS A MINIMUM OF 12
INCHES.
7-1
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CITY OF RENTON
ENGINE GENERATOR SET JUEY, 1985
8.0
NOT USED THIS SPECIFICATION
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CITY OF RENTON FINISHES
ENGINE GENERATOR SET JULY, 1985
9.0
FINISHES
1. SCOPE
THE CONTRACTOR SMALL PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO COAT
ALL ITEMS IN ACCORDANCE WITH THESE SPECIFICATIONS. FINISHES SHALL BE DONE
AT SUCH TIMES AS THE CONTRACTOR A0 CITY MAY AGREE UPON IN ORDER THAT OUST
FREE AND NEAT WORK BE OBTAINED.
COATING SHALL BE DONE STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS AND IN A MANNER SATISFACTORY TO THE CITY. ALL PHASES OF THE
WORK SHALL BE AVAILABLE TO OBSERVATION BY THE CITY.
II
ALL SAFETY PRECAUTIONS STATED IN THE MANUFACTURER' S PRINTED INSTRUCTIONS
SHALL DE CAREFULLY OBSERVED. ADEQUATE VENTILATION AND LIGHTING SHALL BE
PROVIDED AT ALL TIMES.
2. SUBMITTALS
THE CONTRACTOR SHALL SUBMIT, PRIOR TO BEGINNING OF ANY PAINTING OR COATING,
A LIST OF COATINGS AND MANUFACTURERS HE INTENDS TO USE FOR REVIEW BY THE
CITY . THE APPLICATION EACH COATING IS INTEVDED FOR, ANY SURFACE
PREPARATION, NUMBER OF COATS, METHOD OF APPLICATION, AND COATING THICKNESS
SHALL BE INCLUDED. THIS INFORMATION SHALL BE SUBMITTED IN ACCORDANCE WITH
THE REQUIREMENTS REGARDING SHOP DRAWINGS INCLUDED HEREIN.
3. SURFACE PREPARATION
ALL SURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS OF
THE MANUFACTURER OF THE COATING TO BE APPLIED TO THE SURFACE. IN ADDITION,
ALL SURFACES SHALL BE SMOOTH, CLEAN, AND DRY PRIOk TO ANY COATING UNLESS
SPECIFICALLY DIRECTED BY THE COATING MANUFACTURER. NO PAINTING SHALL BE
DONE BEFORE THE PREPARED SURFACES ARE APPROVED BY THE CITY,
4. COATING QUALITY
THE. PAINT AND PAINT PRODUCTS OF TNEMEC COMPANY OF KANSAS CITY, MISSOURI ,
MENTIONED IN THESE SPECIFICATIONS ARE INTENDED AS A STANDARD OF QUALITY.
9-1
W
CITY OF RENTON FINISHES
ENGINE GENERATOR SET JULY, 198S
S. SUBSTITUTIONS
SUBSTITUTIONS CF THE COATINGS OF OTHER MANUFACTURERS SHALL BE CONSIDERED
ONLY IF EQUIVALENT SiSTEMS OF COATINGS CAN BE PROVIDED, AND ONLY IF A
RECORD OF SATISFACTORY EXPERIENCE WITH THE SYSTEM IN EQUIVALENT
APPLICATIONS IS AVAILABLE.
A SUBSTITUTE COATING SYSTEM IS CONSIDERED TG BE AN EQUIVALENT SYSTEM WHEN
IT IS PROVED TO THE SATISFACTION OF THE CITY THAT THEY ARE EQUIVALENT IN
COMPOSITION, DURABILITY, USEFULNESS, AND CONVENIENCE FOR THE PURPOSE
INTENDED. SUBSTITUTIONS WILL BE CONSIDERED PROVIDED THE FOLLOWING MINIMUM
CONDITIONS ARE MFT-
1. THE PROPOSED PFTNT SYSTEM SHALL HAVE A DRY FILM THICKNESS EQUAL TO
OR GREATER THAN THAT OF THE SPECIFIED SYSTEM.
°. THE PROPOSED PAINT SYSTEM SHALL EMPLOY AN EQUAL OF GREATER NUMBER
OF SEPARATE COATS.
THE' PROPOSY.I PAINT clSTEM SHALL EMPLOY PRIMERS COMPATIBLE WITH THE
TYPE OF PAINT SELCCTF
4. ALL REQUESTS FOR SUBSTITUTION SHALL CARRY FULL DESCRIPTIVE
LITERATURE AND DIRECTIONS FOR APPLICATIONS, ALONG WITH COMPLETE
INFORMATIDN ON GENERIC TYPE, NON-VOLATILE CONTENT BY VOLUME AND 1
LIST OF SIMILAR PROJECTS W ZE THE COATINGS HAVE BEEN APPLIED TO
SIMILAR EXPOSURES.
5. IF THE ABOVE MENTIONED DATA APPEARS TO BE IN ORDER, THE CONTRACTOR
SHALL PROVIDE. CERTIFIED LABORATORY DATA SHEETS SHOWING THE RESULTS
OF COMPLETE SPECTROGRAPHIC, AND DURABILITY TFSTS PERFORMED ON THE
PROPOSED SUESTITUTE. TESTS SHALL BE PERFORMED BY AN INDEPENDENT
TESTING LABORATORY APPROVED BY THE CITY AND ALL COSTS INCURRED IN
THE TESTING PROGRAM SHALL BE CHARGED TO THE CONTRACTOR.
6. IN ANY CASE, THE CITY SHALL BE THE SOLE AND FINAL JUDGE OF THE
ACCEPTABILITV OF ANY PROPOSED SUBSTITUTION.
ALL MATERIALS SHAD_ BE BROUGHT TO THE JOSSTTE IN THE ORIGINAL SEALED AND
LABELED CONTAINERS OF THE PAINT MANUFACTURER AND SHALL BE SUBJICT TO
INSPECTION BY THE CITY. THE CONTRACTOR SHALL PROVIDE, IN ADDITION, ONE
UNBROKEN GALLON CONTAINER OF EACH TYPE AND COLOR OF PAINT AND EACH TYPE OF
SOLVENT AND THINNER USED. PAINT SUPPLIES SHALL BE STORED AS APPROVED BY
THE CITY.
COLORS, WHERE NOT SPECIFIED, SHALL BE AS SELECTED BY THE CITY.
THE CONTRACTOR SHALL SUBMIT TO THE CITY, IMMEDIATELY UPON COMPLETION OF THE
JOB, CERTIFICATION FROM THE MANUFACTURER INDICATING THAT THE QUANTITY OF
EACH COATING PURCHASED WAS SUFFICIENT TO PROPERLY COAT ALL SURFACES. SUCH
., CERTIFICATION SHALL MAKE REFERENCE TO SQUARE FOOTAGE FIGURES PROVIDED TO
THE MANUFACTURER BY THE CONTRACTOR.
9-2
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CITY OF RENTON FINISHES
ENGINE GENERATOR SET JULY, 1985
6. COLOR
THE OWNER WILL DEVELOP A DETAILED COLOR SCHEDULE AFTER AWARD OF CONTRACT.
7. MATERIALS
1. iNTERIOR CONCRETE FLOOR
DO NOT COAT.
2. STEEL (EXTERIOR) - E-G HOUSING, LOUVERS, ETC.
SURFACE PREPARATION SP6 (COMMERCIAL BLAST)
ONE COAT HI-BUILD EPDXOLTNE
4 TO 6 MIL OFT
ONE COAT E� ''RA SHIELD
1.5 TO 2.5 IL DFT
3. STEEL (INTERIOR) - GUIDE RAILS, ETC.
SURFACE PREPARATION SP6 (COMMERCID_ BLAST)
ONE COAT EPDXOLINE PRIMER
3 TO 5 MIL OFT
ONE COAT HI-BUILD EPDXOLINE
4 TO 6 MIL OFT
4. METAL BUILDING
MANUFACTURER'S STANDARD COATING - COLOR TO BE SELECTED BY OWNER AFTER
CONTRACT AWARD.
8. INSPFCTIOM
INSPECT ALL SURFACE PREPARATION PRIOR TO APPLICATION OF ANf COATING.
TAE PICTORIAL SURFACE PREPARATION STANDARDS FOR PAINTING STEEL SURFACES
(VIS-1 ) BY THE STEEL STRUCTURES PAINTING COUNCIL (SSPC) SHALL BE USED AS A
VISUAL STANDARD FOR INSPECTION OF SURFACE PREPARATION OF METAL SURFACES.
EACH COAT SHALL BE INSPECTED PRIOR TO APPLICATION OF THE NEXT COAT. AREAS
FOUND TO CONTAIN RUNS, OVERSPRAY. ROUGHNESS, OR OTHER SIGNS OF IMPROPER
APPLICATION SHALL BE REPAIRED OR RECOATED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
THE COMPLETED COATING SHALL PRODUCE A MINIMUM DRY FILM THICKNESS IN
ACCORDANCE WITV THE SPECIFICATIONS AS DETERMINED BY THE MICROTEST THICKNESS
GAUGE OR COMPARABLE INSTRUMENT. IN AREAS WHERE THIS THICKNESS IS NOT
DEVELOPED, SUFFICIENT ADDITIONAL COATS SHALL BE APPLIED TO PRODUCE IT.
9-3
CITY OF RENTON FINISHES
ENGINE GENERATOR SET JULY, 1985
THE COMPLETED COATING ON M'TAL SURFACES SHALL BE INSPECTED BY THE
CONTRACTOR IN THE PRESENCE GI THE CIT" FOR PINHOLES AND HOLIDAYS WITH A
TINKER AND RASOR OR OTHER LOW VOLTAGE ('UNDER 100 VOLTS) HOLIDAY DETECTOR.
AREAS FOUND TO CONTAIN PINHOLES SHALL BE REPAIRED OR RECOATED IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS.
THE COMPLETED COATING SHALL BE INSPECTED FOR RUNS, OVERSPRAY, AND
ROUGHNESS, AND ANY AREAS FOUND TO SHOW THESE OR OTHER SIGNS OF IMPROPER
APPLICATION SHALL BE REPAIRED OR RECOATED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
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9. COMPATIBILITY OF COATINGS
1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPATIBILITY OF ALL PAINT
r PRODUCTS.
L 2. TEST COATINGS APPLIED TO AN EXISTING SURFACE COATING BY PATCH TEST
TO DETERMINE SUITABILITY.
3, ALLOW SC"FICIENT TIME TO DEMONSTRATE COMPATIBILITY.
t"
L 10. INSPECTION AND CERTIFICAT13N OF SHOP SURFACE PREPARATION
r 1 . IMMEDIATELY PRIG^ TO APPLICATION OF PRIME COATS HAVE ALL SURFACES
TO RECEIVE PAINT INSPECTED BY CITY-APPROVED QUALITY CONTROL AGENT.
2. REBLAST DR PROVIDE ADDITIONAL PREPARATION DIRECTED CY AGENT IF
REQUIRED TO MEET SPECIFIED SURFACE PREPARATION SPECIFICATION.
3. SUBMIT TO CITY CERTIFICATION OF CONFORMANCE OF FINISH SURFACE
PREPARATION TO STANDARDS REFERENCED:
1. CERTIFICATION BY QUALITY CONTROL AGENT
2. INCLUDE DATE OF SURFACE PREPARATION AND SSPC STANDARD ACHIEVED
3. PRIMER-APPLICATION: TYPE AND MANUFACTURER FROM LABELED
CONTAINERS USED FOR PRIME COAT WORK
4. RECORDED DRY FILM THICKNESS
11, INSPECTION PRIOR TO APPLICATION OF FIELD PRIMER AND FINISH COATINGS
1 . CLEAN ALL SURFACES IMMEDIATELY PRIOR TO COATING.
2. INSPECT ALL SURFACES FOR CONFORMANCE TO SPECIFIED PREPARATION
STANDARDS.
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CITY OF RENTON FINISHES
ENGINE GENERATOR SET JUL'„ 1985
3. REQUEST AND OBTAIN CITY INSPECTION FOR EACH COATING SURFACE
PREPARATION PRIOR TO COATING APPLICATION.
12. PAINT SMOOTHNESS, COVER, AND SHEET TOLERANCE
1. FINISH COATIN' JRFACE SMOOTHNESS EQUAL TO BASE SURFACE PREPARATION
SMOOTHNESS.
2. UNIFORM LUSTER WITH EVEN APPEARANCE FREE OF LAP MARKS.
13. PAINT APPLICATION CONDITIONS
1. CLEAN, DRY ENVIRONMENT AND AT TEMPERATURES RECOMMENDED IN
MANUFACTURER'S PREPRINTED INSTRUCTIONS.
2. SURFACE TEMPERATURE: MINIMUM OF 5 DEGREES FAHRENHEIT ABOVE WET
BULB TEMPERATURE.
3 MAXIMUM HUMIDITY: 85 PERCENT.
4. SHIELD FROM HOi SUN WITH APPROPRIATE HCUSING WHEN APPLYING PAINTS.
5. DO NOT APPLY COATINGS IN AREAS WHERE DUST IS BEING GENERATED.
6. DO NOT APPLY IN FOG, SNOW , RAIN, OR TO WET OR DAMP SURFACES.
14. APPLICATION
1 . APPLY COATING AT SPECIFIED RATES AND CONSISTENCY PER SELECTED
MANUFACTURER'S SPECIFIC APPLICATION INSTRUCTIONS.
2. BUILDUP IN MULTIPLE OR SINGLE FINISH COATS AS SPFCIFIED.
3. THIN ONLY WITH THINNERS SPECIFICALLY FORMULATED FOR USE BY APPROVED
MANUFACTURER.
4. TINT PRIMER, SECOND COAT, AND FINISH COAT DIFFERENT SHADES TO
VERIFY COVERAGE.
15.. RECO_AT DRY T:IE
4
PERMIT ADEQUATE CURE-DRYING INTERVAL BETWEEN MULTIPLE COATS AS DETERMINED
BY MANUFACTURER'S RECOMMENDED DRYING TIME AT SPECIFIED CURE CONDITIONS.
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CITY OF RENTON
ENGINE GENERATOR SET JULY, 1985
10.0
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NOT USED THIS SPECIFICATION
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CITY OF RENTON EQUIPMENT
ENG14E GENERATOR SET JULY, 1985
11 .0
EQUIPMENT
1. DIESEL ENGINE
1. GENERAL
THE GENERAL DESIGil OF THE ENGINE GENERATOR FURNISHED SHALL BE THE
MANUFACTURER'S STANDARD, EXCEPT WHERE IT DIFFERS FROM THE REQUIREMENTS
OF THESE SPECIFICATIONS. THE DIESEL ENGINE IS TO BE INSTALLED AT AN
ELEVATION OF 400 FEET ABOVE SEA LEVEL AND SHALL MEET ALL PERFORMANCE
REQUIREMENTS SPECIFIED HEREIN WHEN INSTALLED AT THAT ALTITUDE. THE
ENGINE SHALL, AS A MINIMUM, BE IN ACCORDANCE WITH THE REQUIREMENTS OF
THIS SPECIFICATION AND MAY BE THE MANUFACTURER'S STANDARD COMMERCIAL
PRODUCT WITH ADDED FEATURES NEEDED TO COMPLY WITH THESE REQUIREMENTS.
ADDITIONAL OR BETTER FEATURES WHICH ARE NOT SPECIFICALLY PROHIBITED BY
THIS SPECIFICATION, BUT WHICH ARE A PART OF THE MANUFACTURER' S STANDARD
COMMERCIAL PRODUCTS, SHALL BE INCLUDED IN THE ENGINE GENERATOR BEING
FURNISHcD. A STANDARD COMMERCIAL PRODUCT IS A PRODUCT WHICH HAS SEEN
OR WILL BE SOLD ON THE COMMERCIAL MARKET THROUGH ADVERTISEMENTS OR
MANUFACTURER'S CATALOGUES, OR BROCHURES, AND REPRESENTS THE LATEST
PRODUCTION MODEL.
EXPOSED PARTS WHICH ARE SUBJECI TO HIGH-OPERATING TEMPERATURES OR WHICH
ARE ENERGIZED ELECTRICALLY, AND MOVING PARTS WHICH ARE OF SUCH NATURE
OR SO LOCATED AS TO BE A HAZARD TO OPERATING PERSONNEL, SHALL BE
INSULATED, ENCLOSED, OR GUARDED. -4FETY DEVICES AND SAFETY MEASURES
SHALL NOT IMPAIR THE PROPER FUNCTION OF ANY PART OF THE SET.
PARTS WHICH REQUIRE ADJUSTMENT OR SERVICING (NOT REPAIR OR ^EPLACEMENT)
TO PERMIT OPERATION Of THE SETS, SHALL BE ARRANGED TO PROVIDE OPTIMUM
EASE OF SERVICING. ADJUSTMENT, REPAIR, AND REPLACEMENT OF PARTS,
ASSEMBLIES, AND ACCESSORIES SHALL BE POSSIBLE WITH MINIMUM DRAINAGE AND
MINIMUM DISTURBANCE OF THE SET. MAINTENANCE SHALL BE POSSIBLE BY THE
USE OF COMMON TOOLS.
2. RATING
RATING OF THE DIESEL ENGINE-GENERATOR SET SHALL BE BASED ON OPERATION
OF THE SET WHEN EQUIPPED WITH ALL NECESSARY OPERATING ACCESSORIES SUCH
AS RADIATOR, FAN, AIR CLEANERS, LUBRICATING OIL PUMP, FUEL INJECTION
PUMP, JACKET WATER PUMP, GOVERNOR, CHARGING GENERATOR. THE
ENGINE-GENERATOR SHALL BE A FOUR-CYCLE DIESEL TYPE WITH A MINIMUM POWER
OUTPUT OF 125 KT.!OWATTS AT A SPEED NOT EXCEEDING 1,800 PPM. RATINGS
SHALL BE ESTABLISHED USING SAE J1349 STANDARD CONDITIONS,
11-1
h
CITE OF RENTON EQUIPMENT
ENGINE GENERATOR SET JULY, 1985
3. ELECTRIC STARTING SYSTEM
THE ENGINE SHALL BE EQUIPPED WITH AN ELECTRIC STARIING SYSTEM OF
SUFFICIENT CAPACITY TO CRANK THE ENGINE AT A SPEED WHICH WILL ALLOW FOR
FULL DIESEL STAP.T OF THE ENGINE. THE STARTING PINION SHALL BE SO
ARRANGED AS TO DISENGAGE AUTOMATICALLY WHEN THE DIESEL ENGINE STARTS.
STORAGE BATTERIES WITH RACK SHALL BE FURNISHCD HAVIN"u SUFFICIENT
CAPACITY FOR CRANKING THE ENGINE -OR AT LEAST 30 SECONDS AT FIRING
SPEED IN THE AMBIENT TEMPERATURES SPECIFIED, AND WITH CAPACITY FOR
STARTING THE DIESEL ENGINE A MINIMUM OF THREE TIMES, INCLUDING
OPERATION OF THE 12 VOLT LIGHTING SYSTEM.
II
A CURRENT LIM`.TING VOLTAGE COMPENSATED BATTERY CHARGER SHALL BE
FURNISHED TO AUTOMATICALLY RECHARGE THE BATTERIES. THE CHARGER SHALL
INCLUDE OVERLOAD PROTECTION, SILICON DIODE FULL WAVE RECTIFIERS,
VOLTAGE SURGE SUPPRESSERS, D.C. AMMETER AND FUSED AC INPUT. THE
CHARGER SHALL OPERATE ON 120 VOLTS, SINGLE PHASE, 60 HERTZ, AC. WITH AN
AMPERE OUTPUT NOT LESS THAN FIVE AMPERES. THE CHARGER SMALL BE
DISCONNECTED FROM THE BATTERY SET DURING THE CRANKING CYCLE OR SHALL BE
CAPABLE OF WITHSTANDING STARTING CURRENT VOLTAGE DROP. INCLUDE A TIMER
SWITCH TO PROVIDE AN EQUALIZING CHARGE TO THE BATTERIES. PROVIDE AN
ALARM CONTACT FOR ANNUNCIATION OF BATTERY CHARGER LOSS O� ' ITPUT. THE
BATTERIES SHALL BE MOUSED IN AN ACID-RESISTANT BOX. WHICH SHALL BE
MOUNTED ON THE ENGINE FRAME ADJACENT TO THE ENGINE. LOCATION OF THE
BATTERY HOUSING SHALL NOT INTERFERE WITH MAINTENANCE AND INSPECTION OF
THE ENGINE.
THE BATTERY CHARGER SHALL HAVE AN ENCLOSURE MOUNTED 120 VAC RECEPTACLE
FOR LINE CHARGING WHEN THE ENGINE GENERATOR SET IS STORED. THE
RECEPTACLE SHALL BE LABELED, "120 VAC".
4 . COOLING SYSTEM
THE COOLING SYSTEM SHALL CONSIST OF A FRAME-MOUNTED RADIATOR WITH
ENGINE WATER PUMP, FAN ASSEMBLY, AND FAN GUARD. RADIATOR CAPACITY
SHALL BE ADEQUATE USING ENGINE FAN COOLING TO MAINTAIN SAFE OPERATION
AT AN AMBIENT TEMPERATURE OF 105 DEGREES FAHRENHEIT.
AN ENGINE THERMOSTAT SHALL BE PROVIDED TO REGULATE ENGINE WATER
TEMPERATURE AS RECOMMENC-D BY THE MANUFACTURER. INCLUDED IN THE
COOLING LOOP SHALL BE A HIGH-COOLANT TEMPERATURE DEVICE TO SHUT DOWN
THE ENGINE THROUGH THE ENGINE CONTROL PANEL WHEN THE ENGINE TEMPERATURE
IS EXCESSIVE,
COOLING SYSTEM WATER HEATERS SUITABLE FOR OPERATION ON A 120-VOLT,
60-HZ CU?'tENT SHALL BE PROVIDED TO MAINTAIN ENGINE WATER TEMPERATURE AT
120 DEGREES FAHRENHEIT AT AN AMBIENT TEMPERATURE OF 50 DEGREES
11-2
a�
CITY OF RENTON EQUIPMENT
ENGINE GENERATOR SFT JULY, 1985
FAHRENHEIT. THE HEATERS SHALL BE THERMOSTATICALLY CONTROLLED KIM
JACKET HEATERS Ok APPROVED EQUAL. THE ENGINE COOLING SYSTEM SHALL BE
FILLED WITH A MIXTURE OF WATER., ANTI-FREEZE, AND CORROSION INHIBITOR TO
PROVIDE FREEZING PROTECTION AT AN AMBIENT TEMPERATURE OF -10 DEGREES
FAHRENHEIT. THE ENGINE HEATERS SHALL BE WIRED TO THE CONTROL
RECEPTACLE FOR LINE CONNECTION WHEN THE ENGINE GENERATOR SET IS STORED.
5. AIR CLEANERS
THE ENGINE SHALL BE PROVIDED WITH ONE OR MORE DRY TYPE AIR CLEANERS OF
SUFFICIENT CAPACITY TO EFFECTIVELY PROTECT THE WORKING
0 KING PARTS OF THE
ENGINE FROM DUST , GRIT, AND ASH.
6. GOVERNOR SYSTEM
ENGINE SPEED SHALL BE CONTROLLED BY EITHER A HYDRAULIC OR MECHANICAL
GOVERNOR PROVIDING NOT MORE THAN 5% REGULATION. THE THROTTLE SHALL BE
FITTED WITH AN AUTOMATIC SOFT START UNIT WHICH WILL THROTTLE THE ENGINE
FROM AN IDLE AT START TO FULL RPM WITHIN AN ADJUSTNBLE PERIOD OF TIME
(0-I MINUTE) . UNIT SHALL OPERATE ON CLOSURE OF CNGINE START CONTACTS.
A COOL DOWN PERIOD OF 3-10 MINUTES SHALL BE PROVIDED WITH THE ENGINE
AUTOMATICALLY RETURNING TO IDLE FOR COOL DOWN. AN OVFRSPEED TkIP SHALL
ALSO BE PROVIDED.
7. LUBRICATION
THE ENGINE SHALL HAVE A GEAR-TYPE LUBRICATING OIL PUMP FOR SUPPLYING
OIL UNDER PRESSURE TO MAIN BEARINGS, CRANK PIN BEARINGS, PISTONS,
PISTON PINS, TIMING GEARS, CAMSHAFT BEARINGS, AND VALVE ROCKER
MECHANISM.
AN EFFECTIVE LUBRICATING OIL FILTER SHALL BE PROVIDED AND SO LOCATED
AND CONNECTED THAT LUBRICATING OIL IS CONTINUOUSLY FILTERED AND
CLEANED.
FILTERS SHALL BE ACCESSIBLE, EASILY REMOVED AND CLEANED AND SHALL BE
EQUIPPED WITH A SPRING-LOADED BY-PASS VALVE AS AN INSURANCE AGAINST
STOPPAGE OF LUBRICATING OIL CIRCULATION IN EVENT THE FILTERS BECOME
CLOGGED.
THE ENGINE SHALL HAVE A SUITABLE LUBRICATING OIL COOLER , EITHER +
AIR-COOLED OR WATER-COOLED, AND PROVISION FOR DRAINING THE OIL BY
PIPING OR OTHER MEANS TO THE OUTSIDE OF THL ENGINE BASE.
THE ENGINE LUBRICATING SYSTEM SHALL BE EQUIPPED WITH A D°VICE TO SHUT
DOWN THE ENGINE THROUGii THE ENGINE CONTROL PANEL ON LOW OIL PRESSURE.
w
11-3
� I
CITY OF RENTON EQUIPMENT
ENGINE GENERATOR SET JULY, 1985
B. EXHAUST SYSTEM
THE MUFFLER SHALL BE RATED FOR CRITICAL SILENCING, AND SHALL BE
- FURNISHED WITH THE ENGINE. IT SHALL BE OF SUFFICIENT SIZE TO ENSURE
AGAINST LOSS OF POWER DUE TO EXCESSIVE BACK PRESSURE. ALL EXHAUST
PIPING SHALL BE STAINLESS STEEL. CONSTRUCT AS SHOWN ON 1HE PLANS FOR
QUICK DISCONNECT AT THE HIGHLANDS PUMP STATION.
9. FUEL SYSTEM
r
L. THE ENGINE SHALL OPERATE ON A COMMERCIAL GRADE OF DISTILLED NO. 2
DOMESTIC. BURNER OIL. DIESEL ENGINES REQUIRING A PREMIUM FUEL WILL NOT
r BE CONSIDERED.
L INJECTION PUMPS AND INJECTION VALVES SHALL BE 4, TYPE NOT REQUIRING
ADJUSTMENT IN SERVICE, AND SHALL BE CAPABLE OF QUICK REPLACEMENT BY
ORDINARY MECHANICS WITHOUT SPECIAL DIESEL EXPERIENCE.
FUE'_ INJECTION PUMPS SHALL BE POSITIVE ACTION. CONSTANT-STROKE PUMPS,
r ACTUATED BY A CAM DRIVEN GEARS FROM THE ENGINE CAMSHAFT.
V
FUEL LINES BETWEEN INJECTION PUMPS AND VALVES SHALL BE OF HEAVY
SEAMLESS TUBING, AND, TO ELIMINATE IRREGULARITY OF FUEL INJECTION,
SHALL BE OF THE SAME LENGTH FOR ALL CYLINDERS.
THE FUEL SYSTEM SHALL BE EQUIPPED WITH A RACOR TYPE FUEL FILTER HAVING
REPLACEABLE ELEMENTS WHICH MAY BE EASILY REMOVED FROM THEIR HOUSING FOR
REPLACEMENT WITHOUT BREAKING ANY FUEL LINE CONNECTIONS, OR DISTURBING
THE FUEL PUMPS OR ANY OTHER PART OF THE ENGINE. ALL FUEL FILTERS SHALL
BE CONVENIENTLY LOCATED IN ONE ACCESSIBLE HOUSING, AHEAD OF THE
INJECTION PUMPS SO THAT THE FUEL WILL HAVE BEEN THOROUGHLY FILTERED
BEFORE IT REACHES THE PUMP. NO SCREEN OR FILTER REQUIRING CLEANING OR
REPLACEMENT WILL BE USEO IN THE INJECTION PUMP OR INJECTION VALVE
ASSEMBLIES. PROVIDE WITH A FUEL FEED LINE SOLENOID THAT STOPS FUEL
FLOW WHEN THE ENGINE IS CALLED TO STOP.
PROVIDE WITH AN INTEGRAL 125 GALLON FUEL TANK MOUNTED BETWEEN THE
STRUCTURAL STEEL SKIDS FOR ENGINE FUEL SUPPLY. THE TANK SHALL BE
ESPECIALLY CONSTRUCTED FOR MOUNTING IN THIS LOCATION AND SHALL BE
DESIGNED TO WITHSTAND THE LOADS TRANSMITTED BY THE ENGINE AND DURING
INSTALLATION AND TRANSPORT. PROVIDE WITH A FUEL LEVEL GAUGE, LOW LFVEL
ALARM ANNUNCIATION DRAIN, LOCKABLE FILL PIPE, AND A VENT THAT 15 PIPED
OUTSIDE THE ENCLOSURE. THE TANK SHALL BE SLOPED TO THE ENGINE PICK-UP
TUBE 5% MIN.
THE FUEL FEED LINE SHALL BE VALVED Al THE ENGINE, BUT THE FUEL RETURN
LINE SHALL NOT BE VALVED. THE RETURN LINE SHALL BE MOUNTED IN THE TOP
OF THE TANK TO PREVENT FUEL SIPHON INTO THE ENGINE. ALL FUEL LINES
SHALL HAVE FLEXIBLE SECTIONS BETWEEN THE TANK AND THE ENGINE TO ABSORB
I VIBRATION.
L 11-4
t :
V
CITY OF RENTON EQUIPMENT
ENGINE GENERATOR SET JULY, 1985
THE FUEL STORAGE SYSTEM SHALL BE INSTALLED ACCORDING TO THE DIESEL
ENGINE MANUFACTURER'S RECOMMENDATIONS AND SHALL CONFORM TO THE NATIONAL
FIRE PROTECTION CODE AND UNIFORM BUILDING CODE.
DELIVER THE UNIT WITH A FULL FUEL TANK.
10. FINISHES
THE DIESEL ENGINE SET ENCLOSURE AND ACCESSORIES SHALL BE PRIMED AND
PAINTED IN CONFORMITY WITH THE MANUFACTURER'S STANDARD PRACTICE.
MANUFACTURER SHALL SHIP WITH THE UNIT ONE QUART OF TOUCH-UP PAINT FOR
EACH OF THE FINISHES.
11. TORSIONAL VIBRATION
THE COMPLETE ENGINE GENERATOR SET SHALL BE SO DESIGNED, CONSTRUCTED,
AND INSTALLED AS TO BE FREE FROM OBJECTIONABLE VIBRATION IN ANY MODE.
FREEDOM FROM TORSIONAL VIBRATION SHALL BE DEMONSTRATED DURING THE
FACTORY TEST PERFORMED ON THE SET PROVIDED, AND PROOF OF TORSIONAL
ACCEPTABILITY SHALL BE PROVIDED BY THE MANUFACTURER,
12. SPECIAL TOOLS
A SET OF SPECIALTY TOOLS NECESSARY FOR ROUTINE MAINTENANCE OF THE
EQUIPMENT, IF REQUIRED, SHALL BE FURNISHED. TOOLS SHALL BE LOCATED IN
A UNIT MOUNTED, LOCKABLE TOOL CHEST.
13, SPARE PARTS
THE FOLLOWING SPARE PARTS SHALL BE FURNISHED:
THREE (3) SETS OF FUEL FILTER ELEMENTS AND GASKETS
THREE (3) LUBRICATING OIL FILTER ELEMENTS AND GASKETS
ONE (1) AIR CLEANEk FILTER ELEMENT
TWO (2) COMPLETE SETS OF V-BELTS, INCLUDING FAN AND ALTERNATOR
DRIVE BELTS
ALL SPARE PARTS SHALL BE LOCATED IN A UNIT MOUNTED, LOCKABLE STORAGE
CHEST,
11-5
a«
r
CITY OF RENTON EQUIPMENT
ENGINE GEN'RATOI, SET JULY. 1985
2, CONTROL PANEL
i.
THE ENGINE CONTROL PANEL SHALL RE MOUNTED INSIDE THE WEATHERPROOF
ENCLOSURE, AND SHALL BE ACCESSIBLE BY OPENING A HINGED, LOCKABLE PANEL ON
THE EXTERIOR OF THE ENCLOSURE . THE CONTROL PANEL SHALL INCLUDE THE
�- FOLLOWING:
" 1. OIL PRESSURE GAUGE (PSI)
L 2. COOLANT TEMPERATURE. GAUGE (°F)
3. FUEL TANK LEVEL GAUGE (E TO F)
�. 4. TACHOMETER (RPM) --
5. OPERATING HOURMETER (MRS)
6. HOA SELECTOR SWITCH (M-O-A)
7. FREQUENCY METER (HERTZ)
B. VOLT METER (0-60OV)
9. AMMETER (0-400A)
C THE REMOTE START CONTACTS FROM THE AUTOMAYIC TRANSFER SWITCH AT THE
HIGHLANDS PUMP STATION SHALL BE CONNECTED TO THE PLUG-IN RECEPTACLE THA1
ALSO CONTAINS THE COMMON ALARM CONTACTS, THE RECEPTACLE SHALL BE LABELED,
"REMOTE CONTROL AND 120 VOLT POWER" .
�-- 3. ALARM SYSTEM
1.. A FAILURE ALARM SYSTEM SHALL BE PROVIDED THAT WILL OPEkATE A CONTROL PANEL
MOUNTED INDICATING LIGHT, A UNIT MOUNTED AUDIBLE ALARM, AND A SINGIF
(COMMON) ONTACT FOR REMOTE ALARM ANNUNCIATION. ANY ALARM CONDITI. . WILL
SHUT DOWN THE ENGINE.
1. OVER CRANK
2. OVER SPEED
3. HIGH COOLANT TEMPERATURE
4. LOW OIL PRESSURE
5. LOW FUEL
6. ENGINE FAIL TO START
7. OVER VOLTAGE
IN ADDITION TO THE ABOVE ALARMS THAT SHUT DOWN THE ENGINE, PROVIDE A
BATTERY CHARGER FAULT ALARM AND A SECOND LOW FUEL ALARM THAT ACTIVATES A
"LOW FUEL WARNING" ALARM ON THE ALARM PANEL, AND THE COMMON ALARM, BUT DOES
NOT SHUT DOWN THE ENGINE. THE "LOW FUEL WARNING" ALARM WILL BE ACTIVATED
WHEN 30 GALLONS OF FUEL RFtt11N IN THE TANK. ALL ALARMS SHALL BE COMMONED
TO A SINGLE FAULT CONTACT FOR REMOTE ALARM ANNUNCIATION,
y� THE ALARM PANEL SHALL HAVE A RESET PUSH BUTTON FOR ACKNOWLEDGING THE ALARM
CONDITIONS, AND LATCHING INDICATING LIGHTS FOR EACH ALARM POINT TO DISPLAY
L TO OPERATING PERSONNEL THE REASON FOR THE ENGINE SHUTDOWN. THE LIGHTS
v
SHALL BE LABELED AS SHOWN ABOVE. PROVIDE A LAMP TEST PUSHBUTTON.
}
i. 11-6
1
r
CITY OF RENTON EQUIDMENT
ENGINE GENERATOR SET JULY. 1985
PROVIDE AN INTERIOR ENCLOSURE MOUNTED RECEPTACLE THAT WILL ACCEPT A PLUG
FOR TRANSMITTING THE COMMON ALARM TO THE AUTOMATIC CONTROL SYSTEM AT THE
HIGHLANDS PUMP STATION. THE RECEPTACLE SHALL BE LABELED, "REMOTE CONTROL
AND 120 VOLT POWER" .
4_._ GENERATOR
1. ALTERNATOR
THE GENERATOR SHALL BE A REVOLVING FIELD, 4-POLE BRUSHLESS CONNECTION
TO THE ALTERNATOR. THE GENERATOR ROTOR SHALL HAVE BEEN DYNAMICALLY
BALANCED AND ALIGNED WITH THE ENGINE, AND CONNECTED TO THE ENGINE USING
A FLEXIBLE DISC COUPLING. THE GENERATOR SHALL MEET THE FOLLOWING
REQUIREMENTS:
STANDBY RATING 156 KVA
125 KW
VOLTAGE 480 VOLTS
PHASE 3-PHASE
FREQUENCY 60-HZ
INSULATION CLASS F
THE ALLOWABLE TEMPERATURE RISE IN THE GENERATOR SHALL NOT EXCEED 105
DEGREES CENTIGRADE OVER 40 DEGREES CENTIGRADE AMBIENT TEMPERATURE.
THE GENERATOR SHALL HA!JE A THREE-PHASE, FULL WAVE RECTIFIED EXCITER AND
BE SUITABLE FOR STARTING ONE 60-HORSEPOWER MOTOR AND TWO 40-HORSEPOWER
MOTORS WHILE MEETING A HEATING AND LIGHTING LOAD OF 15 KW. THE OUTPUT
WAVE FORM DEVIATION SHALL BE LESS THAN 0.6 LINE TO LINE AND LESS THAN
0.6 LINE TO NEUTRAL, PER NEMA MG1-22.42. THE TELEPHONE INFLUENCE
FACTOR SHALL BE LESS THAN 50 PER NEMA MG1-22.43.
2. VOLTAGG REGULATOR
THE ENGINE-GENERATOR UNIT SHALL HAVE A STEADY STATE VOLTAGE REGULATOR.
TRANSIENT VOLTAGE DIP SHALL NOT EXCEED 25 PEP'ENT OF RATED VOLTAGE WITH
A SUDDEN APPLICATION OF RATED LOAD, RECG.-RY TO RATED STEADY STATE I
CONDITIONS SHALL OCCUR WITHIN TWO SECONDS FOLLOWING THE LOAD CHARGE.
THE GENERATOR SHALL RE SUPPLIED WITH A VOLTAGE LEVEL CONTROL TO PROVIDE
AN ADJUSTABLE OUTPUT VOLTAGE OF PLUS OR MINUS 5 PERCENT. THE VOLTAGE
CONTROL DEVICE SHALL BE MOUNTED ON THE ENGINE CONTROL PANEL.
11-T
CITY OF RENTON EQUIPMENT
ENGINE GENERATOR SET JULY, 1985
3. SWITCHGEAR
THE GENERATOR SWITCHGEAR SHALL INCLUDE AN EXCITER CIRCU?T BREAKER WITH
MANUAL RESET, POWER ANU CONTROL TRANSFORMER, PRIMARY BREAKER,
TRANSFORMER, FOUR CIRCUIT DISTR1BUTiON PANELS, AND A LINE CIRCUIT
BREAKER WITH MANUAL RESET. THE BREAKERS SHALL BE MOUNTED IN THE ENGINF
CONTROL PANEL. GENERATOR INSTRUMENTATION SHALL INCLUDE A PANEL-TYPE
AMMETER WITH PHASE SELECTOP SWITCH, A PANEL-TYPE VOLTMETER WITH
SELECTOR SWITCH, AND FREQLFNCY METER MOUNTED ON THE ENGINE CONTROL
PANEL.
r-
` 5. TRANSFER SWITCH
t THE TRANSFER SWITCH SHALL BE A STANDARD PRODUCT, APPROVED FOR THE PURPOSE,
IN CONFORMITY WITH UL STANDARD 1008, AND SHALL CONTAIN ALL THE LOGICS FOR
AUTOMATIC OPERATION, INCLUDING A SEVEN F.AY TIMER SWITCH FOR ONCE-A-WEEK
EXERCISING OF THE SET.
TRANSFER AND RETRANSFER TO NORMAL SOURCE SHALL BE AUTOMATIC. AUTOMATIC
TRANSFER SWITCHES SHALL BE ELECTRICALLY OPERATED, ME!.HANICALLY HELD AND
SUPPLIED WITH POSITIVE MECHANICAL INTERLOCKING. THE MAIN CONTACTS SHALL PE
EQUIPPED WITH A SAFE MANUAL OVERRIDE CAPABILITY. UL 1008 LISTED MEETING
TABLES 21 .1, 23.1, 23.2. MANUFACTURER: ASCO, ONAN, RUSSELF' TPIC, KOHLER.,
WESTINGHOUSE.
TRANSFER SWITCH SHALL HAVE VOLTAGE, AMPERAGE AND AMPERE WITHSTAND RATINGS
AS SHOWN ON THE DkAWINGS.
TRANSFER SWITCHES USED Tr1 TRANSFER FROM NORMAL TO EMERGENCY POWER SHALL BE
APPROVED FOR EMERGENCY SEkv10E, FULL CONTINUOUS AMPERE RATED (NO DERATING)
WITH MAKE RATING AT 20 TIMES AND BREAK RATING AT SIX TIMES FULL LOAD
CURRENT RATING. PROVIDE FOUR POLE DEVICES FOR SWITCHING OF NEUTRAL IN
ADDITION TO PHASE CONDUCTORS WHEN GENERATOR NEUTRAL IS GROUNDED AT THE
GENERATOR, OR AS SHOWN ON THE DRAWINGS.
THE TRANSFER SWITCH SHALL HAVE A MINIMUM CONTINUOUS RATING EXCEEDING THAT
OF THE SERVICE WHICH IS 300 AMPS AT 480 VOLTS, 60 HERTZ.
THE TRANSFER SWITCH SHALL HAVE THE FOLLOWING STANDARD AND/OR ACCESSO0
EQUIPMENT:
1. MINIMUM RUN TIMER, 10 MINUTES SUBSEQUENT TL EACH START.
2. TRANSFER. ADJUSTABLE RIDE THROUGH FEATURr OF APPROXIMATELY 0-10
SECONDS FOR START OF ENGINE GENERATOR AND TRANSFER ON MOMENTARY
LOSS OF NORMAL SOURCE. SET AT ONE SECOND. INCLUDES TWO AUXILIARY
CONTACTS, 1 N.O. AND 1 N.C. FOR USE FOR ENGINE START SIGNAL.
3. RETRANSFER. ADJUSTABLE TIME DELAY (WITH EMERGENCY FAILURE BY-PASS)
OF 0-30 MINUTES FOR RETRANSFER TO NORMAL. SET AT 15 MINUTES.
11-8
CITY OF RENTON EQUIPMENT
ENGINE GENERATOR SET JULY, 1985
4. GENERATOR CONDITION. VM TAGE AND FREQUENCY SENSITIVE LOCKOUT
RELAY. PREVENTS TRANSFER JNTIL VOLTAGE AND FREQUENCY OF GENERATOR
HAVE REACHED PRESET I,ATING. SET AT 95 PERCENT.
5. "TIME DELAY NEUTRAL". PRUVIDF TIME DELAY WITH TRANSFER SWITCH IN
NEUTRAL POSITION AND LOAD DISCONNECTED FROM EITHER SOURCE,
ADJUSTABLE .2-` SECONDS, TO PREVENT TRANSFER BETWCEN SOURCES WHEN
SOURCES ARE SIGNIFICANTLY OUT OF PHASE. SET PER ENGINEER' S
INSTRUCTIONS.
6. PHASE REVERSAL RELAY, SENSING RELAY TO PREVENT TRANSFER TO NEW
SOURCE WHEN PHASES ARE REVERSED FORM DESIGNED PHASING.
7. EXERCISER CLOCK. SHALT _-ET THE PAY , TIME AND DURATION OF THE
GENERATOR EXERCISE PER;91' AND INCLUDE A WITH/WITHOUT LOAD SELECTOR
SWITCH.
B. SIGNALS. TWO PILOT LIGHTS FOR INDICATING TRANSFER POSITION. WHITE
- NORMAL, YELLOW - LAERGENCY AT TRANSFER SWITCH. AUXILIARY
CONTACTS FOR REMOTE PILOT LIGHTS.
9. TWO AUXILIARY SETS OF CONTACTS TO BE CLOSED IN NORMAL POSITION AND
OPEN IN EMERGENCY POSITION.
10. ''AUTO-OFF-TEST" SWITCH IN COVER. (TEST SWITCH TO SIMULATE POWER
FAILURE.)
11. FULL THREE PHASE VOLTAGE FAILURE WITH ADJUSTABLE DROPOUT AND PICKUP
AT 85 PERCENT DROPOUT, 92 PERCENT PICKUP,
ALL THE ABOVE REQUIREMENTS SHALL BE EITHER STANDARD, OR STANDARD OPTIONS
WITH THE TRANSFER SWITCH MANUFACTURER. THE TRANSFER SWITCH SHALL BE
PROVIDED IN A NEMA 3R ENCLOSURE FOR "REMOTE" MOUNTING FROM THE ENGINE
GENERATOR SET. ALL INTERWIRING TO THE SET AS WELL AS OTHER EXTERNAL WIRING
FOR CONTROLS SHALL BE WIRED TO TERMINAL BLOCKS.
6. TRAILER AND ENCLOSURE
1. GENERAL
THE ENGINE GENERATOR UNIT SHALL BE FACTORY ASSEMBLED AND ALIGNED ON A
STRUCTURAL STEEL FRAME AND TRAILER. THE ASSEMBLY SHALL BE CONSTRUCTED
SO AS TO ENSURE PROPER ALIGNMENT OF ALL ROTATING PARTS, AND TO PREVENT
VIBRATION BUILD-UP. THE ENCLOSURE SHALL COMPLETEL" ENCLOSE ALL ENGINE
GENERATOR COMPONENTS AND APPURTENANCES AND SHALL BE DESIGNED FOR
EXTERIOR STORAGE AND OPERATION. THE TRAILER SHALL COMPLY WITH ALL
WSOOT REQUIREMENTS.
Mr
11-9
30
CITY OF RENTON EQUIPMENT
ENGINE GENERATOR SET JULY, 1985
2. RATING
THE TRAILER SHALL BE RATED FOR 7,000 POUNDS GROSS CAPACITY MINIMUM.
3. FRAME
r. THE FRAME SHALL BE ALL WELDED, ALL STEEL ANGLE AND CHANNEL CONSTRUCTION
WITH A SOLID HEAVY GAUGE BED PLATE. THE PLATE SHALL BE DRILLED TO
ACCEPT THE OIL DRAIN HOSE FROM THE OIL PAN OF THE ENGINE. THE FRAME
"^ SHALL HAVE A V-TYPE TONGUE WITH A 2-112 INCH LUNNETTE EYE TOWING RING,
L, AND TANDEM AXLES THAT ARE MOUNTED TO THE FRAME WITH ELLIPTICAL SPRINGS
II �
AND SHOCK ABSORBERS.
4. WHEELS AND TIRES
( THE TRAILER SHALL RE EQUIPPED WITH TANDEM AXLES, EACH USING STEEL
WHEELS AND 8.00 X 14.5 , 12 PLY TIRES. PROVIDE THE UNIT WITH ONE
INTEGRALLY MOUNTED SPARE TIRE AND WHEEL ASSEMBLY. AXLES SHALL BE
INDUSTRIAL QUALITY TYPE WITH DOUBLE ROW, TAPERED ROLLER BEARINGS (MOTOR
HOME AXLES WILL NOT BE ACCEPTED) .
S. CONNECTOR
e THE CONNECTOR SHALL BE AS REQUIRED TO CONNECT TO EXISTING CITY
VEHICLES.
6. WEATHERPROOF ENCLOSURE
THE WEATHERPROOF ENCLOSURE SHALL BE OF 14 GAUGE FORMED STEEL,
ESPECIALLY CONSTRUCTED FOR THE ENGINE AND TRAILER COMBINATION PROVIDED.
THE ENCLOSURE SHALL BE EQUIPPED WITH FIXED OPEN AIR INTAKE AND EXHAUST
LOUVERS FOR OPERATION AT RATED CAPACITY WITH ALL OF THE DOORS CLOSED.
THE LOUVERS SHALL BE BAFFLED TO PREVENT RAIN FROM ENTERING THE
ENCLOSURE AT HIGHWAY SPEEDS. ALL DOORS AND LOUVERS SHALL BE PIANO
HINGED AND HAVE KEY LOCKING LATCHES, THE DOORS COVERING THE CONTROL
AND ALARM PANEL SHALL BE GASKETED TO PROVIDE A NEMA 12 RATING FOR THE
ENCLOSURE CONTAINING THE ALARM AND CONTROL EQUIPMENT. ALL ENGINE
GENERATOR COMPONENTS SHALL BE EASILY ACCESSIBLE FOR INSPECTION OR
SERVICE WITH THE DOORS REMOVED. THE MUFFLER SHALL BE EXTERIOR MOUNTED.
FUEL FILLER CAP AND VENT SHALL BE EXTERIOR MOUNTED.
7. LICENSE
t
DELIVER THE TRAILER WITH A CURRENT WASHINGTON STATE VEHICLE LICENSE,
REGISTERED IN THE CITY'S NAME.
1
11-10
CITY OF RENTON EQUIPMENT
ENGINE GENERATOR SET JULY, 19"15
8, FINISHES
THE TRAILER SHALL RE FINISHED WITH TWO COATS OF ENAMEL OVER A PRIMED
BASF, COLOR TO MATCH THE ENGINE GENERATOR SET.
9. ACCESSORIES
f'JRNISH WITH THE FOLLOWING ACCESSORIES:
FRON" RETRACTABLE DEADSTAND (WITH SWIVEL WHEEL)
LICENSE PLATE HOLDER
FENDERS
BUMPER)
HUB CAPS
TWO SAFETY CHAINS WITH GRAB HOOKS
ICC EQUIPMENT (12 VOLT ELECTRIC BRAKES - ONE AXLE ONLY, SIDE AND
REAR REFLECTORS, STOP,IURN/TAIL/LICENSE LIGHTS)
CABLE STORAGE CABINET WITH LOCKING COVEk TO STORE 25 FEET OF CABLE
WITH THE PLUG ASSEMBLY
SPARE WHEEL, TIRE AND CknRIER
DOUBLE REAR LOAD LEVELING JACKS
UNIT MOUNTED FLOOD LIGHT (SWITCHED)
ENCLOSURE CONTROL PANEL LIGHT (SWITCHED)
ACCESSORIES SHALL BE THE MANUFACTURER'S STAN"�RD, SUBJECT TO APPROVAL
OF THE CITY.
M'
11-11 b
CITY OF RENTON METAL FABRICATED BUILDINC
ENGINE GENERATOR SET JULY, 1985
5.0
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„ METAL FABRICATED BUILDING
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1. GENERAL
THE SCOPE OF WORK FOR THIS SECTION CONSISTS OF THE DESIGN, MATERIALS, AND
FABRICATION OF A PREFABRICATED METAL BUILDING SYSTEM COMPLETE WITH ALL
APPURTENANCES INCLUDING DOORS, AND OPENINGS FOR COOLING AND EXHAUST
SYSTEMS. THE BUILDING SHALL BE OF WEATHERTIGHT CONSTRUCTION, EAS?LY
ERECTED, AND SUITABLE FOR ITS INTENDED USE. THE METAL FABRICATED BUILDING
SHALL BE A SOULE INDUSTRIES, TACHTE BUILDING SYSTEMS, STAk BUILDING, OR
APPROVED EQUAL. APPROVALS SHALL BE OBTAINED PRIOR TO BID OPENING AND ALL
COSTS RESULTING FROM MODIFICATIONS TO THE DESIGN PLANS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
THE MATERIALS FURNISHED SHALL INCLUDE THE STRUCTURAL FRAMING, ROOF PANELS,
WAIL PANELS, BRACING, FASTENERS, SEALANTS, AND ALL COMPONENTS FOP THE
METAL BUILDING PROPER. ALL MATERIALS WILL BE NEW, UNUSED AND FABRICATED IN
A WORKMANLIKE MANNER.
THE CONTRACTORS BID SHALL BE RESPONSIBLE FOR SUBMITTING DETAILED SHOP
DRAWINGS FOR "HE STRUCTURAL DESIGN OF THE BUILDING. SUBMISSION AND
+» APPROVAL SHALL BE IN ACCORDANCE WITH SECTION 1 OF THESE TECHNICAL
SPECIFICATIONS. THE SHOP DRAW:NGS SHALL ShOW ALL PERTINENT FEATURES,
INCLUDING: DOORS, VENTILATOR OPENINGS, ROOF AND WALL PANEL DESIGN, FLASHING
AND TRIM DETAILS AND FRAMING DETAILS.
2. DESIGN
THE BUILDING DESIGN SHALL COMPLY 'WITH STATE AND NATIONAL UNIFORM BUILDING
CODES FOR METAL BUILDINGS. THE BUILDING SHALL BE DESIGNED IN ACCORDANCE
WITH THE APPLICABLE PROVISIONS OF THE AISC "SPECIFICATIONS -OR THE DESIGN,
FABRICATION AND ERECTION OF STEEL BUILDINGS". ALL COLD FORMED LIGHT GAGE
STEEL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ThF AISI "SPECIFICATIONS
FOR THE DESIGN OF LIGHT GAGE COLD FORMED STRUCTURAL STEEL MEMBERS" . ALL
*" DESIGN LOADS SHALL MEET OR EXCEED UBC AND CITY OF RENTON REQUIREMENTS.
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CITY OF RENTON
ENGINE GENERATOR SET JULY, 1985
12.0
NOT USED THIS SPECIFICATION
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CITY OF RENTON
ENGINE GENERATOR SET JULY, 1985
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CITY OF RENTON
ENGINE GENERATOR SET JULY, 1985
14.0
NOT USED Th:S SPECIFICATION
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CITY OF RENTON ELECTRICAL
ENGINE GENERATOR SET JULY, 1485
16.0
ELECTRICAL
1. SCOPE
MATERIAL AND EQUIPMENT DESCRIBED IN THE FOLLOWING SHALL BE USED ON THIS
PROJECT. ITEMS NOT COVERED SHALL BE PURPOSE MADE FOR THEIR PARTICULAR
APPLICATION.
2. LOCAL CONDITION
THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORK, AS WELL
AS THE LOCAL CONDITION UNDER WHICH THE WORK IS TO BE PERFORMED. TO THE
EXTENT POSSIBLE, HE SHALL ASCERTAIN ALL FACTORS WHICH WILL AFFECT HIS
OPERATION AND SUCCESSFUL COMPLETION OF THE wORK WITHIN THE SPECIFIED TIME,
3. PERMITS AND INSPECTIONS
ALL PERMITS, LICENSES, FEES, INSPECTIONS, APPROVALS, AND OTHER ARRANGEMENTS
NECESSARY TO PFRFORM THE ELECTRICAL WORK SHALL BE OBTAINED BY THE
CONTRAC'fCR. ALL COST OF SUCH ARRANGEMENTS SHALL BE INCLUDED IN THE BID.
4. MINOR DEVIATIONS
ELECTRICAL PLANS ARE DIAGRAMMATIC IN NATURE AND LOCATION OF DEVICES,
FIXTURES, AND EQUIPMENT IS APPROXIMATE UNLESS DIMENSIONED. ON THE BASIS OF
THIS, THE RIGHT IS RESERVED TO PROVIDE FOR MINOR ADJUSTMENTS AND DEVIATIONS
FROM THE APPARENT LOCATIONS SHOWN ON THE DRAWING WITHOUT ANY EXTRA COST,
PROVIDING THIS IS DONE PRIOR TO ROUGH-IN. DEVIATIONS FPOM THE FLANS AND/OR
SPECIFICATIONS REQUIRED BY CODE SHALL ALSO BE DONE, SUBSEQUENT TO THE
ARCHITECT'S APPROVAL, WITHOUT ANY EXTRA COST TO THE OWNER.
5. TEMPORARY LIGHT ANO POWER
ADEQUATE SERVICES FOR TEMPORARY LIGHT AND POWER MUST BE PROVIDED. THE
CONTRACTOR MUST VERIFY THE NEED IN TERMS OF CAPACITY AND CHARACTERISTICS
(RATING, SINGLE, OR THREE-PHASE) AS REQUIRED FOR THE CONSTRUCTION, AND
INCLUDE THE COST OF FURNISHING BOTH THE INSTALLATION AND THE POWER USAGE IN
HIS BID.
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CITY JF RENTON ELECTRICAL
CENGINE GENERATOR SET JULY. 1985
• 6. SHOP DRAWINGS
C
THE CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP DRAWINGS, CATALOG CUTS,
DIAGRAMMATIC DRAWINGS, AND ELEMENTARY CONTROL DIAGRAMS FOR EQUIPMENT AND
FOR "SYSTEMS" AS THEY RELATE TO THIS PROJECT, SPECIFICALLY FOR THE
FOLLOWING ITEMS AND IF REQUESTED BY THE ENGINEER, FOR ANY ADDITIONAL ITEM
OR ITEMS DEEMED NECESSARY:
1 . SERVICE ENTRANCE EQUIPMENT
2. PANELBOARDS
3. SAFETY SWITCHES
4. MOTOR STARTING EQUIPMENT AND CONTROLS
5. CONTACTORS AND RELAYS
C6. LIGHTING FIXTURES
7. WIRING DEVICES
7. DISCONNECTS
DISCONNECTS OF PROPER RATING SHALL BE PROVIDED IN ALL CASES WHERE SHOWN AND
ADDITIONAL DISCONNECTS SHALL BE PROVIDED IF REQUIRED BY CODE. ENCLOSURES
r+ SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE THEY ARE INSTALLED.
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8. OVERCURRENT DEVICES
OVERCURRENT DEVICES, BEING FUSED DISCONNECTS OR MOLDED CASE CIRCUIT
BREAKERS, SHALL BE AS SHOWN ON THE PLANS. A SPARE SET OF FUSES SHALL BE
PROVIDED IN A!_L CASES WHERE FUSIBLE SWITCHES ARE EMPLOYED. DEVICES SHALL
�. HAVE RATINGS AS SHOWN, EXCEPT WHERE CHANGES IN REQUIREMENT MAKES IT
NECESSARY TO PROVIDE RATINGS BETTER SUITED FOR THE LOAD. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CHECKING THE RATINGS OF MOTOR OVERLOAD ELEMENTS
.. FOR PROPER SIZE.
9. CONDUIT AND FITTINGS
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RIGID OR INTERMEDIATE GALVANIZED CONDUIT SHALL BE USED THROUGHOUT, EXCEPT
IN AREAS WHERE OTHER MATERIAL MAY BE USED AS INDICATED BELOW:
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1 . EMT MAY BE USED INSIDE THE BUILDING APOVE GRADE AND WHERE NOT
SUBJECTED TO PHYSICAL DAMAGE AND CORROSIV ATMOSPHERE.
2. FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTION TO MOTORS AND
VIBRATING EQUIPMENT. JACKETED FLEX WITH THREADED FITTINGS SHALL BE
USED OUTSIDE AND IN WET AND CORROSIVE ATMOSPHERE.
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CITY OF RENTON ELECTRICAL
ENGINE GENERATOR SET JULY, 1985
3. PVC SCHEDULE 40 CONDUIT MAY BE USED OUTSIDE IN CONTACT WITH EARTH,
PROVIDING AN EXTRA GROUNDING CONDUCTOR OF PROPER SIZE IS ADDED.
HOWEVER, RIGID CONDUIT SHALL RE STUBBED OUT FROM BUILDING AND OTHER
STRUCTURES TO A MINIMUM OF 5 FEET.
4. RIGID GALVANI7ED CONDUIT INSTALLED IN EARTH SHALL BE COATED WITH
BITUMINOUS ASPHALT SUBSEQUENT TO ASSEMB+.Y.
5. ALUMINUM CONDUIT SHALL NOT BE USED ON THIS PROJECT.
6. USE THREADED FITTINGS FOR ALL RIGID AND INTERMEDIATE CONDUIT. USE
THREADED DRIVE ON, CONCRETE TIGHT FITTINGS FOR EMT.
10. OUTLET AND JUNCTION BOXES
USE CAST BOXES WITH THREADED HUBS FOR ALL RIGID ANU INTERMEDIATE CONDUIT.
USE PRESSED STEEL BOXES FOR EMT. ALL BOXES SHALL BE OF PROPER SIZE TO
ACCOMMODATE DEVICES, CONNECTORS, AND NUMBER OF WIRES PRESENT IN THE BOX.
11. WIRE AND CABLES
ONLY COPPER WIRES SHALL BE USED. NO. B AWG AND LARGER CONDUCTORS SHALL
HAVE TRW COVERING. NO. 10 AWG AND SMALLER SIZES SHALL HAVE THHN COVERING.
USE NO LESS THAN NO. 12 WIRING FOR ANY CIRCUIT, EXCEPT THAT NO. 14 MAY BE
USED FOR CONTROL WIRING.
12. WIRING DEVICES
SPECIFICATION GRADE DEVICES SHALL BE USED THROUGHOUT THE PROJECT. SPECIAL
DEVICES SHALL BE FURNISHED WHERE THE EQUIPMENT REQUIRES OTHER 1HAN STANDARD
DEVICES.
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13. GROUNDING
SERVICE AND EQUIPMENT GROUNDING SHALL BE PER ARTICLE 250 OF THE NATIONAL
ELECTRICAL CODE. THE CONTRACTOR SHALL VERIFY THAT A LOW RESISTANCE GROUND
PATH IS PROVIDED FOR ALL CIRCUITS SO THAT AN ACCIDENTAL CONTACT TO GROUND
OF ANY LIVE CONDUCTOR WILL INSTANTLY TRIP THE CIRCUIT.
14. SERVICE ENTRANCE EQUIPMENT
SERVICE ENTRANCE EQUIPMENT SHALL IN EVERY RESPECT AND AS A MINIMUM COMPLY
WITH ARTICLE 230 OF THE NATIONAL ELECTRICAL CODE. IT SHALL, TO THE EXTENT
POSSIBLE, BE A STANDARD DESIGN OF A NATIONALLY RECOGNIZED MANUFACTURER AND
BE VERIFIED BY THE MANUFACTURER AS SUITABLE FOR SERVICE ENTRANCE EQUIPMENT.
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CITY OF RENTON ELECTRICAL
ENGINE GENERATOR SET JULY, 1985
1.5. BRANCH CIRCUIT PANELROARD
THE BRANCH CIRCUIT PANELROARD SHALL HAVE RATING, NUMBER, AND TYPES OF
DEVICES AS SHOWN ON THE PLANS. THE PANELBOARD SHALL BE OF CURRENT
MANUFACTURE, SHALL BE UL APPRCVED, AND SO LABELED.
16. DRY TYPE TRANSFORMER
THE DRY TYPE TRANSFORMER SHALL RE A STANDARD , CATALOGUED ITEM BY A
NATIONALLY RECOGNIZED MANUFACTURER OF SUCH EQUIPMENT. ENCLOSURE, TERMINAL
COMPARTMENT , PROTECTIVE PAINTING, ETC . , SHALL BE COMPATIBLE WITH THE
ENVIRONMENT IN WHICH IT IS LOCATED. RATINGS SHALL BE AS SHOWN ON THE
j PLANS. FURNISH UNIT WITH STANDARD TAPS.
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17. LIGHTING FIXTURES
THE FIXTURES SHALL. BE A STANDARD, CATALOGUED ITEM GENERAL DESCRIPTION AS
CALLED FOR ON THE PLANS. ALL FIXTURES SHALL BE UL. APPROVED AND SO
LABELED. PROVIDE SUITABLE SUPPORTS AND MOUNTINGS.
16. GENERAL WORKMANSHIP
INSTALLATION OF THE VARIOUS COMPONENTS OF THE ELECTRICAL WORK SHALL FE
PERFORMED BY CRAFTSMEN EXPERIENCED IN COMMERCIAL AND INDUSTRIAL ELECTRICAL
INSTALLATIONS. CRAFTSMANSHIP AND METHODS OF INSTALLATION SHALL BE IN
CONFORMITY WITH NECA "STANDARDS OF INSTALLATIONS", WHICH IS HEREBY MADE
PART OF THESE SPECIFICATIONS.
19. CUTTING, PATCHING AND PIERCING
1. OBTAIN WRITTEN PERMISS'ON OF THE ENGINEER BEFORE CUTTING OR
PIERCING STRUCTURAL MEM!< 'S.
2. USE CRAFTSMEN SKILLFD IN THEIR RESPECTIVE TRADES FAR rOTTING,
FITTING, REPAIRING, PATCHING OF PLASTER, AND FINISHING OF
MATERIALS, INCLUDING CARPENTRY WORK, METAL WORK, OR CONCRETE WORK
REQUIRED FOR THIS WORK. DO NOT WEAKEN WALLS, PARTITIONS, OR FLOORS
WITH CUTTING. HOLES REQUIRED TO BE CUT IN FLOORS MUST BE DRILLED
WITHOUT EXCESSIVE BREAKING OUT AROUND THE HOLES.
3, SLEEVES THROUGH FLOORS AND WALLS TO BE STEEL PIPE, FLUSH WITH
WALLS, CEILINGS OR FINISHED FLOORS, SIZED TO ACCOMMODATE THE
RACEWAY.
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4. USE CARE IN PIERCING AND WATERPROOFING. AFTER PIERCING AND, THE
WATERPROOFING HAS BEEN SET IN PLACE, SEAL OPENING, AND MAKE
ABSOLUTELY WATERTIGHT.
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CITY OF RENTON ELECTRICAL
ENGINE GENERATOR SET JULY, 1985
20. WEATHER PROTECTION
SEAL EQUIPMENT OR COMPONENTS EXPOSED TO WEATHER AND MAKE WATERTIGHT AND
INSECT-PROOF. PROTECT EQUIPMENT OUTLETS AND CONDUIT OPENINGS WITH
TEMPORARY PLUGS OR CAPS AT ALL TIMES THAT WORK IS NOT 1N PROGRESS.
21. IDENTIFICATION OF EQUIPMENT
PROVIDE A NAME TAG FOR EACH PIECE OF EQUIPMENT AND FOR EACH CIRCUIT AND/OR
CONTROL DEVICE ASSOCIATED WITH THE EQUIPMENT. NAME PLATES SHALL BE
PHENOLIC ENGRAVED AND SHALL CLEARLY IDENTIFY THE ASSOCIATED COMPONENT.
COLOR SHALL BE BLACK BACKGROUND WITH WHITE LETTERS. TAGS SHALL BE SECURELY
ATTACHED.
22. ACCESS TO EQUIPMENT
LOCATE STARTERS, SWITCHES, PULLBOXES, AND SIMILAR ITEMS TO PR(`VIDE BEST
POSSIBLE ACCESS FOR OPERATION, MAINTENANCE, AND REPAIR.
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23. PROTECTIVE FINISHES
1 . PREPARE ALL EXPOSED FITTINGS, BOXES, SUPPORTS, PANELBOAF )S, ETC.,
FOR PAINTING BY REMOVING ALL OIL, GREASE, AND DIRT.
2. TAKE CARE NOT TO SCRA7..H OR DEFACE FACTORY FINISH ON ELECTRICAL
APPARATUS AND DEVICES.
3. EXPOSED CONDUIT INSTALLED SUBSEQUENT TO ROOM FINISH SHALL BE
PAINTED TO MATCH.
4. PROVIDE HOT-DIP GALVANIZED COMPONENTS FOR FERROUS MATERIAL': EXPOSED
TO THE WEATHER.
5. PROVIDE BITUMINOUS ASPHALTI: COATING FOR ALL FERROUS CONDUIT
INSTALLED DIRECTLY IN EARTH. AP!'-Y TWO (2 ) COATS AFTER COMPLETELY
ASSEMBLED.
6. CONDUIT WITH FACTORY-APPLIED PROTECTIVE COATING MAY BE CONSIDERED
IN LIEU OF ASPHALT, PROVIDING SUITABLE TOUCH-UP MATERIALS .ARE USED w
FOR FINAL SEALING OF COUPLINGS AND INJURIES TO THE FACTORY-APPLIEO
COAT.
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24. TESTING
1. TEST ALL CIRCUITS FOR CONTINUITY, FREEDOM FROM GROUND, AND PROPER
OPERATION DURING PROGRESS OF WORK.
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CITY OF RENTON ELECTRICAL
ENGINF GENERATOR SET JULY, 1985
2. TEST ALL SYSTEMS AS THEY ARE COMPLETED AS PER REQUIREMENTS.
3. CONDUCT SPECIAL TESTS AS REQUIRED FOR SERVICE AND/OR SYSTEM GROUND.
4. TEST PUMP MOTOR TO VERIFY THAT AN OVERLOAD CONDIIIGN DOES NOT
EXIST.
2F , CLEAN-UP AND C"ISSIONING
1 . THROUGHOUT THE WORK, THE CONTRACTOR SHALL KEEP THE WORK AREA
REASONABLY NEAT AND ORDERLY BY PERIODIC CLEAN-UPS AS REQUIRED.
2. AS PART OF THE 14STALLATION BECOMES READY FOR USE, THE SEGMENTS
SHALL ?E COMMISSIONED AND JSED FOR CONVENIENCE DURING CONSTRUCTION.
26. FINAL TEST
1 . FINAL TEST SHALL BE CONDUCTED IN TH, PRESENCE OF THE OWNER AND/OR
HIS AUTHORIZED REPRESENTATIVE.
2. PRIOR TO THE TEST, THE CONTRACTOR SHALL HAVE SATISFIED HIMSELF THAT
THE PROJECT AREA IS PROPERLY CLEANED UP, ALL PATCHING AND PAINTING
DEEMED NECESSARY PROPERLY DONE, AND ALL SYSTEMS, EQUIPMENT, AND
CONTROLS ARE FUNCTIONING AS INTENDED.
3. THE CONTRACTOR SHALL R'ON All TESTS AND FURNISH ALL TESTING
INSTRUMENTS REQUIRED TO DEMGNSTRATE SATISFACTORY OPERATION OF
SYSTEMS, EQUIPMENT, AND CONTROLS.
27. CORRECTIONS
1. AFIER THE CONCLUSION OF THE FINAL TEST, THE CONTRACTOR WILL RECEIVE
A WRITTEN NOTICE REQUIRING REPLACEMENT, ADJLSTMENT, OR REPAIR OF l
SYSTEMS, EQUIPMENT, AND CONTROLS WHICH DO NCT MEET THE SPECIFIED
REQUIREMENTS.
2. INSPECTION AND RETESTING AS NECESSARY WILL BE REQUIRED SUBSEQUENT
TO THE CONTRACTOR'S NOTIFICATION THAT THE REQUESTED CORRECTIONS
HAVE BEEN MADE.
28. WARRANTY
UNLESS OTHERWISE STATED, THE WARRANTY STARTS ON THE DATE WRITTEN NOTICE IS
GIVEN THAT THE PROJECT IS COMPLETE AND ALL REQUIRED CORRECTIONS HAVE BEEN
MADE.
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CITY OF RENTON
ENGINE GENERATOR SET JULY, 1985
17.0
NOT USED THIS SPErIFICATION
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CITY OF RENTON MEASUREMENT AND PAYMENT
ENGINE GENERATOR SET JULY, 1985
18.0
MEASUREMENT AND PAYMENT
I. SCOPE OF WORT(
r IT IS THE INTENTION OF THESE SPECIFICATIONS THAT THE PERFORMANCE OF ALL
WORK UNDER THE BID FOR EACH ITEM SHALL RESULT IN THE COMPLETE CONSTRUCTION,
L IN PROPER OPERATING CONDITION, OF THE IMPROVEMENTS IDENTIFIED IN THESE
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WRITTEN SPECIFICATIONS AND THE ACCOMPANYING CONTRACT DOCUMENTS.
LL WORK AND MATERIAL NOT SPECIFICALLY LISTED IN THE PROPOSAL BUT REQUIRED
ACCORDING TO THE CONTRACT PLANS, SPECIFICATIONS, AND GENERAL PRACTICE SHALL
BE INCLUDED IN THE CONIRACTOR'S BID PRICE.
2. CID ITEM NO. 1
LTHE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING THE
TRAILER MOUNTED ENGINE-GENERATOR SET COMPLETE AS DETAILED ON THE PLANS AND
IN THE SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM.
FOR UNIFORMITY, ALL BIDDERS SHALL SUBMiT PRICES BASED ON A CATERPILLAR
BRAND ENGINE-GENERATOR SET, BIDDERS SHALL ALSO BE REQUIRED TO SUBMIT
ALTERNATE ADD OR DEDUCT PRICES FOR THE ENGINE-GENERATOR SETS LISTED IN THE
SCHEDULE OF PRICES IN THE SPACES PROVIDED.
3. CID ITEM NO. 2
THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL
ELECTRICAL WORK SHOWN ON THE PLANS AND SPECIFICATIONS, EXCLUSIVE OF THAT
REQUIRED TO OPERATE THE ENGINE-GENERATOR SET AS A STAND ALONE ITEM. (THIS
WORK WILL BE INCLUDED IN 810 ITEM NO. 1 .) PAYMENT SHALL BE LUMP SUM.
4. CID ITEM MO. 3
L THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF THE PRE-
FABRICATED METAL BUILDING AND SITE IMPROVEMENTS NECESSARY AT THE HIGHLANDS
PUMP STATION AS SHOWN ON THE PLANS AND IN THE SPECIFICATIONS. WORK
114CLUDES EXCAVATION, CLEARING, CONCRETE SLAB, BUILDING WITH ACCESSORIES,
CRUSHED ROCK SURFACING, AND ASPHALT PAVING. PAYMENT SHALL BE LUMP SUM.
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