HomeMy WebLinkAboutWTR2700489(7) W-489 WEST HILL RESERVUTR WTR--ll +
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Engineering
July 22, 1983
53098.14
CITY OF RENTON
200 Mill Avenue 5
Renton, WA 98055
Attn: Mr. Robert Bergstrom, Engineering Supervisor
Subject: Reservoir Graphics- West Hill
Dear Mr. Bergstrom:
Rick asked that I advise you of a recent discussion between himself
and Dr. Hal s
rvoir Graphics
Review CoommitteeincludeK two s suggested
employeesofhtheat tSch olhe eDistrict, namely,
himself and Mr. Bill Belriondo. He would also like to see Mr. Clark
Teegarden plus two additional people on the Committee. Rick would
like your tt.oughts in this regard as well as the name/names of the
individuals you have chosen to represent the City on this Committee.
Very truly yours,
RH2 ENGINEERING, P.S.
Terri Hooper pF
Administrative Assistant �F
�U( �`Fv
cc: Dr. H. Kloss
Mr. B. Belnando
b4
1410 Market Street,P.O.Box',180,Kirk,and,Washington 98033(208)82 7-6400
0 - MMM
WEST HILL TRANSMISS,.iN PIPELINE
rSERVOIR, AND BOOSTER STATION
COORDINATION CHECKLIST
CONTACT PERSON cTATUS
-------------------------------------------•------------------------_..-."---._.._-------------_------------
1. EASEMENTS
a. G A M Investments Request sent
b. Stanke Additior Requests sent to owners
C. S. 124th Street Requests sent to owners
d. Church Property Requests sent to owners
e. School District Completed
2. PERMITS
a. ring Co. POW (pipeline)
b. County Building (reservoir)
C. County Cond. Use Permit (reservoir) Karen Schaver 344-7970 Process of Completion
KC Building A Land Dev. Division
d. County Stormwat er Mgt. Permit (reservoir)
e. City Building Permit (booster station)
3. APPROVALS
a. DSHS (all projects)
b. City Fire Marshal (booster station)
Enigomeffing
April 5, 1983
91098.00
CITY 0P RENTON
200 Mill Avenue South
Renton, Washington 98055
"tendon: Mr. Robert B. Bergstrom, P.B.
Engineering Supervisor
Subject: Meat gill Project Budget
Dear 9r. Bergstrom:
As requested, a copy of the West gill Protect Budget that we* developed
for preparing the Grant Application for the State Department of Social
and Health Services an, also for negotiation with Water District No. 61
Is attache 'or your review. It is noted that an inconsistency exists
between r total project amount shown in the Contract with Water
District No. 63. Evidently, the pipeline length which was added in
order to reflect the total amount of construction resulted in a higher
cost for the construction and total project costs show for Phase 2, the
12" Dlamettr Transmission Pipelines. Please review these costs and
let's discuss them when it is convenient.
The costs provifed are to be used for budgeting purposes only end should
not be used for the ;irpose of negotiating an engineering fee with a
consulting firm. As ,you are aware, different approaches are used by
various consultants in accomplishing a particular phase of the project.
These approaches can be vastly different which can result in
significantly different engineering fees. The degree to which any
particula: element of the design or services tiring construction to
devvlo xd can vary greatly and also represents a reason for significant
differences in engineering fees.
I trust that the attached information 1a responsive to your request.
Please contact me at your earliest convenience if there Is any
additional information desired.
Sincerely,
RH2 ENGINEERING, P.S.
d.: a6- X/
Richard R. Herbert, P.R. -0K
Attachment
1410 Market Street,P.O.Box 1180,Kirkland,Washington 980331206)827-6400
KST HILL POMP STATION
PR06. ESS REPORT FOR JULT 1983
A descriptive summary of the progress on each of the three Nest mill
pro3ects fog which Rm2 Engineering is responsible is presented below:
I. Booster Pump Station
Specifications:
The legal and special provisions are now 100% complete. The
Technical Provisions are 50% complete, while an additional 30% are
written and need to be reviewed prior to word processing. We are
antic'pating completion of all the technical provisions excluding the
pgirt Pment listed in the automatic control section by the end of
August. The automatic control section can be completed when the City
h selected the confi w ration of the Telemetry and Supervisory
Control System.
Plans:
The structural and m^chanical 0 ans are essentially complete. The
site plan, piping plan, and landscape plan are currently being
revised due to the dec'sion to move the Pump Station location 1 feet
ea.,t. The title sheet, electrical, automatic control, and
miscellaneous details are currently being prepared.
I1. Transmtssion Pipeline
Specifications:
A draft set of specirications is complete and is currently in the
process of final in-house review.
Plans:
The field work for the pipeline alignment is complete and we are in
the process of completing the drafting of the plan and profile
sections of the alignment. A significant amount of work locating
existing interfering utilities has been accomplished. It is
anticipated that a final d-;ign and connection details will be
developed In the next three vcd,.
k�t'Ffyf�
tiV6
4n �J
��*oayrA,
111. keservoir Design
Aquisition of easements and acceptance of the preliminary site plan
by the School Board was accomplished on July '.4. We are now in the
Process of drafting the final site and grading plans for the final
review by the City and School Board, During this period our soils
subconsultant accomplished the field work necessary for coagleting
the Geotechnical Engineering Study on the reservoir foundation.
While waiting for the results of this study, additional work has been
performed for completion of a draft set of specifications, It is
estimated that the techincal specifications are 501 complete, while
the legal and special provisions are in finished draft form.
WEST BILL PROJECT BUDGET
ESTIMATED ESTM fED
PROJECT CONSTRUCTION ENGINEERING. PEES SERVICES DURING
PROJECT COST COST ESTIMATPD DESIGN PEES CONSTRUCTION
Phase I - 517,280 424,000 93,280 67,940 25,340
• 1.35 MG Reservoir
(W-489)
Phase 2A - 205,350 168,350 37.000 24,990 12.010
12- Diameter
Transmission
Pipeline
(W-716)
Phase 3 - 313,540 257,000 56,540 41,150 15,390
'r erer Pump
Station
(W-715)
Phase 29 266,570 218,500 48,070 35.000 13,070
WD 63 12- Die.
. Transaisslon
Pipeline (W-717)
Phase 5 245,220 201,000 44,220 32,190 12.030
Well 9
Cooatraction
(W-718)
TOTALS 1.547.960 1.268.950 279.110 201,270 77,540
OF Rt•
PUBLIC WORKS DEPARTMENT
y RICHARD C HOUGHTON • DIRECTOR
o j FN $ MU 'AL BUILDING 200 MILL AVE.SO, RENTON.WASH.90M
9 t
e 206 235 2569
�•FO SEetfM�
BARBARA Y. SHINPOCH
MAYOR
May 23, 1983
S1082.00 (10i23)
ARMSTRONG DRILLING
10715 66TM Avenue E.
Puyallup, Washington 98373
Subject: Notica to Proceed
Well A9 Development
Gentlemen:
This letter is your official Notice to Proceed with the work under the
above subject contract. Your contract with the City of Renton provides
under "Call for Bids" that the work under this contract shall be completed
within 120 days from the date of the Notice to Proceed. Therefore, the
date of completion of all work established in accordance with the above
provision is September 20, 1983.
If you have any questions or comments regarding this Notice or the
establishment of the date of completion, please advise.
Very truly yours,
CITY OF RENTON
•.� "al...11,?1....
Robert Bergstrom
Engineering Supervisor
cc: RN! Engineering, P.S.
CH2M •
NHILL
engineers
planners
economists
scientists
October 12, 1983
S17146.A1
Mr. Ron Olsen, Utilities Engineer
City of Renton
Municipal Building
200 Mill Avenue South
Renton, Washington 98055
Dear Ron:
We have performed minimal design work for Well No. 9. The
reasons are summer vacation, uncompleted well drilling,
unknown pump capacity, and telemetry room unknowns. Design
will start again this month. Our schedule is for completion
by February 1, 1984. This allows spring biddingicontract
and summer construction. Please let us know if this schedule
does not meet your expectations.
Sincerely,
i
J seph . Miller
roject Engineer
c lc:se5517C
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OCT 1 4 jq
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SWO,ORice
15(b 11Mh iv,nix 5 E gvl4vue.We hnFN,n 91I1101 2W4S3.
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OF R4�
A, ��
L; jfM z PUBLIC WORKS DEPARTMENT
RICHARD C.HOUGHTON i DIRECTOR
$' MUNICIPAL BUILDING 3DO MILL AVE SO. RENTON,WASH.96M
P° 206 235-2565
��jFO SEP1E�
BARBARA Y. SHINPOCH November 9, 1983
MAYOR
MEMORANDUM , tD_l
TO, Barbara Shinpoch, Mayor
FROM: Dick Houghton, Public Works Director
Barbara,
As part of our easement negotiations with the School District on
the Dimmitt site on West Hill, we asked that perhaps the school
district, namely the children at Dimmitt, be in charge of selec-
ting colors for painting the tank.
The school district is now setting up a committee and they would
like to have one of the City's Art Committee members on their
school committee. We would suggest Mr. Ron Ringwood and, with
your permission, would like to contact him regarding same.
RON (2-Nb:. =O ,'35S- A(otk
I(oB41 —124" SC.
PMP . .... .. .. . ........
'1s C ra C�0 wo— - cony o� `�cm llu a . h b4 -
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0. III14I3
August 22, 1984
5109&19
Mr, Ron Olsen
CITY OF RENTON
200 Mill Avenue 5
Renton, NA 98055
Re: Revised Dates for Vast 11111 AeseriaW 4tdideWConstruction
Dear Ron:
Pursuant to our recent telephone conversa'ions with you and the Department
of Social and Health Services, this letter will summarize the new dates
and schedules agreed upon.
Addendum No. 1 will delay the bid opening from August 22 until September 5,
1984, at 2:30 PM in the City's offices. The bidders will be reviewed until
September 11, 1984. The recommendation for award will be made on
September 12, 1984, with the recommendation submitted for review anJ
approval of the Utilities Committee on September 13. The recanmendatien
for award, if approved by the utilities Committee, will then be submitted
for Council action on September 17. If approved by the Council, the
contractor can be notified on September 19.
Based on comments received from potential contractors, this revised
bid opening and sche6le should allow each contractor sufficient time
to thoroughly prepare his bid, and Pfully, will result in lower
overall bids.
If you have questions regarding this schedule, please contact me.
Sincerely,
R4y,ENGINEERIN6, P.S.
ichard H. Harbert, P.E.
1410 Market Stree'.P.O.Box 1180,Kirkland,Washington 98033(206)82 7-6400
CITY OF RENTON CALL FOR BIDS
SEALED BIDS WILL RE RECEIVFO UNTIL 2:00 P.M., AUGUST 22, 1984, AT THE CITY
CERK'S OFFICE AND WILL BE OPENED AMD PUBLICLY READ IN THE 4TH FLOOR
CONFERENCE ROOM, RENTON MUNICIPAL RUILD14G, 200 "ILL AVENUE SOUTH.
THE WORK TO BE PERFORMED WITHIN 180 WORKING DAYS FROM THE DATE OF
COMMENCEMENT UNDER THIS CONTRACT SMALL INCLUDE BUT NOT BE LIMITED TO:
COMPLETE CONSTRUCTION OF A 1.4 MILLION GALLON STEEL RESERVOIR
INCLUDING ALL SITE WORK, FOUNDATIONS, PIPING, VALVES, STEEL
TANK AND APPURTENANCES. ELECTRICAL AND TELEMETRY SYSTEMS,
LANDSCAPING AND FINAL SITE RESTORATION.
THE CITY RESERVES THE RIGHT TO REJECT ANY AND/OR ALL BIDS AND TO WAIVE ANY
AN !OR ALL INFORMALITIES.
CONTRACT DOCUMENTS MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT OFFICE AT
THE RENTON MUNICIPAL BUILDING FOP A DEPOSIT OF S25.00 PER SET PLUS S2.50 TO
COVER POSTAGE, IF MAILED. THE DEPOSIT WILL BE REFUNDED UPON RETURN OF THE
CONTRACT DOCUMENTS IN GOOD CONDITION WITHIN TH1P'" DAYS AFTER BID OPENING.
THE MAILING CHARGE WILL NOT BE REFUNDED.
A CERTIFIED CHECK OR 810 BOND IN THE AMOUNT OF FIVE (5) PERCENT OF THE
TOTAL AMOUNT OF EACH BID MUST ACCOMPANY FACH RID.
THE CITY'S FAIR PRACIIC,ES AND W*-DISCRIM!NIATION POLICIES SHALL APPLY.
,l
r
�i�tfeC,� h y�LiC-Gw
ARILYN PETSRSON. DEPUTY ETTYTLIWK
Puhlf shed:
RECORD CHRONICLE: August 8 and IS, 1984
DAILY JOURNAL OF COMMERCE: August B and 15, 1984
CIT" OF RENTON
NOTICE OF POSTPONEMENT OF BID OPENING
Construction of 1.4 Million Gallon Steel Reservoir
Bid Opening Postponed iron Auqust 22 to September 5, 1944
Please change paragraph 1 of the attached notice of call for bids to
read as follows:
SEALED BIDS WILL BE RECEIVED UNTIL 2.30 P.M.,
SEPTEMBER 5, 1904, 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.
1
aM rilyn J. fePar en, eputy jerk
Published
Record Chronicle : August 24 and 31, 1904
Daily Journal of Cminerm August 24 and 31, 1984
O 0 - M
Z
041*400 Engeraeeri"
August 22, 1984
SW98,19 (10/30)
Ms• Peggy Jnhnson
Department of Social A He41th Services
Mail Stop tn_11
Olympia, Washington 98SO4
Subject: City of Renton
West Hill 1.4 MG Reservoir Project
near Peggy:
Pursuant to your August 17, 19R4, telephone conversation with Terri Hooper
Of our office, this letter will serve as our confirmation of your verbal
agreement to the subject contract time ,-.tension requested.
With the call for bids on this project set for August 22, 1984, we received
numerous calls from contractors who were concerned that they would have to
inflate their bids in order to prepare them en time due to inabilities to
reach subcontractors for firm quotes. We believed that both the City and
the Department of Social and Health Services would benefit by receiving
lower, more realistic bids if the bid date were delayed in order for the
contractors to have sufficient time to prepare their bids,
dosed on your conversation with Terri Hooper, we issued an addendum to
a 11 Ow, the contractors until September 5 for submittal of their bids. We
anticipate approval by the City Council and contract award by September 25.
and therefore, respectfully request that the start of work deadline be
extended to September 30. 1984 by your office. If you have questions
regarding this schedule o• concerns regarding the project timing, please do
not hesitate to contact
sincerely,
RH2 ENNGINNFFFFPTNNG, P.S.
Richard H. Harbert, R.F.
cc : Mr, Ron Olsen, City of Renton
1410 Market Street,P.O.Box 1180.Kirkland,Washington 98033(206)827.6400
K*IN SIfILMAPI n4:FN RAWGNanIX
`rraa,
Mail ill Ak'*f t,fl1N
DEPARTMENT Of SOCIAL Ate) HEALTH SERVICES
IRIy Nneh h,wev 81'e ♦ Is n* iln.lwyp,xr 40h"
August 28, 1404
Rx2 Englneering
1410 Market Street
Kirkland, Washington 98033
Scbject: city of Renton
West Mill 1.4 M. G. Reservoir
Water Project No. W489
Add-rdum No. I Plans 6 Specifications
King County
Gentlemen:
The receipt of the subject engineering documents is hereby acknowledged.
Regulations emtablishirA a schedule of free for review of the subject
documents were adopted on .Jute 29, 1983. A copy is attached fur your
Information.
An itemized bill and payment o,structlona will he sent to you with the
project approval letter.
If t7.are are any questions rvgardinK the review fee schedule, please cnl:
me at 464-7672.
Sincerely,r
61
Regional Engineer
Water Supply A Waste Section
ARB:la
Attachment:
CC: JRon Dlaen, City of Renton
eSs} ,
W'4$1
ImEnginetering
August 31, 1984
51098.18 (10/33)
Building and Land Development Division Main Office
Roan 450, King County Administration Building
RESIDENTIAL AMID COMMERCIAL BUILDING PERMITS
Seattle, MA 98104
Subject: Commercial Building Permit Application for the
City of Renton's 1.4 NG west Hill Reservoir
Dear Reviewer;
The City of Renton is applying for a commercial building permit for the
construction of 1.4 million gillon water reservoir. Enclosed are four
sets of plans and submittal information for your use in reviewing this
permit application. This information is presented in the order outlined by
the King County Development Assistance Bulletin No. 8, "Requirements for a
Commercial Building Permit", and is as follows:
Building Permit Information Sheet
Attachment 1: Final Declaration of Non-Significance
Attachment 2: Legal Description
Attachnent 3: Approved Conditional Use Permit
Attachment 4: Landscaping Cost Estimate
Attachment 5: Stotaiwater Drainage Calculations
Attachment 6: Structural Calculations and Soils Report
Permit Application sheet
Complete Set of Reservoir Drawings
The Contract for construction of this Project will be awarded the last of
September. At this time, the required information pertaining to the
contractor will be provided. Should you need further information or have
any questions, please do not hesitate to contact us.
Sincerely,
,Rc,H 1C2 ENGINEERING,, 1P.S,
J"V AII7/
Richard H. Harhert, P.E.
cc: W. Ron Olsen
1410 Market Street,P.O.Box 1180,Kirkland,Washington 9803312081827 6400
_ Crrr of Rzmmx 53L9
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•
s.d.,o..l.
'f -
ournal o Commerce
i E+hl11[Md IM/)
AS COLUMBIA AT S"TTIA WASH,
M 94
City of Renton
Office of City Clerk
200 Mill Ave. So.
Renton. We. 98055
Notice of Postponement of Bid
Openiag
9078-8
Reser-oir Construction
18 lines 1 1.00 peT line 18.00
p18 line3 @ 90c per line 16.20 '' $34.20
�Ftfb1"f�]f1Ed1�I��(�`tou% 1� 1984
,
CITY OF RENT ON CERTIFI.A�ION
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•
907 ' Affidavit of Publication
STATE O' WASHINGTON
KING COUNTY—SS.
The undecngned. on oath states that he is an
authuHasd representative of The Daily Journal of Commerce,
NJ PM%UN, a Caily 1011 aper, which newspaper is g legal newspaper
of Renard circa anon oral A is now and has been for more tn. than six menthe Prue to the date of publication hereinafter
Audusr a refered to. Published in the English language continuoualr
it, a daily newspaper in Seattle KinR County, WasMnRtau,
and it is now and during all of said time was printed in an
office maintained at the aforesaid place of publication of
this newspaper. The Daily Journal of Commerce was on the
"th day of Jwre, 1941, aPpinved OF legal newspaper by
the Superior Court of Ring County.
The notice in the exact fo•m annexed. was published in
regrlar iaxues of The Drily Journal of Commerce,which taco
regularly distributed to its s Amil»ry during the below
stated period. The annexed notIM, • .._... ..
.. ..
Notice of i'ost{lonemant of bid Opening
was publiabai on August 24, 31 1984
.__...._........................_................ ........._..._..... __.... .. .
8ubacnbed and sworn to ►data So an
August 31, /1984
swNM ii u�M OaMtgefw,
OF kF 41
z PUBLIC WORKS DEPARTMENT
~ _ DESIGNiUTlLtTY ;:NGINEERING 0 735 261
r• MUNICIPAL RUILOING 200 MILL AVE.$0. RENTON,WASH 98055
e
P
ED SEef L
BARBARA Y. SHINPOCH
MAYOR
MEMORANDUM
September 6, 1484
TO: Mike Mulcahy, Finance 0irector
FROM: Robert E. Be-9 om, Engineering Supervisor
SUBJECT: W-489 Wes_ Hill 1.4 M.G. Reservoir
Please prepare a %arrent in the amount of $1,032.00 made payable to King
County Comptroller and change the withdrawl from account 1421(000/15.501.37.65(36)
This sum is for the K'ng County Building Penait to construct the West Hill
Reservoir.
_.
`Hob )Tdrystrom �---
:br
MWY-R32320-AA PREVAILING MINI14UM HOURLY WAGE RATES AJGUST 17, 1"4
OCCUPATION: BOILERMAkEkS
LOCATION: STATEWIDE
FRINGE BENEFITS
APPRFNTICFSHIP .10 S/RiR . STATE
HEALTH AND WELFARE 1.65 S/HR . STATE
PENSION 1.25 $/MR. STATE
TOTAL HOURLY BENEFITS 4.00 S/HR. FEDERAL
VACATION 1.30 S/Hk. STATE
WAGE RA'FS
7CCUPATION OCCUPATION STATE FEDERAL
CO)E DESCRIPTION RATE RATE
030-J010 ASSISTANT FOREMAN 20.17
030-0020 BLACKSMITH 19.67 --
030-D030 6OILERMAKER 19.67 19.61
010-J040 FOREMAN 20.92 --
030-JOSO STORAGE TANK ERECTION --
030-3060 STORAGE TAVK REPAIR
CITY OF RENFON
WEST HILL RESEAVCIR
PAGE 1
WGE RATIIS RC(IUI-'ST FO&
FED. RATES a YES ..7(.. Fp � NO.:
INIartIA -r.(DAY) ❑ REVIEWER:__
C.S. PROI —_ FEINC. GRP. MC.
SR DATE:
� f OPERATOR:
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-- EFV DATE:
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05 ❑ KNTON 35 ❑ l:ITSAP 51 ❑ PEND ORE? ❑LE 67 TFRAtSTQN
07 ❑ CKL N 37 ❑ KrrMAS 53 ❑ PERCE 69 ❑ WAti(IN:Ws
09 PiCLALLAM 25 G C GRANT '� ❑ KEICI(ITAT SS ❑ SAN b3AN 71 ❑ WALLA WAL-•
11 ❑ CLARK !1 ❑ LEWIS .57 ❑ ❑ W
SKAGIT 73 HATCQM
27 ❑ GRAYS I'MOOR 43 ❑ LNCOLN S9 ❑ SKMIANIA 75 ❑ WHTMAN
13 ❑ COLUMBIA 29 ❑ ISLAND •IS ❑ MASON 61 ❑ SNOHOMISH 77 ❑ YAKVNA
1S ❑ COWLITZ 31 ❑ JEFFERSON 47 ❑ OKANOGAN 63 Ci SPC3kANE
99 (] All (Cxc.pt
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030 8oiemsYcKs .3150 ❑ LaGaem
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050 ❑ [trKklayers 6 Ai,rb'c ,A,suns
370 z $P. L L'JJ�tY heventain
❑ lai dscape Conwttruc;.on
070 [] Carpenters
390 ❑ Lathers
090 ❑ Cemmt slzsorn
430 ❑ Maaon Tenlers. Fled
t00 L� Comnxwcatron Tech. Camers & Montwr 710 ❑ Sun $Caen ►nta0ers &
%Vmdow Tmers
t10 J Deers b Tders �� ❑ PiNlers '720 ❑ .S
en urYe.lers
730 ❑ Teamuers
130 ❑ Orrdgng Worker 490 ❑ Rslerrrs
150 Drrwa9 Finishers 510 ❑ P;asterrr lendem
170 ❑ Terrazzo Workers 8
170 ] EleClrKWW 530 ❑ Plurr>bers b F'gchttes Ue Settee
'90 ❑ Elect.-Lee Comte. $70 '❑ Prnver Eq V Op. 790 ❑ Tde, Wrble 6 Ten,,M
:11 � Eks+tor Corntructas ME) ❑ Power Equip. Op FFripers
(Sewer 8 VVJte Const) 820 ❑ Traffic Control Strgton 150 �� Fence [rrclas ti lahcxers
s Flaggrvs!A 590 ❑ Re(P.g .0 Au Caxf,W:nR 830 ❑ Wea D 2
raters L rri'a
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270 ❑ Glimis 610 ❑ Roofer S lYNeproofen 999 ❑ AN (Except those marked
NO ❑ Inland 8oatmm 630 ❑ Sheetrnrtal Worker
110 Yv"Jt"' Appkcat, 640 ❑ o, p�
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For Use By City Clark's Office Only
A.I. f
AGENDA ITEM
RENTON CITY COUNCIL MEETING
SUBMITTING
Oept./Div./Bd./Cor,. Dnnlir Ynrk /1 r'j For Agenda Of August 20, 1984
Staff Contact QIItnnlfto D1 Maati ng Oats
1NMa Agenda Status:
SUBJECT: u_epo 1 C M1111 Consent
Gilinn< ..^acn i flid of n�^r 22, Public Xeariny _
_Ions Correspondence
Ordinance/Resolution
Old Business
Exhibits: (Legal past r., KIPS, Etc.)Attach Ner Business
A. Study Session
B.
Other
C• Approva 1:
Legal Dept. Yes_ No
COUNCIL ACTION RECOMMENDED. N/A
—
Finance thn Finance Dept. Yes_ No M/A_
ooanin� reau ltc rn rhP ht111 i rn—isr other Clearance____
�r [hn auaY•d ro[,p®RnAar1 n _
FISCAL IMPACT; —_
Expenditure 11e41ired S Amynt $ Appropriation-
Budgeted Trans Fer Required S
SUMMARY (Background Information, prior action and affect of implementation)
(Attach •Jdltlonal pages If necessary.)
This project 1% part of the hest N111s IIVroveerent Project in conjunction with
alter District No. 63
PARTIES OF RECORD/INTEAESTED CITIZENS TO BE CONTACTED:
SUBMIT THIS COPY TO CITY CLERK BY NOON ON TMURSDAY wl TM DOCUMENTATIOw.
9/A
CITY OF RENTON
Addendum Number Two to the Contract Documents for Water Project No. W489 -
West Hill 1.4 M.G. Reservoir
TO ALL PLANHOLDERS:
You are hereby notified of the following changes, deletions, additions,
corrections, and clarifications to the Plans, specifications, and other
documents comprising the Contract Documents for the City of Renton West
Hill Reservoir Water Project No. W489.
I. L_EGAI. EXHIBITS --PREVAILING MINIMUM HOURLY WAGE RATES
Please add the attached Sheet for Boilermakers' prevailing wage rates.
SPECIAL PROVISIONS
2. Revise Section 10.1 `PERMITS AND LICENSES (SUPPLEMENTAL SECTION)" on
Page SP-19 as follows:
As listed in the specifications:
1. GENERAL BUILDING PERMIT - NOTE THE PLAN REVIEW FEE FOR THE GENERAL
BUILDING PERMIT HAS BEEN PAID AND THE PLAN SUBMITTED FOR REVIEW
AND APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR THE PLAN FILING
FEE. (BUILDING PERMIT)
2. CONDITIONAL USE PERMIT
Revise to:
1. GENERAL BUILDING PERMIT - NOTE THE OWNER HAS MADE APPLICATION AND
SUBMITTED PLANS FOR THE BUILDING PERMIT. THE WILIER SHALL PAY ALL
FEES ASSOC IATFU WITH SECURING THE RESERVOIR BUILDING, PERMIT.
2. CONDITIONAL USE PERMIT
THE CONDITIONAL. USE PERMIT HAS BEEN OBTAINED BY THE OWNER AND IS
AVAILABLE FOR INSPECTION BY THE CONTRACTOR.
TECHNICAL SPECIFICATIONS
3. Revis, Section 1 "3.0 PRECONSTRUM ON REQUIREMENTS" subsection
"Alternate Designs: Steel Storage Resevoir" on Page 1-7 as follows:
Addendum No, 2
August 28, 19R4
Page 2
Add the following paragraph:
ALL PROPOSALS FOR AN ALTERNATE RESERVOIR DESIGN SHALL BE CONSIDERED BY THE
CITY PROVIDED THAT III( ALTERNATE DESIGN MEETS ALL PROVISIONS OF AWA C-100
APPEND19 C SPECIFICATIONS FOR STEEL RESERVOIRS AMU MEETS THE INTENT OF THE
RESERVOIR DESIGN AS SHOWN ON THE CONTRACT PLANS AND SPECIFICATIONS,
INCLUDING APPURTENANCES. LAYOUT, AND CONFIGURATION, AND INTENT OF THIS
DESIGN.
a, Revise SECTION 3.2 "FENCING" on Page 3-9 as follows:
Revise Section 3.2 "FENCING" on Page 3-9 as follows:
CHAIN LINK FABRIC
As listed in the specifications:
CHAIN LINK FABRIC SHALL BE WOVEN 9 GAUGE STEEL WIRE INTO A UNIFORM MESH 3
INCHES BY 3 INCHES MEASURED AT 90 DEGREES FROM ADJACENT WIRES BY 5.1
INCHES HIGH.
Change to:
CHAIN LINK FABRIC SHALL BE WOVEN WITH 9 GAUGE STEEL WIRE INTO AM
APPROXIMATE 2-INCH DIAMOND MESH.
5. Revise Section 5.4 "STEEL ITEMS" on Page 5-5 as follows:
OVERFLOW PIPE SUPPORTS
As listed in the specifications:
THE B-INCH OVERFLOW PIPE SUPPORTS SHALL BE CONSTRUCTED AS SHOWN ON THE
PLANS. THESE SUPPORTS SHALL BE WELDED TO THE STANDPIPE WELDS JUST BELOW
EACH MECHANICAL PIPE JOINT,
Change to:
THE 12-INCH OVERFLOW PIPE SUPPORTS SHALL BE CONSTRUCTED AS SHOWN ON The
PLANS. THESE SUPPORTS SHALL BE WELDED TO THE STANDPIPE WELDS JUST BELOW
EACH MECHANICAL PIPE JOINT.
6. Revise Section 15,2 "VALVES AND APPURTENANCES" on Page IS.C, as
follows:
Addendum No,
August 2R, 14P4
Page
VALVES AND VALVE CH_"FRS
Delete the following paragraph:
THE l2" O.S. A Y. � , IF VALVE ASSEMBLY SHALL iNCL.UDF O.S. A Y. GATE VALVE
(FL t FL), 1" BYPASS VALVE ASSEMBLY AND A PRECAST CONCRETE VAULT. THE CITY
OF RENTON'S "STANDARD DETAIL FOR VALVE CHAMBER" IS ALSO BOUND IN THESE
SPECIFICATIONS. VALVE CHAMBER MUST BE MODIFIED TO ACCOMMOOATF ADDITIONAL
CLEARANCES REQUIRED FOR RISING-STEM AND HANDWHEFL.
PLANS
PLAN SHEET 4 OF 12
Revise notes on Utilities Plan, as follows:
8. As shown on plans:
B" OVERFLOW AND DRAIN. SEE DETAIL
Change to:
12` OVERFLOW AND DRAIN. SEE DETAIL
9. As shown on plans:
142 LF 6" PVC
Change to:
145 LF 12" D.I. PIPE
10. As shown on the plans:
145 LF 8" 0.1. PIPE
Change to:
142 LF 6" PVC
Power SupFly Conductor and Conduit Note
11. As shown on plans:
NOTE: TERMINATE PER CITY LIGHT STANDARDS AT FENCE FOR SERVICE
CONNECTION BY SEATTLE CITY LIGHT,
Change to:
NOTE: PROVIDE ELECTRICAL SERVICZ CONNECTION AS PER SEATTLE CITY
LIGHT STANDARDS.
Addendum No. 2
August 29, 1984
Page 4
PLAN SHEET a of 12
12. Revise notes on 12" Inlet/Outlet detail as follows:
As shown on the plans:
12" 90" RENO (FL)
Change to:
12" 90" BEND (Y))
13. As shown on the plans:
I"
Change to:
NTS
Revise notes or Overflow and Drain Detail:
14. As shown on ti,k plans:
I" • 2'-0"
Change to: NTS
15. As shown on the plans:
8" DIP
Change to:
12" DIP
Addendum No. 2
August 28, 1984
Page 5
Addendum No. 2 is hereby made a part of the Contract Documents, and its
terms and conditions are fully binding on the planholder and contractor.
The contractor shall acknowledan receipt of this Addendum No. 2 by signing
in the space provided Wow and attaching it to his proposal .
�RH2 ENGINE RING, P.S.
�P Cea�
uchard H. Harbert, P.E.
Issued: August 28, 1984
Received and Acknowledged: (To Be Submitted with Proposal)
Contractor
By
Title
Date
E�gi�te�q
September 12. 1984
51"8.19 M/18)
CITY Of RENTON
200 Hill Avenue South
Renton, HA 980155
Attention: Hr. Bob Bergstrom,
Engineering Superv.,
Subject: West Hill Reservoir
Recommendation of Award Of Contract
Bear Roo:
We have completed our review of the bid proposals for the City of Renton
Water Project No. W-489, West Hill Resevoir, and we recommend that the
Contract be awarded to Reliable Steel fabricators, Inc., the low bidder on
the Project. The legal documents submitted with Reliable's bid have been
reviewed and appear to be in order, However, we suggest that the City
Attorney review the bid proposal before the award is made.
Very truly yours,
RHc ENGINEERING, P.S.
icha rA H. Na 1
cc: for. Ran Ill%an
Attachment - Bid Tab
14i0 Market Straet,F.0,Box 1180,Kirkland,Washington n80.93(20E)821-840Q
f � �
^.JNTMA4.T No CIA" pj7 A4
To r
paAl-
AMO apa� �s
'WA'TOq pRE :'T t�1C9.
VV489
w1 sY HILL,. 144 rw.t3. REa�RVoIA
1
N Ct]1uYrR` �� Y
GWV7hCTr �j6'1a�
TO ELLS
1 RELIABLE STEEL FABRICATORS, INC. 1130s xis
OLYMPIA,WASHINGTON 98507-ODD9 PIANO IN 1777
—_ 1 I
R M{I WMIDI
CONTRACTOR
RELIABLE STEEL PABkICATORS, INC.
1219 Nest Bay Drive
' P.O. Box 9
Olympia, NA 98507
Phone: 352-7575
Bart Olson 3S2-5264 (Ilome)
Jerry Olson 943-5857 (Nome)
' INSURANCE AND BONDING
Bratrud, Middleton Insurance Brokers
6402 S. 19th St.
Tacoma, NA 98411
' Jack Sutton 565-2222 (Mork)
1
' 9vy[TVR.LL • MISCN L COLIS RTTEL • TUNER TATNIS a SCDES • ML vATSIN S Sf"K •LnRS
PLART LOCATION. HIS NEST SAT DRIVE
1
CITY OF RENTON
810 PROPOSAL AND SPECIFICATIONS
WEST HILL
1.4 MG RESERVOIR
WATER PROJECT NO. W-489
INDEX
TITLE PAGE
INDEX
SCOPE OF WORK
VICINITY MAP
CALL FOR BIDS
' INSTRUCTIONS TO BIDDERS
SUMMARY OF FAIR PRACTICES/CITY OF RENTON
*CERTIFICATION BY PROCOSED CONTRACTOR/SUB-CONTRACTOR/SUPPLIER/REF. EEO
*MINORITY AND WOMEN'S BUSINESS ENTERPRISE PARTICIPATION
*CERTIFICATION OF EEO
*CERTIFICATION OF BIDDER'S AFFIRMATIVE ACTION PLAN
*NON-COLLUSION AFFIDAVIT
1 •CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER
*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 REP.,RT SAMPLE FORM AND INSTRUCTIONS
ENVIRONMENTAL REGULATION LISTING
HOURLY MINIMUM WAGE RATES
SPECIAL PROVISIONS
' , 'HNICAL SPECIFICATIONS
STANDARD ONAWINGS (IF APPLICABLE)
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 EVENT ANOTHER PERSON HAS BEEN DULY AUTHORIZED TO EXECUTE
CONTRACTS, A COPY OF THE CORPORATION MINUTES ESTABL!SHING THIS AUTHORITY
MUST BE ATTACHED TO THE 810 DOCUMENT.
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
RENTON, WASHINGTON 98055
1
CITY OF RENTON
WATER PROJECT NO. 48Q
1 SCOPE OF WORK
THE WORK INVOLVED UNDER THE TERMS OF THIS CONTRACT SHALL BE THE COMPLETE
CONSTRUCTION OF A STEEL WATER STORAGE RESERVOIR. THE CONTRACTOR SHALL
rURNISH ALL LABOR, EQUIPMEhl, AND MATERIALS NECESSARY FUR A COMPLETE
INSTALLATION INCLUDING SITE WORK, GRADING, SURFACING, DRAINAGE SYSTEM,
FOUNDATION, PIPING, FITTINGS, VALVES, ALL ELEMENTS OF THE RESERVOIR
' STRUCTURE AND ALL ELECTRICAL AND OTHER APPURTENANCES. THE WORK SHALL BE AS
SHOWN OR AS CAN BE REASONABLY IMPLIED FROM THESE SPECIFICATIONS AND
ASSOCIATED CONSTRUCTION DRAWINGS.
' ANY CONTRACTOR CONNECTED WITH THIS PROJECT SHALL COMP:Y WITH ALL FEDERAL,
STATE, AND COUNTY AND CITY CODES OR REGULATIONS APPLICABLE TO SUCH WORK AND
SHALL PERFORM THE WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS OF
' THIS CONTRACT.
- SOMERSET
4,g MERCER �..� NEPORr! F
c
Ewiiroaa� u .$ ^roe•` AHiCoo
I LS *Cmd
►IU} + Ark'� Ark'1 + S J ' WE U�
EAtls I -ND , It Co,r,E
:I
/I y n 1,00 � 1
' V : r� ,ra, '•'� Newcastle
Me I i
TI ;RR
t,
w..• MM + i ,� Boren Lot,
Mop
" KENNY ALE Y CEN.i
I1ACI eA .,
+ EACtl 001�N n`""r n
„oe PROJECT g __ rk
■ '+ 8 LOCATION �`' May
n1,pp
zAT
RelOG MAWR 'p
1
a
y 8 3
Black Rif
s ; _
�P u
EwhnpM + +r `�
KWIL Cot .,.,a. ., 3 l r
RENION =ERR
SNTE ' �
} s 11 •� s SE �
/ � VICINITY MAP
' CITY OF RENTON CALL FOR SIDS
SEALED BIDS WILL BE REC' .VED UNTIL 2:30 P.N., AUGUST 22, 19A4, AT THE CITY
CLERK'S OFFICE AND WILL BE OPENED AND PUBLICLY READ IN THE 4TN FLOOR
CONFERENCE ROOM, RENTON MUNICIPAL BUILDING, 200 MILL AVENUE SOUTH.
THE WORK TO EE PERFORMED WITHIN 180 WORKING DAYS FROM THE SATE OF
' COMMENCEMENT UNDER THIS CONTRACT SMALL INCLUDE BUT NOT BE LIMTTF
COMPLETE CONSTRUCTION OF A 1.4 MILLION GALLON STEEL RESERVOIR
' INCLUDING ALL SITE WORK. FOUNDATIONS, PIPING, VALVES, STEEL
TANK AND APPURTENANCES. ELECTRICAL AND TELENETRV SYSTE115,
LANDSCAPING AND FINK SITE RESTORATION,
' THE CITY RESERVES THE RIGHT TO REJECT ANY AD/OR ALL BIDS AND TO WAIVE ANY
AND/OR ALL INFORMALITIES.
CONTRACT DOCUMENTS MAY BE OBTAINED AT THE PUBLIC WORKS DEPARTMENT OFFICE AT
THE RENTON MUNICIPAL BUILDING FOR A DEPOSIT OF $25.00 PER SET PLUS $2.50 TO
COVER POSTAGE, ?F MAILED. THE DEPOSIT WILL BE REFUNDED UPON RETURN OF THE
' CONTRACT DOCUMENTS IN GOOD CONDITION WITHIN THIRTY DAYS AFTER BID OPENING.
THE MAILING CHARGE WILL NOT BE REFUNDED.
A CERTIFIED CHECK OR 610 BOND IN THE AMOUNT OF FIVE (5) PERCENT OF THE
TOTAL AMOUNT OF EACH BID MUST A,COMPANY EAZH BID.
THE CITY'S FAIR PRACTICES AND NON-01SCRIMINTATION POLICIES SHALL APPLY.
' R-RMILYM
LcSON, OEPUTTTTTr✓
' Published:
RECORD CHRONICLE: August 8 and 15. 1984
DAILY JOURNAL OF COMMFRCE: August 8 and 15. 1984
1
fIT+ 2- 9fNT'Mi
' Addendum No.Pr. -Noe to the rontrac.t Gocurvnts water Protect 40. WN9
Most Hill 1.4 4.4. Ptservoir
TIi N L ►LAMN JWI S
You e^e bereby notified of the following changes, deiatlom, additions,
corrections, am claw, lops to the plans, specifications, and other
ddcwaants ctsaprising the Contract Oocusents for th,, City of Rentun Hest
Hill Reservoir Moor Project No. wag.
COTS 1YE1F[Or UM-
Please change paragraph 1 to read:
SEALED RIGS PILL dE RECEIVES ONTSL 2:39 P.M.. SEPTFMMKIt S. 1MA.
AT THE CITY CIrRK,s emu AND WILL IF OOINED AND PUAcICLY READ IN
THE /TH FLON CONFERENCE ROOK, RF4TeN M;NICPAL RUILOIKS. 200 HILL
AVENUE SOUTK.
AddGmW 10. 1 it hereby eade a part of the Contract NKupoets, and its
te"M and conditions a`e fully billing on the dlaaho!der and contractor.
The contractor shall a::cnoriedge receipt of this A.:dendw No. I by signing
In the opece provided below I" attaching it to his pro►osal.
RN2 EIMiINFEkING, P.S.
, -w--/ iK/44,&4X.
Richard M. Harbert . P.E.+s-
Issued: Acgust 20, 1IM
Received and Aclnowisdgod:
Contractor
1
INSTRUCTIONS TO BIDDERS
I. Sealed bids for this proposal will be received by the City of Renton at the
Office of the Renton City 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 ehall be submitted on the forms attached hereto.
' 2. The work to be lone is shown on the plans. Quantities are understood to
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
to add or to eliminate portions of that work as deemed necessary.
r3. 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 CM letion 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. In 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-
alitiss if it is deemed advantageous to the City to do so.
,. A certified check or satisfactory bid bond made payabir without reservation
to the Director of Finance of the City of Renton in an amount not less tnan
5% of the total amount of the bid shall accompany each bid proposal. Checks
will be returned to unsuccessful bidders immediately following the decision
as to aware of contract. The check of the successful bidder will be
t returned proviaed he enters into a contract and furnishes a satisfactory
performance bond covering the ful! amount of the work within ten days after
receipt of notice of Intention :o award contract. Should he fail, or refuse
' to do so, the check shall be forfeited to the City of Renton as liquidated
damage for such failure.
All bids must be self-explanatory. No opportunity will De offered for oral
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 a f practical ability to satisfactorily perform the work.
' 10. Payment for this work will be made in Cash Warrants,
Rev. 7/15/81
' 6ntIEIT "A"
CITY OF RENToo
SVNNARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 1140
The policy of the City of Renton is to promote and afford equ,Z
treatment and ...vice to all cities's and to ..sure equal empicy-
' Tent opportunity to all person& regardless of race; arced; cola.;
e iknioti ty; na ti coat origin; nos; the p....... of a nonefob-rototed
r;
physic.Z, **n.ory, or mental handicap; age; or marital status.
This policy *hall be based on the principles of equat employment
' opportunity and affirmatito action guidelines as **t forth in
federal, state and Local Laws. ALL departments of the City of
Renton shalt adhere to the following guideline..
' fl) EMPLOYMENT PRACTICES - All a¢tivitits rotating to smv Zoy_Tent sac .. reorut c, se ileficn, promotion, termination
and training .knit bee conducted in a nun-discriminatory
manner. personnat decisions will be based on individual
O performance, staffing roquiwith remen te, and in accordance
between thlt Cityng t t of Renton do v panda ws theand Washingtoneement State
Council of County and Ci,y Employes•.
' (I) COOPERATION KITE EUMAN RIGETS OROARI«AT:C'NS - The City of
en ton ut ooaplra to ,u y utt a organ sa ti ens and
commission• organtoo tc promote fair Practices and equal
Opportunity in Imployment.
•'J) AFFIRMATIVE ACTION FROGRAM - The City of Renton Affirmative
Ac non rPgr¢m us • ma tntateed t:> foci Eitate equitable
' representationWa am ui.ehin the City
uorkforoe and to assure
equal .mpplcyment opportunity to all. It shall be the
ruponsibility and duty of all City officials and employees
to carry
» out the policies, guidelines and oorreotive
measue as set forth by this program. Corrective
emp Zoym*nt programs may be established by the Mayor on t''a r000mmandation of an Affirmatioe Action Conrittee for
those departments in uhi ah a protected olase of employee*
' is undo r-represented.
(eJ CONT.4ACTOR OgL1OATI0F - Contractors, eubcontraotors and
supp tare con ucting usinsse with the City of Renton
*hall affirm and oubsoribe to the Fair Practio** and No^-Diser{mina tion policies set forth by Lau and in the
Affirmative Action Program.
' Copias of this policy .halt be distributed to aIt City employ***,
*ha LL *pp*ar in all operational documentation of the City, including
bid pities Q. shu Z; be prominently dispZayed in appropriate City
facilities.
CONCUR'ED IN by the City Ccunci2 of the City of Renton, Washington,
this tad day of Juee 1980.
CITY OF RENTON: RENTON CITY COUNCIL:
t:J
Mayor Council Prosidont
Attest:
Issued: July 10, 1972
I�� n, 7yfiAA Revisnd• mabruary 9. 1976
Y T�-""�— Peviseo. June 2, 1960
G
x
r
J
a
J
S
CIPTIfICATIM BY PROPOSED CONTRACTOR, ROACONyRACTOR Also S"PLIER RICARDI*C !OVAL R"LDT! . DPPOm ur ITy
54111,' Q ra�*w,i,l w1i& _STPFL RkINK.Cam QS ZNC S2ONTOu ktAIT Ntu IV Nh Fe S.
n of 7 raetor o oe[ same
EmSTRUCTIONS
' This certification is required pursuant to Federal LRecutive Order 11166, The Implauanting rules am
regulatlona provide that my bidder or prospective contractor, or ai y of their proposed subcontractors
and suppliers. ►Mil state as ar. initial part of the bid or nadotistionR of the contract whether it has
participated in any previous contract or subcontract sv lect to tha equal apportabicy clause: and, if
so. whether it has filed all edylasnce reports due under applicable Instructions.
The City as heretofore adopted Maaolgtion 2160 under data of Jura I, 1900, amadiag a *Fair Practices
Policy - as Sbploswnted by an WfirmatLve Action Program' therein maeMino the policy of the City of
Manton to promote and afford equal treatment And service to all citlaons and to &sour* equal omploy act
opportunity based On ability •M fitmaes to all paraons regardless of race: eva d: color, othnicity.
national origin, Box: the pr*anues of a eon-job-ralated physical, sensory or manul handicap: mpe or
g marital status. This Policy Mall lilwiea apply se afl contrators, subcontractors And supplier*
conducting business with the City of Renton who in turn shall affirm and subscribe to *aid practices
and policies. The aforementioned provisions shall not apply to contracts ar subcontracts for standard
commercial supplier or row materials or firma or orgaiatiens with less than eight amployeas or
contracts of 1*a than T30.000 badness par sinus with the City.
then the COntratOT/Subcontractor/Suppli*r (hereinafter reforred to as the Contractor) in required by
the City of Manton to submit an Affirmative Action Plan. the ninilem acceptable percantage of minority
employment will be that percentage which is currently listed in -Appendix I- (City of Manton goals and
Tamatables) in the published City of Manton Affirmative Action Program. i.e. P.la. This Program, is
' available for "view, at the municipal bull".
no andarsigned contractor therefor tgvenenta, stipulates and agrees that during the performance of
this contract he will not discriminate against any person in hiring, prowtmg. discnarnanc. comoen-
Wang Or any other urns or rendition of wployeeat, by ».son of ouch patoon's •taus. rr[or*nce
tthe llll categories listed in par*. 7 above.
contractor further ogress that he will take affirmative and continuous action to insure full compliance
with Such policy and prcgrsm in all respects, it being strictly uMorstood and agreed that failure to
comply with any of the terms of said provisions shall be aM constitute A material breach of this
contract.
Contractor shall. upon request and/or as seen as possible thereafter, fannies Veto the City any and all
information and »perts required by the City to determine wMNer full compliance has been merle by 0..0
1 conuactor with Said policy and program and contractor will persist Access to his boosts. records and
runcunts by the City fur the purpose of investigation to aerartain such compliance.
Contractor further ocknowledges that he has received a true And oomploto copy of the City's 'Pair
t practice* Policy.-
w-ya1
cheroot at 'ieafion Fur�it
CERTIr ICACION BY. CONTMCTOR X Sr SVW0h-DACTOR _ or SL9PLIER _
' mum: 'Qsa_aw.*. Sna., rhww,r►Tme , -X�
ADDRESS: Q o nab• 9 �.Sail0�4yov,A the g2907
AT REp%ZUWTVES: �w,T C v/
TMI: Tiaw.sim..T ►ROAT: U;L-7S75
' 1. Contractor!Subcontractor/luppl ier has orticipated in a previoua contract or suocontract subject
ar to the Equal Opportunity Clause. 1Tes _coo
1. COmpli&sce reports "To required to be filed in c. ction with such contract or svbcor•ract:
.KTes _Pro
1. Contractor/Subcontractor/Supplier has filed all Compliance report* due under applicable
lnottactaoes, xTes �be
' r. If anwv to item 1 is •coo•, pleaee explain in Null on revers side of thin arsitsc*ticn.
CERTIr1CATIOIs: The Information/abbo�ve is true and complete to the beat of my knowledge And bolas.
l h& f wRwl OwwT
�atn—mod' at a o goer p esa type or ptar.)
ign•[,ve is
' Re-awed bp Carty huthocity: Darr.
k , ). Y.
■ MLv. A/U
PUBLIC WORK OR EMPROVDaYT
' PARTICIPATION CERTIFICATION: BEF. RCY 35.22.650
CONTRACTS EXCEIDINC $10,000 (OR $15,0000 FOR w&TERfAIN CONSTRUCTION)
MINORITY BUSINESS ENTERPRISES (ME)
and
' WONENS' MINORITY BUSINESS ENTERPRISES NME)
(BUSINESSES OWNED AM OPERATED AT WOMEN)
Coott&ctox &grass that be &hall actively solicit the employment of minority group
members. Contractor further agrees that he Wall eetivaly solicit hide for the
e subcontracting of goods or toraieos from qu&lifitd minority bnsimas&es. Cestmetor
shall furaiab evidence of 010 compliance with these requirseats of minority
employment and solicitation. Contractor further agrees to consider the groat of
subcontractors to said minority bidders ou the buss of substantially equal
proposals in the light Most favorable to said miwrlty businesses. The contractor
shall be required to submit evidence of tompliatua with this section as part of the
bid. As used in this section, time term 'klnority business" seam a business at
lust fifty-one percent of which is owned by minority group members. Minority
' group ambers include, but ate not limited to blacks, woman, native Americans,
Orientals, Eakimoo, Alauts and Spanish Americans. The City vill consider acorn
affidavits presented by subcontractors in advance of concratt ward as one means of
establishing minority status in accordance with criteria cited above.
To be eligible for award of this contract, the bidder must mature and submit, &a
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 ■ false t.rtification shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
- RL61 H L 6 JL1tC1.T"% -- uTCattiflaa that:
Name of Bidder
(a) it (doer) (does not) Intend to sublet a Portion of the contract work and
(has) (4em-0sa) taken affirmative action to seek oat and consider minority
business enterprises as potential subcontractors.
t (b) the contacts made with potential aiaorit) business enterprise subcontractors
and the results thereof to listed Below. Indicate Whether MBE or 0101E and
Identify minority group. (If necessary, we additional shoot.)
OMME Nib. t_. 1101E
& l• M,YnmirT P on tSacNtN nm maremC *D"CSts.) ® 2 ❑
2. A_�,&yl♦ T> os i CTa&L rw/8 ® Jam_. ❑
I ❑ ❑
A ❑ ❑
1 5. ❑ ❑
%r.f�rr (�tRma*.) has been dosigostad as
the liaison o facer for mho admlalstratloo of the minority, bwlMta enterprise
Program for this firs.
CERTIFICATIOK OF EQUAL EJWLOYWXT OPPORTIP41TY REPORT
' Certification with regard to the Performance of Previous [attracts or Sub-
cm,racts subject to the Equal Opportunity Clause and the filing of Required
Reports.
' The bidder '�_, proposed subcontractor hereby certifies that he has has not participated in • previous contract or tubeoettact subject to-ttT ,
equal opportunity clause, as required by Executive Orders 1091S, 11114 or
Il tab, and that he has has not filed with the Joint Reporting
Committee the Director -OF-the Office federal Contract Compliance, a Federal
Government contracting or administering agency, or the former President's
' Committee m Equal Employment Opportunity, all reports due under the applicable
filing requirements. ltompanl) t—
R
� &&it CTaa Fx.a C►7 U_J By
�K
t
' �SrD[YT
Dote:
' Kote: The above certification is required by the Equal ERPIOyment Opportunity
1teytlations of the Secretary of Labor (41 CFR 60-1.7 (b) (I j , and must be
submitted by bidders and proposed subcontractors only in connection with
contracts and subcontracts which are Subject to the equal opportunity clause.
' Contracts and subcontracts which ore exempt from the equal opportunity clause
are set forth in 41 CFR 60-1.S. (Generally only eoitraets or subcontracts of
$10,000 or under aft exespt.)
' Currently, Standard Form 100 (EEO-1) is the only report required by the
Executive Orders or their implementing rtgulstions.
Proposed p prier contractor and Subcontractors who have Pan rc ipat ed in a
Previous contract or subcontract subject to the Executive Orders and have no.
filed the required reports should note that al CFR 60-1.7 (b) (1) prevents
' the award of contracts and subcontracts unless Such contractor submits a
report covering the deliqumt 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 AFFIRMATIVE ACTION PLAN
1 Bidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to alp the certification for that specific statement:
1 a) It is hereby certified that the bidder is exempt from the City's
Affirmstivt Action Plan requirements because:
1 "Average annwl employment level is lees than eight permanent amploytes,
and the total contract Amount with the City during the current year is
less than $10,000."
1Company Date
S1':
1Title
OR 71 b) It is hereby certified that an approved Affirmative Action Plan is on
1 file with the City of Renton, and that said Plan specifies Not, and
timetables which are valid for the current calendar year.
1 company ante
Rt:
1 it"tle
OR c) It is hsrtby certified that an Affirmative Action Plan is supplied with
1 this lid Package. Said Plan will be subject to review and approval by
the City As a prerequisite to the cw.tract award, and it includes:
1) Pressor utilization of minorities and females by job classiflcati,,.,
1 2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action Steps directed at increasing Minority
1 and Few It Utilization.
Company at6 i
1 BY: —
Title
1 OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (S) working days of receipt of
notification of low-biddtr status. Said Plan, will be subject to review
1 and approval by the City as a prerequisite to the contract award, and
it will include:
1) Present utilisation of Minorities and Females by Job Classification,
1 2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action steps directed at increasing Minority
1 and Female Utilization.
Rl��ww.� CT"L F����ewTORn =mac 5-isl4
1 pN' �
Ni 2VAOL ��ttSiDA UT
ART OLSOtI Title
1 Re%. 6'9;73
.a rt
RELIABLE STF"El FABRICATORS, INC. �nl,
'
OLYMPIA,WASNINCTON 90507 0009 PUM U41711 01Cft
IDOI mu 4gNM
' AFFIRMATIVE ACTION PLAN
' Reliable Steel Fabricators, Inc. hereinafter known as "Contractor,' agrees
to the following plan in meeting its equal opportunity obligation pursuant
to Executive Order 11246, and Title VI and V11 of the Civil Right Act of 1964,
t1. Equal Employment Opportunity Policv
' Contractors policy assures that applicants will be employed and will be
treated during employment, without regard to race, creed, color ethnicity,
national origin, sex, the presence of a non-job related physical, sensory
or mental handicap, age or narital status.
This policy shall apply to every aspect of employment; upgrading;
demotion; recruitment. layoff or termination; pav scales; and apprenticeship
or on the ,lob training.
2. Equal Employment Opportunity Officer
' Contractor hereby designates Bart Olson, President, es EEQ Officer
with full authority to administer and promote an active program of equal
employment opportunity.
' 3. Dissemination Policy
t a. Contractors personnel authorized to hire, supervise, promote, demote,
tnd terminate employers, who recomend such action, or are involved in any of
hese actions will be made fully cognizant of, and will implement Contractors
policy and contractual responsibilities, To insure the advice is carried out,
the following minimum actions .ill be taken:
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 implementation reviewed and
explained, These meetings will he conducted by the EEO Officer.
' 2) All new foremen, leadmen, and personnel indicated in 3a above
.111 be thoroughly incoctrinated by the LEO Officer covering Contractors
' equal employment opportunity obligations within thirty days following
hiring in,
1
' 11T%UCTUOU a wlWaLC tOkS $Task a TRUCK Mwk! a aoo,[1 a Ott VaTIA yf a SJM; taryl{a
et\NT kOCaTIOw 1111 wlSV aN OaiVt
4. Recruitment
' a. Any advertisements for employment in the newspaper shall include
Reliable Steel Fabricators, nc. and Equal Emrloynert Opportunity Employer,
or recruitment for all employees will be by Affirmative Action order to
the State Employment Security Commission when a vacancy is to be filled
by a minority group person.
b. Contractor wil: encourage employees to refer minority group
applicants for employment in discussions regarding the procedure for such
referral and by posting appropriate notes and bulletins on employee
bulletin boards
S. Wages
' ■. All benefits, monetary, and working conditions will be extended
without regard to race, color, religion, sex, or national origin. The
' following actions will be taken:
(1) Periodic inspections of all facilities will be made to
insure non-discriminatory treatment of personnel.
(2) Wage evaluation made to insure non-discriminatory
wage practices.
' (S) Periodically review personnel actions for evidence of
discrimination and take corrective action when indicated.
' (4) Investigate in full all complaints of alleged discrimination
and take appropriate action where indicated and inform all complaints of
avenues of appeal.
' 6. Training and Promotion
a. Contractor will endeavor to locate, quali Ey, and increase the
skills of minority group employees and applicants.
t with
ts
as
' state regulations. Contractors willnfully dutilize mtraining tprog Programs hin federal
the
contractual area and ements employees and applicants of these Programs and
their entrance requirements.
C. A Program of review of the training and promotion potential of
minority group employees will he conducted And these employees encouraged
' to apply for tame.
r. Unions
Contractor will seek the cooperation of all unions increasing
opportunities for minority groups within the unions as follows:
' a. Cooperate with all unions to develop ioint training programs for
the qualificatin of minority group members for membership in the unions
and increasing skills for higher paying positions.
t 2
b. Incorporate an equal employment opportunity clause into all union
agreements to the end that each union will be contractually bound to refer
Applicants without regard to their race, color, creed, ethnicity, nail onal
origin, sex, the presence of a ncm-job-related physical, sensory or mental
' handicar, age or marital status.
1. If the union is unable or unwilling to refer minority group applicants
As requested, Contractor will fill vacancies without regard to race, color,
creed, ethnicity, national origin, sex, the presence of a non-job-related
physical, sensory or mental handicap, age or marital status making every
effort to obtain persons in minority groups.
' R. Subcontracting
' Contractor will strive to utilize minority grasp subcontractors or
those with meaningful minority group persons in their emrloy and use all
effort to assure such subcontractor compliance with their equal opportunity
' obligations.
9. Rerorts and Records
a. Contractor will keep those recurds necessary in determining compliance
with its equal opportunity oligations. They will indicate:
' 1) lreakdown by work classification on each city, Federal or
Federally-assisted project of minority and non-minority group members employed.
' 2) The progress and efforts being naie in cooperation wi . . unions
to increase minority group enployrw!nt opportunities,
3) Contractors progress and efforts in locating, hiring, training,
qualifying and upgrading minority grour earlovees.
d) Contractors progress and efforts in securing the se nice of the
subcontractors noted in paragraph g above.
b. All such records will be retained for three years following contract
completion and be made available for inspection by the Contract Compliance
1 Division at reasonable tines,
c. Contractor will require in every subcontract of Sln,onn or more ,
iiritten Affirmative Action Program consisting of all requirements herein or
with such modification as is necessary to obligate the subcontractor to a
program of Affirmative Action, copies of such program being retained at
' contractors office.
In. Goals
It is the policy of Reliable Steel Fabricators to reaffi run equal
opportunity for all qualified personnel regardless of race, color, sex,
religion, national orlgin, disabled veteran, and cjetnam era veteran.
1
-3-
Reliable Steel will recruit, hire, promote, transfer, lay-off, "turn free
lay-off, compensate . d provide bonuses, provide trrining, with full regard
for equal employment.
' It is our policy that all decisions affecting employees will be based solely
upon qualifications without regard to race, color, sex, religion, natlonsl
origin, disabled veteran, and Vietnam are veteran.
t
NON-COLLUSION AFFIDAVIT
STATE OF WASHINGTON )
COUNTY OF TM4K%'M' )� ss
x �AiLT C.JLSO i..)
being duly sworn, deposes and says, that he is the identical per;pn
who submitted the foregoingy proposal or bid, and that such bid is
genuine and not sham or Collusive 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 equipment to put 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 to himself or to any
other person any advantage over other Bidder or Bidders.
SIGN HERE;
/'i ►�]F•� STtlt �ie�e►�n� �wfc
' .• es,tti• TT
' Subscribed and sworn before me thi; day of
19
ern
Lary uD i n Jr the Stete o!
residino at
therein.
CERTIFICATION RE: ASSIGNMENT OF
' ANTITRUST CLAIMS TO PURCHASER
1 TO THE CITY OF RENTON
RENTON. HASHINGTON:
Vendor and purchaser recognize that in actual overcharges resulling economic Practice
t
' from antitrust violations are in fact
usually borne by the purchaser. Therefore, vendor hereby assigns
to purchaser any and all claims for such overcharges as to goods
' and materials purchased in cunnection with this order or contract,
except as to overcharges resulting from antitrust violations
commencing after t..e date of the bid, quotation, or other event
establishing the price under this order or contract. In addition,
vendor warrants and represents that each of his suppliers and
subcontractors shall assign any and all such claims to purchaser,
Subject to the aforementioned exception.
Wear f!,<<. /.v
e
Name o ro ect —
eLp� c.ToGc _r
N L
ame o i er s
i -_ e -
Signature o ut orlze epresentatwe o d3er-
' ate
i
i
i
MINIMUM WAGE AFFIDAVIT FORM
t
' City of Renton
COUNTY 1 OF ss Tbi ulLTON
' 1, the undersigned, having been duly sworn, deposed, say and certify
' that in connection with the performance cf the work of this project,
I will pay each classification of laborer, workman, or mechanic
' employed in the performance of such work; not less than the prevailing
rate of wage or not less than the minimum rate of wages as specified
In the principal contract; that I have read the above and foregoing
' statement and certificate, know the contents thereof and the
substance as set forth therein is true to aly knowledge and belief.
,s Subscribed and sworn to before me on this *:k Q - day of
19
7
o ary u o n or the tat,
of Washington
Residing at
!-
t y�
t
❑iIREMAN'S FUND INSURANCE COMPANY
❑TN[AMERICAN INSURANCE COMPANY
w�-� ❑NATIONAL SURETY CORPORATION RID OR PROPOSAL BOND
V�i ❑ASSOCIATED INDEMNITY CORPORATION
' assesses seseeeea ❑AMERICAN AUTOMOBILE INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS:
The We. RELIABLE STEEL FABRICATORS, INC., A WFSHIWTON CORPORATION, P. 0. BOX 9,
' OLYhW1A, WA 98507
' the»inall.t ealle'the pnncipab,as pindpal.and THE A ERICAN INSLIRANCE COAWANY a oapardlon organ:
aml and doing blslac a limits,and by sutu.of the lots cf the State of NEW JERSEY .and duly fimu send for the putpase of
making,pucroruee:ng or bscommq.,.aunty upon bonds a undertaking.requued or authons.d by the law.of the State cf
WASHINOTON
' ae Surety me he:a mid finely b>uad unto (heremdbr called the Obligse)
CITY OF RENTON
' NUM lust and fall sum of FIVE PERCENT (5%) OF THE TOTAL MOLW BID __—__—_--- __________-
D.11a. (11 1 larlul money of the United Stales of America. lot the payment of which, well and truly to fits
' made ws hereby bind oWest,..and out and each of alit sumuae and aaugna.jointly and wYetdly, firmly by these Presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the aloe. bounden Rincipal m aforesaid, is about to hand
' In and submit to the ebliq.el a bid a Propoeal fir the
WEST HILL 1.4 M; RESERVOIR
' in act
o dgnce with the PI-'.and ll cdhconaa Bled in the ofiios of the obligee and under the notice In,Ling ptaposols tMnlar.
NOW.THEREFORE,:1 the bid or praPoed of said Principal shall be accepted.and the oaMI.1 lot aaoh work be"aided to the no,i cu
' thereupon by the solo obligee. and said Praicipal shoji cols, Into a maawt and bond lot the oomplenon of said work as rsaumm
by lam then this obhgaion to be null mid cad othe,..to be and remain ui lull lace mad.fled.
' 1N WITNESS WHEREOF, .aid Rincipol and sad Suety have eaueed these Prasen's to be duly signed and issued the 5TN
day of SEPTEMER ,1984
RELIABLE STEEL
STTEEL F6gyR17CATORS. INC. _
B NARY plfow• 1bR6&TS4&1T
' THE *ER1CAN INSURANCE_C WANY .
PATTI C. $UTTON Atseger�Foq
' 191kosn—r.Rt
POW"OF
ATTMWI :`a THE AMERICAN INSTIRANCE('OMPANI
1 �ROWf A4.M[N n THESE PRESENTS:Tlan THE AMERICAN INSUp ANCE CUM PAN\y .a CwpwalAm Juh weamu0 am<Nwne uwln tM
Yw>d IN Sum of New )"."am harr n>PK•P -Mnal o r in IN OIY and(..is of San Forms,,. Cali has maAr conunmrJ a1,L1
appolnred.and drNs hY thu aexms r11a1e.connnme and aPpwni
1 ARMAND MINORCHID, VERNpN H. GARNER, DMAR BRATRUD, IlI, C. R25TINE, JACK M. TANGNEY,
JEFF 6RATRUO, ROBERT M. PIERCE, RICHARD A. GU'TOMSEN, PATTI D. SUTTON, JACK P. SUTTDN
and STEPHEN FELTIIS
1 ,Jointly or severally
N>Nw am lawful A,Ianrp.4m.FKI.."h lull m..a and apthwnl Nrrh,conlalr<d In its name Place am,,,W IO aecme.we l xheo.kJee and
deG,-r anY aM dl haW,.underlaY,rys.raanuaa<s or mhr vrnNn oMVurons m IN ruwrc lh ro$---_---_----«---------------
1
and to NW tN Curpaalm tN,My a>fWry W to sN ume<s1en1 a.it such e ,n",apnrd n,IN Proadrnl scats.NA IN_aupaal<xa,wl IN
1 CaWr a,ws am truly atresud In ns Searttps.herMf mds' a eM".1i mnne WI INI IN saW bmrwsu Hm F.,IN,do m aN M<nua,TTa+W-a d ananeY n panlM WnlMnt w lace Mack Vlll S< — h'and s I of �Y 6, w`of THE ANFAICAN INSURANCE COMPAN\ ma. IuR
aW SIC'—
1 .err wY=ni s--w asw....r 4.in rurMu L.nw.N Yrv«rr.�.inr w •r„M` rur
M.r..M e..aea..n wlarT^w`M NaMMOne da N„N,! an�n,a.a,u rw nLr✓A.,rvr.Y aM.Mww.•
Wa..� M4M A:n Wiaaaa ' aeW•• Sa. �lygrrr r,ia.Ml.nos M.rJn Mr. M(Waua rJ Me YvaN
MMvawa r+W w W al ry Cvas.alr� nYavnr W«r M W..4,yn N W I.Taw.w r
y,nn nrn.W Y aaam.i wrMn.N w:l a..wn Namur 4[nYin nyww...n rYr �,yp.ywa la..AurnwJ.!a n, r.,ygw WN„i„rryn.W n..yA
1 arnW rarnla Ya N naeaN x p.iww n,ry arW nr Array.y,!.ya a,rarw eM..rM v w.N v..l�Ynnavn TA,s pe rr of Mwfty is ��N aW MaYd uWrr aW►s Me aathaNY d die/dines
AMERICAN INSURANCE COMPANY p a malple duly salkd am Nw on NIE Reaowlwn adoaed h, IN ae,arJ of Q:Kaas d THE
—n,lad a rrpeakd IN `[a der, of SeplemNr INw anal uN R:s.uutw,n No mN Men
1 RESOLVED Ilia,tN ssenatun<d am VK<Prr,Id<n1 Assnunl Stun....am R<,den1 A„rq.m Sr.rrur.,d,h,.'wp.ulram and rN xd d Its,
CaWrctlo s ma,na
Wrer d as on an,poser of auana, rm an,resdcal.d erns Powrr ad anwmn w m Jm ttndlcak reYl,q INrcw.h,
YKuanat am an, ,.MY reswo.d.1 Kerner d Ktorne, a Beni a61 nW b Wry on.Ih CaKNnwn` Nue harnd,wh 4„imrk,ieramre or IKamik xal still h
1 IN WITNESS WPENE(1F.THE AMERICAN INSU�RANCE COMPANY has lAne w....I,to IN,ISfd h,n,VnI.Ya"dam.
ora am us corp ,.x.I to IN Nrrunto AlAsrd tt.,29tlyda,sd—___wygMbV
�1r�J THE AMERICAN INSURANCE COMPANY
1 lit a,
1 ST ATE OF CALIFOENIA,
CfT\ AND CM S"OE SAN Fit AK'LSAO �
Ip rw YW.n w Llean A `i--_ w' sitkIf of THE
rRtF aRl W. LEI/�r
CaEanlMm daK a s me dal,>.aa.dN dep>s`a aW vs ra N 1 YNoPresWam d THE AMF.RI(`A4 INSL'RA
rikad maW wbs sneeair Is, WJoa nf,N lft sa IN..lm.YeI.xitlof wad Caai t1w IN saw aA%cd"'IN
tiA(m nuw
is swA cary+oN xW.;tit n.a+w alRaed by order of IN RoaM d Qrccta,,'sand Cwpaatson aW IN,N wined In>name twit.,by Me swllea 1 INNITNESS NHEREOF.IN,e Nreunso xl n,MW aW aIRaeO m,oalsW uW INdayaM yap Nrcm FrN ahwe.edten
1
Ok FI('isl SE+prr�pNpaa 'l . �.• , l SBSIE K. iCAUFO
a C ►JUo�(AIIEoaIRA
� mk d corm d fIR AiEMnco .....
A ca..l.an L.era, D."W C[RTTFICATIE .
1 SIATF Of CALIE[YRNIA.
c'I"AND('(sl NT\OF SAN EEANC p'IS('(1 }
I , the
Aswtam 4nraq of THE AMERICAN INSURANCE COMPANY a NEW dERSLF('wlnn.l m.a,NF.RCbY'l'ER11Fs
INI th IaeFwry aW atlKNd PON'F it OF ATT(1RNE\' remum a tun tone aM has sW 6rtn rtYWrd aW lunhX)H *E CE IF
SKIIona N am t1 d IN R,Yw,W Ih Cprpo"n"' aW IN aaaohllw d tN Ra"N M fAracsa,.xt falh In IN io.r,of AIWN, an ms
Y tau
1 Sal"dand xakd a1IN Cny aWCoun11 dSan Fraw,Ko D.IrdIN5TH der,d SEPTEMER
.rrN_sa_awn
PROPOM
TO THE CITY OF RENTON
RENTON. WSHINGTON
Gentlemen:
' The Lmdersigned hereby certif,es that W�— has examined the site of the
proposed work and he% read and thoroughly understand S the plans, i
specifications and contract governing the work embraced in this improvement,
' and the melnod 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 cart be completed .,ch the whey available, in accordance with the
said plans, specifications and contract and the fo.lowing schedule of rates
and prices:
(Note: Unit prices for all items, ail
extension&, and total amount of
bid should be shown. Show init
prices both in writing and in
figures.)
' Signaturead.___
Add,ess -PO 'Xsai 9
Nantes of Members of Partnership: OL:y"VtA i,/e . '18507
OR -- .
Name of President. of Corporatior $.ILT c7 Lew
1 Name of Secretary of Corporation .m&„ n'. .,
Corporation Organized under the laws of t./Ajmj%ag e..
rWith Main Office in State of Nashingtoe at 01y..►.A
' CITY OF RENTON SCHEDULE OF PRICES
WEST HILL 1.4 MG RESERVOIR
SCHEDULE OF PRICES
WEST HILL 1.1 MG RESERVOIR
(Mate: Unit prices for all newts, all extensions Ind total amount of bid
suit be shown. Show unit prices In both words and figures and
' where conflicts occur, the written or typed words shall prevail.)
' APPROXIMATE
ITEM p1A%TITY DESCRIPTION UNIT PRICE TOTAL PRICE
On
1. LUMP SUN MORILIZATIDN/DEMMLIZATION $ _LS S�,�,
' SITE
��,PREPARATION S CLEAML'P C_T/ / t /
SLUMI'-S WORDS 7' ,isv -�_ft•yeyl^►t v r7 ✓�d"n0�'l(41'S
No Gr
LUMP SUM EARTHWORK S -"-- LS s 46� 5100,n
f �r h✓rlJa+d Je��
O LAW k WUR�Hr, Ce-
3. 125 TON CRUSHED ROCK AND GRAVEL `S /7.-O'1TJON
f r,
DER ON R S
A. SOD TON CLAS''. A STRUCTURAL 9ACKFILL SIki�2TON S M
i S 5 TORUS)s Fou r4y ('mac"PER T014 .
S. Ae0 C.v. CONCRFTF MONOATION S�CY S?t-6�,/dl v
S pCU IC Y D RD ��SCL`C�rr
--d , /lQVS
6. 470 S.Y. ASPHALT CONCRETE PAVEMENT s�SYY S OG
S R RE Y WORDS) G�
1
CITY OF RENTON SCHEDULE OF PRICES
NEST HILL 1.4 MC RESERVOIR
7. LUMP SUM STEEL RESERVOIR ANC p�
APPURTENANCES S LS S,2,?_ZC)CV.
�—�.ae�c�f-✓�� -F{covsarr�
' B. LUMP SUM FI�NISSHES o�Sn' S LS S�/�t
SLUMP SUM D.S)
9. LUMP SUM LANCSCAPIAUTOMATIC SPRINKLING
FENCING 6 _ZL
AUTOMATIC SPRINKLING SYSTEM S LS S
ttEURVWia�m >rouY hvr�rP,�TMMA
O (ors �Ltt /►�o Cc-�#s
a
10. LUMP SUM MECHANICAL S �-- Ls S "'
00
11. LIMP SUiA '.:LEMICALL / S LS
s UMP riw t rO A a :;FAe a snz d d o 0q r f
' Nn Cis
DO
12. LUMP SUM TELEMETRY CONDUIT 8 C'A�B�L�,E;�� S �' LS
6 itr7 9YS
SUBTOTAL
SALES TAX (7.6%)
TOTAL S `0
t ; six f hocMwnL
' ''�sryv�►� ho•n rr �l,�i�c�rn dol�as
No Gcn`{.s
2
i
CITY OF RENTON SCHEDULE OF PRICES
rNEST HILL RESERVOIR
iThe undersigned bidder hereby agrees to start construction on this
proJect, if awarded, within 10 days of Notice To Proceed and to complete
r0p work within 180 working days from date of execution.
r Dated this S day of SE,PT 19 84 .
y�
\/E7l l/i 8�1f �IetL �W QR�GA jOCS, N�'
' Signed
Title "F'crsnE-,Z
rAddress .0. ,. R
rQ6YmpoA IAA 9$50"1
Telephone oC 35; ?5?5
' City of Renton Business License No.
' State Contractor's License No. ]2E�tASF �aloA
ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA:
No. Date 8- z U- /08y
1 No. ,1 Date -a8 19$V
No. _ Date
No. _ Date
r
ti
r
r
r
r
1 � I
BOND TO THE CITY OF RENTON Bond No. SIC 641 2694
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned RESABJE STM FABRICATORS INC. F. O. Bon 9, Olyffuia,
98507
tsbstiittatm
principal, and THE AMERICAN II4SVRANC� 0WANy corporation 019anizee
and existing under the laws o the state o .LFJerstev e, a surety
corporation, and qualified under the laws Of the Sta t- Washington to become surrn upon bonds of contractors with municipal corporations, as surety are jointly and
severaily held and firmly bound to the City of Renton in the panel sum of
S ' for the paycen: Of which sum on demand we bind our-
se ves an our successors, heirs, administrato-s or oersOnal representatives, es the
' rise may be.
This obligation is entered into in pursue:..., f the statute, of the State of washing-
ton. the Ordinance of the City of Renton.
Dated at s Washington, this 7 �
d
' . . ay Of ,¢ , I
Nevertheless, the conditions of the above obligation are such that:
1"ae
' WHEREAS, under and pursuant to Ordinance (Or Resolution) No. 2295 providing for
lskst Hill 1.4 W, Reseilnix 14-489
' which contract is r! erre( to herein and s Made a part rap a{ t
and hpp •[t1i�cned hl re to),
' WHEREAS, the said principal has accepted, or is about to accept, the said contract, and
undertake to perform the »orL therein provided for in the manner and within the time
set forth;
' NOW, THEREFORE, if the said RELIABLE SI'F�I, FABRICATORS DC:
shall faithfully perform all o Nx provisions o said contract in the manner and within
' the time therein set forth, or within such extensions of time as may be granted under
said centract, and shall pay all laborers, mechanics, subcontractors and materialmen.
and all persons who shall supply said principal Or subcontractors wit, provisions ano
supplies for the carrying on of said work, and shall hold said City of Renton harmless
from any loss or damage occasl dead to any parson or property by reason of any care-
lessness or negligence on the part of said principal, or any subcontractor in the per-
formence of said work, and shall indemnify and hold the City of Penton harmless from
any damage or expense by reason of failure of performance as specified in said con-
tract or from defects appearing or developing In the material or wor manship provided
or performed under said contract within a period Of one year after its acceptance thereof
' by the City of Renton, than and in that event this obligation shall It Vold; but other-
wise it shall be and rate In In full force and off tt
off
MM, FABRCATORS, SNC.
' ,T 0.T 0�e •� 1'tesidta�t
i
CE MANY _
Revised: 8/16/83 4J -'SU=tAtt,,rney-in-fact
�• ai+ +\I THE AMERICAN INSURANCE COMPANY
' NN
�M 1b a11w-(AU MEN 81 REAF n a.�v m m pnftvp d r AMERICAN Ib ECIANCE r atl CouatP�.l Sun F.0 uu Crl falw nMa mwk rw�•lu�Jr nIJ
MPamtl,r flor,h,Ibw peunta make clman,ulr atl Apponl
AWAND MINORCHIO, VERNON H. GARNER, ONAR RRATRUO, WM. C. RISTINE, JACK M. TAMNEY,
JEFF RRATRUD, ROBERT h• PIERCE, RICHARD A. GUTTOMSEN. PATTI D. SUTTON. JACK P. SUTTON
and STEPHEN FELTUS
' Jointly or severally
Ra tr,d atl krful NtmNUU m Fct.rnh lull porn atl awhwny hr•eh.coMe•rad�n n+name.plwe and uetl.la eaerwe..............-- - atl YFa,r my atl ail lutla.utleaubrya.ncgn¢an:o a•mb,rntyn,INIlMavna m Ib nnwe tbind• .----.. -_._
t to btl Ib Cor"t.tbrM\as fully rid w lb umr r,lem n If awl hold.wen aymd h,Ib Rtagen, waw w nh,b romw wal f,b
' Corpwallon and duly Nln,rd h, na$rarrlu hercM nnfury ynd.,mhrm�q NI IMl lhr uq 1mvl,epaF�m Fwl llu,do m Ib lnrmlu.
Thn paw,, f nlor,ey m pained pur+win w AnKk Vill S-,1—M atl at Of R,A.,d THI AMERICAN INSURANCE(OMPAN\ row m lull
I."rnd tRw
41.Y,111 W.rwWn„aw•.efi,ys4.,,,r]i.„w•WW.w.wlr•xr A,r••n...T lr,w lw.ri,+414•MMwry
V(lrr.!ti Mxr J pwenn W r.•uh. \.t Im►u s_..iMn rww.wrnwr w r Vur J[„a.n 4 fYY.Y r4 rr t•.rew..r... ...w a,wr�NAmw.N..ww.w.�wi.•,.e.•.
Aam•..,.wwna,.rr..r...•..w.,w
i.r�i er •O, 0.A.Yamw.. y,.,e.,w.Irl rrMn.Yrr..wv+rraa,w•.r+x r•rYr.+l,'w Arrwr+ W......' w....•.•W W..r,rn..wwr Mr.en.r.n rtwrM n rn..!n nr Yo•I I Owes...r•rrw.•4ar„r w Y•rw•.�,w
iMA power of M4 l • atl"MM dm&f WA by 1b a1h>na AI IN,/oRo.y Re,wutlen hdaPled M Rlt Rord d D,rec,c.al TIES
AMEBIC AN INSCRA4CE COMPANY m r n,tetulR Oulf caRrd.tl MM on the `R,h dal d Srprmhr IaY, uM.aN R,wNtpl M.An hten
amended o rcpakd
' RESOL\'Fn dtui IM alnature a!an.N.e Roldrm A.aaml Se.ny,. old R<enknl A........Aram•.eJ da.Copurtlnm atl lbe ud•d IN.
Cwprnton ma,he a!M1atl m proud on ay powe,w anmmy ,m aln r<a a,uwn d anI pw•.dl m1u.m..w.m M,clrtaem,r W41 therrw h,
"mfxum atl w Mtllry upon Ib and am prawn a Comm'.o andrney an.n,aatan d a,paver d u,ow. a rntrtNatr bv,ry vdh lucaun�k'w a,w ,,facuduk wN 40 N,
..
t IN WETNESS WHEREOF.THE AMERICAN INSV,)LAWE COMPANY hn,awed thew p m,N,N aV"It,,n.V",Pnagent
ot .
WA da, plale 1ta1 w byereunto h dlytl h.,-r ",w NeVMERP N.]q_
' THE AMERICAN INSURANCE COMPAN\'
' STATEOFCAEAFORNIA. 1}
CRY ANDCOI'VTY O►SAN FRAM[IS(O 1
' a1,M•�.Q.Lb)w November .._ __ w24, bbrewprwnall,aw Mi 111 aIn M. LauEer
N me hnuwn rhp be-4 by M duly ,.wn dd depou Im v. 114i hr�. Vd Re,gtld q THE AMFRI( AN INSt'RANCF C04PAN1 the
Capn,mn If... dlaatl wlueheAecu,ed Ib ahn.e murvmem ,MIId Yin+w,Ibwal o/,rdC„pmaln.n Ihm,b wal aN,M,r,b uq muruwm r awh aarryune w0 IhN n ww a aT,ed ht ordrr of lb&r•d n1 Prec,wv nl uq CaRvnion ArA IMi b alned Ma name,hurl:by A"IN,
IN
WITNESSWHEREOF.IIrve breumawm,Mtlatl alhAed m,aRwylwtllb da.atl,eM brain Ma ahnewnden
F2oFFICIY( SEAL
MOai Mall(•(dlNO(3to r ---p
mr a co clder a Italy I,amn a
fM Ca.a�.lit r ar n.tMd CER(IFU ATF.
' STATE OF(ALIFORNI A.
CRY AND COIN OF SAN FRAN('IM'l1
111.IyItb undcn4nrd A,anuni Senoun •d THI AMFAICAN INSURANCE COMPANY a NEW IERSRY t'wFmmta.DO NERERY CERTIFY
Lwma1 M wld I N rhele b.pol ll,r (ar V,Elf OF A1T(MNF) nrwa, m lull/,dee r w Rm IMIR IIr" WA 111HbImin W. 4,uk VEII.
I.Iam pomm� and Ib Re,dul,m d Ib Ra1d d OIMa1a1a.M NM■Ib hw of Auww,,w It1w
1� n,
' SipMd atl eeMNm,bCln etl Gann r/Sun hancn.n DauulM�da,M, <�l
1
1of1
CONTRACTS OTHER THAN FEDERAL-AID FHWA
THIS AGREEMENT, wade and entered into this _!Ray of .,I IV
by and between THE CITY Of RENTON, Washington, a municipal corporation of
the State of Washington, hereinafter referred to as 'CITY" and
Reliable Steel fabricators, Inc hereinafter referred to as 'CONTRACTOF.'
WITNESSETH.
1) The Contractor shall within the time stipulated, (to-wit: within ta_
woraing days from date of commencement hereof 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 ai-d furnish all of the
labor, materials, appliances, machines, tools, egvipment, utility and
' transportation services necessary to perform the Contract, and shall
complete the construction and Installation work in A workmanlike manner,
in connection with the City's Project (identified as No. W-4gq
' for improvement by Construction and installation Of: The Wnct Hi11
1.4 Million Gallon Reservoir
All the foregc+ng Shall be timely performed, furnished, Constructed,
Installed and completed in Strict conformity with the plans and spec-
ifications, including any and Ali addenda issued by the City and all
other documents hereinafter enumerated, and in full compliance with All
applicable codes, Ordinances and regulations Of the City Of Renton and
any other governmental authority having jurisdiction thereover. It is
further agreed and Stipulated that all of said labor, materials.
Appliances, machines, tools, equipment and services shall be furnished
2of7
Contracts Other Than Federal-Aid cr1WA
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-
ments of or arising under the Contract.
1
2) The aforesaid Contract, entered into by the acce)tsrce of the Contractor's
' bid and signing of this agreenent, consists of the following documents,
all of which are component parts of said Contract and as fully a part
' thereof as if herein set 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 8 Plans
f) Bid
' 9) Advertisement for Bids
h) Special Provisions, if any
' i) Technical Specifications, if any
3. If the Contractor refuses or fails to Prosecute the work or any part
thereof, with such diligent: as will insure its completion within the
time specified in this Contract, or any extension in writing thereof,
' or fails to complete said work with such time, or if the Contractor
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
Rev. :'B3
' Contracts Other Than Feceral-Aid FNMA 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
rintention to terminate the Contract, and unless within ten (10) days
after the serving of such notice, such violation or non-compliance of
any provision or the Contract shall cease and satisfactory arrangement
for the correction thereof be made, this Contract, shall, upon the
expiration of said ten (10) day period, cease and terminate in every
irespect. In the event of any such termination, the City shall immediately
serve written, notice thereof upo^ the surety and the Contractor and the
surety shall have the right to take over and perform the Contract,
provided, however, that if the surety within fifteen (15) days after
the serving upon it of such notice of termination does not perform the
Contract or does not commence perforeence thereof within thirty (30)
days from the date of serving such notice, the City itself way take
aver the work under the Contract end prosecute the same to completion
' by Contract or by any other method it may deem advisable, for the
account and at the expense of the Contractor, and his surety shall be
' liable to the City for any excess cost or other damages occasioned the
City thereby. In such 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
and other properties belonging to the C.-retractor as may be on site of
the project and use"ul therein.
a) The foregoing provisions are in addition to and not in limitation of
any other rights or remedies available to the City.
Contracts Other Than Federal-Aid FHMA 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
' same 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 with the Contract
to be performed hereunder, including loss of life, personal injury
and/or damage to property arising from or out of any occurrence,
omission or activity upon, on or about the premises worked upon or in
any way relating to this Contract. This hold harmless and indernification
provision shall likewise apply for or on recount of any patented or on-
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 Con•ract.
' In the event the City shall, without fault on its part, be made a party
1 to any litigation commenced by or sgainst 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
In connection with such litigation. Furtherm: e, Contractor agrees to
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants,
provisions and agre^ments hereunder.
6) Any notice from one party to the other party under the Contract shall
1 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 :,c�
Contracts Other Than Federal-Aid FA 5 of J
' notice as heretofore specified shall be given by personal delivery
thereof or by depositing same in the United States mail, postage prepaid,
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 Contract not later than 180 working days
from the date of corrwncement. For each and every working day of delay
1 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 —Three Hundred Fifteen and nol100 Dollars (S315 00)
' as liquidated damages (and not as a penalty) for each such day, which
shall be paid by the Contractor to the City.
' 8) Neit, the final certificate of payment nor any provision in the
Contract nor partial or entire use of any installation provided for by
this Contract shall relieve the Contractor of liability in respect to
any warranties or responsibility for faulty materials or workmanship.
The Contractor shall be under the duty to remedy any defects in the
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 s-ecified. The City
will give notice of observed defects as heretofore specified with
' reasonable promptness after discovery thereof, and Contractor shall be
6 of 7
' Contracts Other Than Federal-Aid FiiWA
obligated to take immediate steps to correct and remedy any such defect,
fault or breach at the sole cost and expense of Contractor.
i
' 9) The Contractor and each subcontractor, it any, shall submit to the
City such schedules of quantities and costs, progress schedules, pay-
rolls, reports, estimates, records and miscellaneous data .ertaining
to the Contract as may be requested by the City from time to time.
10) The Contractor shall furnish a surety bond or bonds as security for the
faithful performance of 'he Contract, including the payment of all
persons and firms performing labor on the construction project under
' this Contract or furnishing materials in connection with this Contract;
said bond to be in the full amount of the Contract price as specified
in Paragraph 11. The surety or sureties on such bond or bonds must be
' duly licensed as a surety in the State of Wasnington.
11) The total amount of this Contract is the sum, of live.Hun Gred ihirty_,Si.
(S536,713.10)
Thousand Seven Hundred Thirteen aU_10j100 Dollar9+hich includes Washington
' State Sales Tax. Payments will be made to Contractor as specified in the
"Special Provisions" of this Contract.
' Rov. 6/63
' Contracts Other Than Federal-Aid FHWA of
' 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
yoa�r
' 4eaifa��__ .
ATTEST:
4
d b/a Rcua&,,t S F� � : ,T
a Ikt
Individual_ Partnership _
' Corporation Y_ q y..,,,,,�s, Corporation
Ttate o ncorporation
Attention:
If business is a CORPORATION, name of the corporation should be listed in
' full and both President and Secretary must sign the contract, OR if one
signature is permitted by corporation by-laws, a copy of the by-laws shall
be furnished to the city and made a part of the contract document.
' 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 one partner
' wy sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should
appear followed by d/b/a and name of the company.
Pe aw9
RELIABLE S1 : 'L FABRICATORS, INC. ; „,,
um
OLYMPIA.WASHINGTON 98507 0009 W'117
m e m Mt 41
s:ulava
On September 25, 1984, a special meeting of the Board of Directors
of Reliable Steel Fabricators was told At the office of the corporation.
Present were Susan Olson, Coi le Olson, Jerry Olson and Bar' Olson.
But explained that it was necessary for the Board to fc tally declare
who is authorized to enter the corporation into contracts.
Susan moved and Connie seconded that either Jerry or Bart alone would
' be authorized to sign contra, documents for the corporation. The
motion was passed unanimously.
There being no further business, the meeting was adjourned.
ec yet ary
' presi ent
++
+
naUtm4l a *"Nzl 1[ous ttcu • IN ee rwna a app,[s • OR +•rn ONE a a(rtK 1N1,{s
elAwT IOCAT.Ok I[[a +raT ••r DR,,[
Of •
9 27-84
---
TTae="=K a fATTw a alro�elArgN OILY ATo oovalr
Bratrud Middleton Insurance Brokers No wwm uRaTeMr Te NONna TTaacur.lunoow No*AIIUr.
aetelr a Aua M Awaaw er M Nallna aewW.
P. 0. Box 1120$, __
Tacoma, We 98411 CGIIPANM APFOPDM COVERAGE
j LE A CANADIAN INDEMNITY
ILM — • HOLLAND AMERICA INSURANCE CO.
Reliable Steel Fabricators, Inc. --
P. 0. Box 9 v C N1S510N NATIONAL i. ;URANCE CO.
O 1 ymp i a, We 98507 rccs►"NY p -`-- - --------
,rmen
t
TTw r M Cap—Twi"OLKla a<NYUNAr1C1 LWYND a60W wYe e�1 ralrp TO M aryls NMrO ASONa 104 T4E MIICy"fRApeptaf Eo
xehRlr1" r MY NEOUNINIENY TIM 011 OT. �WITH N!Y{CT To MMiCw TMy URT►"T\Mr
w Mlm pN reucn YAY NaRTAM.TNe x IICE•aC PRao IN TMRoUO O O<atlw watcr EO Ntlrr r a TO All TMrEwr ErGtuax M M, ,e,
Txar a auw�.
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e•Iww 111044e -- --
A e N"ImAt wNe COM 574 489 II-1-83 11-1-84 "' f I,000 f1,000 w
RlUN44FMnOe
°it,1u10 H 91516 ^ 11-1-83 0 11-1-84 � $ 100* S 100t
MraeTswlnTnLVN xRNTTua ! —
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A MITN,Jn BA 466210 11-1-83 11-1-84 *"MO,I 5001 '
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C x :Rrrlu roM NN 000144 11-1-83 11-1•84 Wmii o f S.000 'f5,000
�meN Mas awelu IDIw
Wolarlw OOMPe T Washington State Tn"ni�0"
Mr Fund ... 'fAC%1031111e
lrKOYW'oxalic __ M1 M4000 LAST,
f �oelAxaxxtaTsa'
oTTwl
pEXM"Ixl O• TFMS
As reseects7 West Hill 1.4 MG Reservoir W-489. It is understood and agreed, THE CITY OF RENTON
and RN3 ENGINEERING are added to the above policies as additional Insureds, but only as
respects this proiect.
CITY OF RENTON E11auLo AN.ar M MIONa waCNreo"OLICaa w CMKiLLSO crow M u.
Municipal Building �Tt CAT% TMEMor TNa s a aun C011RANY WILL aRwRNM+v
D OAra MCTT[N Not"TO nr CERTTntAIE MOLOEA NAINO TO Tr
200 Mill Avenue South eur•.eawNa araN«o.TaalwaaareeNowAxrwellwnRvw
Renton, WA 98055 "� 4Jie RawaoRxwwRan.:w
O
.ry
�Z�zCai]-2iiZffiSaaatlaS'➢naix].iL"r_"2
DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BYLAW AS A
CONST CONI iENtNAI M
' H
u°n"G`^a*wu tswla rn q
cc -EELIASf2i2CA 9/CT/65 STAYE OF WASHINGTON M
SELIAiLE iTEEI FAIRICATOAi p
R O.tCX 9 M
OLTRRlA WA 965CT M
' ]EixiL1➢L21]l➢L1➢`C]II L�� �r���r��r _T.lIIi]il3IIL:L i.L;n;]IIL2i;lIIL]II;➢II
R
1
t
Application for General Business License
ttllf �_ BBNENED
We state Waloess Benton Bus1MM
Ma state '.. No 06 I[I q i4 License No.BijAAS 2620 Llct ..e M. L1S/�l
�irtes. Namr TZLlIII t 1-----�L17 �F l F&&ttCa.TpM'rwe: wnrr wr�*.
Loeation -' Pw.a� Je/. (, Address
�)Lintt�t(9 Ll,"i �1SSt�,-/
Wsines. phc:�y MA 1'i 1.5 Owner Phone S.
Tang
1 reas_ P O $ON Q Emergency Bers .Bd Phrase Muslat.
—.Cir wtau �IS�A QPi50'( _ 1 'AFL•r OlLoo phi
.35a i?a4
— 2 ---s�Grr�r�a._•aL_ eta V3 ses7
tIness Type—
k all items that app,y _ Describe type of business--
Name business __ isles QT[et_ �p 9llt O'TPSfJ
Office Service
J\ Contractor Industry-Nanufacturt
1otel/Motel Institution-Education —
Date Business Opened _ IS 14
ttaah form f-i far COkmene A y 2l,: B MWSS s1sEE pry LBBTO a tote F-2 for f VJ6S MIBPEBB LOCATED IllSitK CRy tlfaTe)
Mart bola, the total number of employees (including owe»), the lirinse fee, psrnity, if any, and
the total fee tlue. Bvsinesaee outride tM City Limps, count only those employees wrking in the City
Ielty fee :hedule for failure to pay License fee within thirty (30) days of date due is 5e of the
Sense fee for the first month and an additional 5% for each a••- irding month, not t^ xceed 25%.
FATE PASIC FEE No. MrwyEts 1. CENSE FEE PENALTY TOTAL PLL
IA. 1 through 5 Employees 5 40.00 3 uo.no _O_ yn-OU
B. 6 through 10 Employee. 60.00
'C 11 through 20 Employees 120.00
D. 21 through 100 Employees 240.00.
plus 55.00 per employee -- - --
over 21 an amber
�E. 101 through 2OU armployees 640.00.
plus $3.50 per employee ---
over 101 in nuMer
P. 201 or more Employee. 500.00.
Plus 63.00 per employee over 201 in number
mut:fy thOl tM statement. and Into—Aon f"b"hOd by tm en this eM"o...on eta 'y" and tsplete. to tae N.t of a, bwrle0a.. 1 LOP tNt tnt .Utement. aM Inlnrmetlon futnLhed by rn on thl. application ... puplla t.a'ordt eM ate eralNle for public ln-
Ln P ees"ttt to st&tte Of
VbOhl slM are 41-1]-]60.
P•�are CQJ[1YP� �Jamia,� Titl. riLulOe�liT' ht. -`�-�l
City of Benton Lieana. 0111.ion
^tmpLted applleetlon to. 200 Kill avenue South
k to.. m.hLgton 96055
235-16"
ICL USE ONLY 7 --
cn city is .y ( w m. -• —
Add"4va No. 2
August.2A, 1484
Pagr S
Adoendua hc. 2 is heresy Made a part of tiv, Contract
tens and coi,ditions are fultf binding on ! planholder :
Tht coatroctor shalt acknowledge receipt Of ,,ris Addendum
in the spacz Provided below and attaching it t.^ his proposal. ...
R42 D61%F R1R6. F.S. y
R`icha rd H. Harbert.
I.sued: Augvat 29, 194
Received at Acknowiaoged: (To Be Submitted wtith Proposal) `-
' Ah"U am fah31CATGAS,uic,
�ontract,ir �� `-
�--� OLvarrut ma.saaaa t«.
,
We—
PENT
!'t e
IMP
1 4. 1
v r .
,s
' Y
1
1
1 HWY-R32320-AA PREVAILING MINIMU.i HOURLY WAGE RATS AUGUST 06. 1984
OCCUPATION: CARPENTERS
1 LOCATION: CLALLAM. GRAYS MARSOR, ISLANC. JEFFERSON. KING. KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
1 EXTrNDED DUE WEST TO THE PACIFIC OCEANI. PIERCE , SKAGIT.
SNOHOMISH. THURSTON AND WHATCOM COUNTIES.
FRINGE BENEFITS
1 APPRENTICESHIP .06 f/��R . STATE
HEALTH ALA) WELFARE 1
PENSION I.40 /HR. STATE
i CT4L HOURLY BENEFITS 1.35 f/HR. STATE
2.81 f/NR. FEDERAL
1 WAGE RATES
OCCUPATIUw OCCUPATIUN
C0)E STATE FEDERAL
OESCRIPT ION
1 RATE RATE
070-0010 ACCOUSTICAL FOREMAN 18,)8
1 070-3020 ACCOUSTICAL WORKER 18.38 17.38 OTO-0030 BOOM MAN 370-0040 BRIDGE. DUCK AND WHARF BUILDER -- 17.47
070-00NO CARPENTER 17.42 17.42
070-GIUO CARPENTER - WORKING BURNED. CHARRED, 17.22 17.22
1 1T.32 17.22
CREOSOTED OR TREATED MATERIAL
070-0070 CARPENTER FOREMAN 18.22
9 OTO-0140 DRYWALL APPLICATOR 1 .22 17.22 070-3150 FLOOR FINISHER 17-ZZ 070-0160 FLOOR LAYER 1 17.
5 17.35
C70-0170 FLOOR17.
SANDER 1 17.35 17.35
17 T7
3S l7 070-3200 MILLWRIGHT ANC MACHINE ERECTOR _070-0210 MILLWRIGHT FOREMAN 1 .72 OTO-0250 PILEDRIVER
070-3260 PILEDRIVER FOREMAN 17.42 17.42
1847
07D-O2 TO PILEDRIVER FOREMAN - ON POWER RIGS WHILC 18.77
DRIVING AND/OR PULLING PILING
070-3100 SAW FILER 17.35 17.35
070-0310 SH(NGLER - WUOO AND COM='CSIT WN 17.35 17.35
070-1330 STATIONARY POWER SAW OPERATOR 17.35 17.35
070-3340 STATIONARY POWER 600DWORKING TOOL OPERATOR 17.35 17.35
i
1
1 We ST. HILL 1.4 M6. RESERVOIR
:ITY OF RENTON
PAGE 1
1
' HWY-R32320-AA PREVAILING MINIMUM HOURLY RAGE RATES AJGUST 06. 1984
OCCUPATION: CARPENTERS
' LOCATION: CLALLAM. GRAYS HAR80R. 1SLANC. JEFFERSON. KING, KIISAP. LEWIS,
MASON. PACIFIC (NORTH OF WAHKIAKUN COUNTY NORTHERN BOUNDARY
ERTENDED DUE REST TO TMF PACIFIC OCEAN). PIERCE. SKAGIT,
SMDHOMISH. THURSTON ANC WHATCCM COUNTIES.
' OT 11111
070-TO10 STATE: OVERTIME-KING COUNTY
THE FIRST 2 HOURS IN EXCESS CF 8 HOURS PER
' DAY AND ALL HOURS WORKED IN EXCESS OF 40
HOURS PER REEK, MCNDAY THROUGH FRIDAY. SHALL
BE PA'l AT ONE AND ONE-HALF TIMES THE REGULAR
t RATE OF 'AV.
070-4020 STATE: OVERTIME-KING COUNTY
T4E FIRST 2 HOURS IN LKLESS OF B HOURS PER
DAY AND ALL HOURS WORKED IN EXCESS OF 40
' HOURS PER WEEK, MCNDAY THROUGH FRIDAY. SHALL
BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR
RATE OF PAY .
070-9110 ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED
ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE
PAID AT DOUBLE THE REGULAR RATE OF PAY .
070-9210 STATE: OVERTIME- ALL OTHER COUNTIES
THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER
DAY. MCNDAY THROUGH FRIDAY. AND THE FIRST 10
HOURS WORKED ON SATURDAYS SHALL BE PA10 AT
' ONE AND ONE-HALF TIMES THE REGULAR RAYTE OF
PAY.
070-'. 310 ALL OTHER OVERTIME HOURS, MCNDAY THROUGH
' SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND
HUI.IOAYS SHALL BE PAID AT DOUBLE THE REGULAR
RA(E 01 f'AY.
WEST. HILL 1.4 M6. RESERVOIR
CITY OF KENTON
PAGE 2
HWY-R32320-AA PRFVAILiNG MINIMUM HOURLY WAGE RATES AUGUST 06, 1984
OCCUPATION: CEMENT MASONS
LOCATION: <ING COUNTY ITHAI PORTION NORYN OF A STRAIGHT LINE UN 19OTH
STREET SW WHERE IF STARTS AT IMF PUGET SOUND AND EXTENDS EAST
' i0 THE COUNTY LINE).
FRINGE BENEFITS
HEALTH ANU WELFARE I.60 3/HR. STATE
PENSION 1.75 3/HR. STATE
TOTAL NUURLY BENEFITS 3.30 t/HR. FEDERAL TRAINING FUND .LO 3/HR. STATE
WAGE PATES
OCCUPATION OCCUPATION
CODE DESCRIPTION STATE FEDERAL
RATE RATE
GROUP l
090-0260 APPLICATION OF SEALING CCMPCLNO 17.86 16.95
090-0015 CEMENT MASON - BUILDING GENERAL 17.86 16.95
090-0210 CONCRETE PAVING 1T.86 16.95
090-0240 CURB AND GUTTER 17.
' 11911-013O 86 16.95
17. 6 16.95 CURING CONCRETE
090-3220 PATCHING CONCRETE 17. 86 16.95
090-0250 SIDEWALKS 17.86 16.95
tGROUP 2
090-0330 APPLICATION OF UNDERLAYMENT 18.11 I7.20
090-03SO COMPOSITION MASTIC 18.L1 17.20
090-0280 CONCRETE SAW (SELF POWERED) 18.1/ 17.20
090-0360 EPDXY 18.11 17.20
' 090-0310 FINISH CULOREU CONCRETE 18.11 17.20 090-0075 GRINDER. HAND POWERED 18.11 1 20
091-0370 GUNITE NOZZLEMAN 18 .11 17.20
090-0270 PLASTIC 18.11 I7.20
' 090-0290 POWER TOOLS (GRINDERS rANO AIL OTHERS) 18.11 17.20
09D-U300 SANDBLASTING ARCHITECTUAL FINISH 18.11 17.20
090-3320 TUNNEL WORKERS 19. 11 17.20
GROUP 3
090-0340 TROWEL MACHINE ON COLORED SLABS. 18.36 17.1,
' COMPOSITION OR KALMAN FLOORS
' WEST. HILL 1.4 N6. RESERVOIR
: ITY OF RENTON
PAGE 6
HWY-R12720-AA PREVAILING MINIMUM HOURLY GAGE RATES AUGUST 06. 1984
UCCJPATIGN: CEMENT MASONS
' LOCATION: KING COUNTY (THAT PORTION NORTH CF A STRAIGHT LINE ON 190TH
STREET SW WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST
' TO THE COUNTY LINE1.
OTHER
t 090-D090 STATE: FOREMAN - S 1.25 PER HOUR ABOVE THE
•,IGHEST PAID JOURNEYMAN UNDER HIS SUPERVISION
090-9091 OVERTIME: THE FIRST 2 HOURS IN EXCESS OF 8
HOURS PER DAY, MONDAY THROUGH FRIDAY. AND THE
FIRST HOURS ON SATURDAY SHALL BF PAID AT
ONF. AND ONE-HALF TIMES THE REGULAR RATE. ALL
OTHER OVERTIME HOURS AND SUNDAYS AND HOLIDAYS
SHALL RE PAID AT DOUBLE THE REGULAR RATE.
t
4EST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
' PAGE I
■
' HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
OCCUPATION: ELECTRICIANS
' LOCATION: CLALLAM. JEFFERSON. K16(, AND KITSAP COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE .985 $/HR. STATE
NEBF 3.00 Z STATE
PENSION 3.00 i FEDERAL
PENSION - LOCAL 2.30 $/HR. STATE
TOTAL HOURLY BENEFITS 3.385 f/HR. FEDERAL
' TRAINING FUND .10 %/HR. STATE
WAGE RATES
OCCUPATION UCCUPATION STATE FEDERAL
CO)E DESCRIPTION RATE RATE
' 170-3010 CABLE SPLICER 19.38 :9.38
170-3010 CONSTRUCTION STOCKMAN 8.8L
170-0040 ELECTRICIAN 17.62 17.62
' 170-005O FOREMAN 19.38 --
170-L060 GENERAL FOREMAN 21.14
WEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 10
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES PUGUST 06. 1984
OCCUPATION: ELECTRICIANS - LINE CCNSTRUCTIUN
' LOCATION: STATEWl'
' FRINGE BENEFITS
APPRENTICESHIP .50 1 STATE
HEALTH AND WELFARE 1.00 t/MR. STATE
' NEBF 3.00 % STATE
PENSION - JOURNEYMAN AND ABOVE 2.00 t/HR. STATE
PENSION - GROUPS 1, 2 AND 3 3.50 Y FEDERAL
PENSION - GROUPS 4. 5 AND 6 3.50 1 FEDERAL
PENSION - ALL OTHERS I.30 t/HR. STATE
TOTAL HOURLY BENEFITS - 3.00 t/HR. FEDERAL
GROUPS 1 TO 3
TOTA: HULIRLY BENEFITS - 2.30 S/HR. FEDERAL
GROUPS 4 TO 6
VACATION .10 t/HR. STATE
' WAGE RATES
' OCGUP4TION OCCUPATION STATE FEDERAL
CO)E DESCRIPTION RATE RATE
I90-)010 APPRENTICE LINEMAN: 1ST 6 MONTHS IO.GI -
' I90-0020 APPRENTICE LINEMAN: 2RD 6 MONTHS 1I.71 _=
190-003U APPRENTICE LINEMAN: 3RD 6 MONTHS 12.79
190-0040 APPRENTICE LINEMAN: 4TH 6 MONTHS 14.59 --
190-0050 APPRENTICE LINEMAN: STH 6 MONTHS 15.31
190-0060 APPRENTICE LINEMAN: 6TH 6 MONTHS 16.03
190-3070 APPRENTICE LINEMAN: TIM 6 MONTHS 16.75 --
' I90-0350 CABLE SPLICER FOREMAN 21.23 --
190-3360 LINE CREW FOREMAN 19.30
190-0230 PDLE SPRAYER LEARNER: 1ST 6 MONTHS 15.43
190-0240 POLE SPRJ YEA LEARNER: 2ND 6 MONTHS 16.17 --
190-3250 POLE SPRAYER LEARNER: 3RD 6 MON INS 16.71 =�
190-0310 TREE TRIMMER FORF$AN 18.67
190-0300 TREE TRIMMER TRAINEE: IST 6 MONTHS 14.63
' 190-3110 TREE TRIMMER TRAINEE: 2ND 6 MONTHS 14.90
190-0320 TREE TRIMMER TRAINEE: 3RD 6 MONTHS 15.13
190-3330 TREE TRIMMER IRA NLE: 4TH 6 MON fHS 15.37 --
GROUP 1
190-0110 CABLE SPLICER 19.93 20.03
190-0220 POLE SPRAYER LEADMAN 19.91 20.03
WEST. H:LL 1 .4 M6. RESERVOIR
CITY 01- RENTUN
PAGE 11
e
' HWY-R 32320-4A PREVAILING -;NIMUM HOURLY WAGE RATES AUGUST 06. 1984
OCCJPATION: ELECTRICIANS - LINE CONSTRICTION
LOCATION: STATEWIDE
' WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
C 03E DESCRIPTIUN RATE RATE
' GROUP 2
' 190-0160 HEAVY LINE EQUIPMENT MAN t8.01 10. 11
190-0200 LINEMAN 18.01 18.11
190-0210 POLE SPRAYER 18.01 18.11
' 190-3140 WELDER, CERTIFIEC 18.01 18. 11
GROUP 3
' 190-1210 TREE TRIMMER 16.25 16.35
GROUP 4
' 190-0190 LINE EQUIPMENT MAN 15.51 15.61
GROUP 5
I90-0140 HEAD GPOUNUMAN 13.56 13.66
190-3150 HEAD GROUNOMAN - CHIPPER 13.56 13.66
190-0170 JACRNAhME1 AN 13.56 13.66
190-0260 POWOEPMAN 13.56 13.66
' GROUP S
190-0130 GROUNDMAN, HOLEDIGGER 12.74 12.84
190-0290 TREE TRIMMER HELPER 12.74 12.84
' OTHER
I90-9190 FkDEROI ZONE DIFFERENTIAL
IAOD TO BASE RATER
ZONE I - 0.00 '0-3 MILE RADIUS FROM GEO-
GRAPIC CENTER OF SEATTLE. TLCOMA,
PORTLAND, MEUFORO"
ZONE 2 - 2.40 "3-20 MILE RADIUS FROM SEATTLE,
TACOMA, PORTLAND, MEDFORD, AND 0-20
' WEST. HILL l .4 M6. RESERVOIR
:ITV OF RENTON
PAGE 12
64WY-R31320-44 PREVAILING MINIMUM HOURLY WAGE RATES AJGUST 06. i984
OCCUPATION: ELECTRICIANS - LINE CONSTRUCTION
tL .1TION: STATFWIDE
OTHER
190-4191 MILE RADIUS FROM THE BASE POINTS"
IUNE 3 - 3. 15 "20-35 MILE RADIJS FROM BASE
POINT CENTER"
ZONE 4 - 3.90 "35-50 MILE RADIUS FROM BASE
POINT CENTER"
1 ZONE 5 - 5. 15 "OVER 50 MILE RADIUS FROM BASE
POINT CENTER"
190-9192 BASE POINTS:
BELLINGHAM, ELLENSBURG, FPHRAT4♦ EVERETT,
KENNEWICK. LONGVIEW, OLYMPIA. SPOKANE,
WALLA WALLA. WENATCHEE, LAKEVIEW. PENDLETON,
WILBUR. YAKIMA. ASTORIA. BAKER, BEND, BURNS.
CORVALLIS. THE DALLES, EUGENE, KALAMATH FALLS
ROSEBURG. UMATILLA. CDLUR D`ALENE, KELLOG.
193-9193 KELLOGG. LEWISTON. OROFINO. SANOPOINT. SALEM.
t
1
WEST. HILL 1.4 M6. RESERVOIR
:1 TY OF RENTON
' PAGE 13
4WV-R3232J-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06, 1984
OCCUPATIUN: FENCE ERECTORS ANU FENCE LABORERS
LOCATION: CLALLAM. GRAYS HARBUR, ISLAND, JEFFERSOY, KING. KITSAP. LEWIS.
MASON. PACIFIC INCIRTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TJ THE PACIFIC OCEANI. PIERCE. SKAGIT.
SNOHOMISH. THURS70N ANC WHAICOM COUNTIES.
FRINGE BENEFITS
TOTAL HOURLY BENEFITS 2.88 $/HR. FEDERAL
WALE RATES
OCCUPATION OCCUPATION STATE FEDERAL
' CODE DESCRIPTION RATE RATE
25D-00I0 FENCE ERECTOR 13.00 --
250-0020 FENCE LABORER 10.95 15.16
' 4EST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 14
Y'
' iWY=R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
OCCUPATION: IRONWORKERS
' LOCATION: STATEWIDE
' FRINGE BENEFITS
APP4ENTICESHIP .2G $/HR. STATE
HEALTH AND WELFARE 1.00 S/HR. STATE
' PENSION 2.15 3/HR. STATE
TOTAL HOURLY BENEFITS 4.15 S/HR. FEDERAL
' WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
330-3010 BURNERS 18.04 --
330-3100 FORMAN 19.54 --
' 330-0110 GENERAL FORMAN 20_54 --
330-0005 IRONWORKERS 16.04
330-0040 ORNAMENTAL 18.04 --
330-0050 REINFORCING 18.04 =_
330-0060 RIGGERS 18.04
330-3080 STRUCTURAL 18.04 --
330-0090 WELDERS 18.04
WEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 15
3,.
eHWY-RI2320-AA PREVAILING MINIMUM MOURN WAI° RATES AUGUST 06, 1984
QCCUPATION: LABORERS
LOCATION: Ct.ALLAM. GRAYS HARBOR. ISLAND, J':FFERSON. KING. KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
' EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT.
SNOHOMISH, THURSTON AND WHATCCM COUNTIES.
■y FRINGE BENEFITS
■ HEALTH ANU WELFARE 1. 75 $/HR. STATE
PENSION 1.45 $/HR. STATE
t TOTAL H, URLY BENEFITS 3.43 %,HR. FEDERAL
TRAIYING FUND .13 3/HR. STATE
' WAGE RATES
)CCUPITION OCCUPATION STATE FEDERAL
COUE DESCRIPTION RATE RATE
' GROUP 1
' 350-2I00 WINDOW CLEANER 8.46 10.13
GROUP IA
350-0350 CLEAN-UP LABORER 8.46 15.L6
GROUP 2
353-000O BATCH WEIGHMAN 10.78 15.16
350-0460 CRUSHER FEEDER 10.78 15.16
i•-1260 PILOT CAR 10.78 15.16
.�0-1870 TOOLROOM MAN (.AT JOB SITE) 10.78 15. 16
GROUP 3
350-OI10 BROOMER 14.96 15.16
350-0130 BRUSH CUTTER 14.96 15.16
350-OL50 BRUSH HOG FEEDER 14.96 15.16
350-0190 BURNERS 14.96 15. 16
350-0220 CAR AND TRUCK LOADER 14.96 15.16
350-0280 CEMENT HANGER 14.96 15.16
' 350-0300 CHANGE-HOUSE MAN CA DRY SHACKMAN 14.96 15.16
350-0J20 CHOKER SETTER 14.96 15.16
350-3360 CONCRETE AND MONOLITHIC LABORER 14.96 15.16
1 350-0390 CONCRETE FORM STRIPPER 14.96 15. 16
WEST , MILL 1.4 M6. RESERVOIR
V1Y OF RENTON
PAGE 16
' HWY-R3232J-AA PREVAl3 :NG MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
OCCUPATION: LABORERS
' LOCAT104: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON. KIKG. KITSAP, LEWIS,
MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
SXTENDED DUE NEST TO THE PACIFIC CCEAN), PIERCE. SKAGIT.
SNOHOMISH, THURSTON AND WHATCOM COUNTIES.
WAGE RATES
OCCUPATIGN OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
GROUP )
350-0470 CURING CONCRETE 14.16 15.16
350-3520 DEMOLITION. WRECKING AND MOVING IINCL. 14.96 I5.16
CHARRED MATERIALS)
3SO-0530 DITCH DIGGER 14.96 15.16
350-0550 DRIERMAN 14.96 i5.16
35D-0660 DUMPMAN 14.96 15.1r,
350-0700 ELE;A:CR FEEDER 14.96 15.16
' 350-0725 FALLF,� NO BUCKER -- HAND 14.96 15.16
350-0750 FINE GRALERS 14.96 15.16
350-0i8D FORM SETT33 14.96 15.16
350-382D GENERAL '. lBOREN 14.96 15. 16
350-0870 GROUT MIC31NE HEADER TENDER 14.96 15.16
350-3940 HEADER LABORER AND WARD RAIL ERECTOR 14.96 15.i6
350-0970 HOUSE /.RECKER 14.96 15.16
350-1100 MATERIAL YARDMAN (INCLUDING ELECTRICAL) 14.96 15.16
350-1160 NIPPER-SWAMPER 14.96 15. 16
3SO-1350 PITMAN 14.96 lS.l6
' 350-1370 POT TENDER 14.96 15.16
350-1530 RIPRAP MAN 14.96 15. 16
350-1640 SCALEMAN 14.96 15.16
350-1690 SKIPMAN 14.96 15.i6
350-1720 SLOPER SPRAYMAN 11.46 15. 16
350-1790 STOCKPILER 14.96 15.16
350-1890 TRACK LABORER 14.96 15.16
' 350-1930 TRUCK SPOTTER 14.96 15.16
3SO-2130 VINYL SEAMING 14.9L 15.16
GROUP 3A
350-OO10 ANCHOR MACHINES 14.96 15.50
350-0080 BALLAST REGULATOR MACHINE 14.46 15.50
350.3240 CARPENTER TENDER 14.96 15.50
' WEST. HILL 1.♦ M6. RESERVOIR
CITY OF RENION
PAGE 17
1
' N1Y-R32120-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
OLCUP4T1ON: LABORERS
' L3CATION: :LALLAM. GRAYS HARBOR, ISLAND. JEFFE(.SON, KING. KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
' EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT.
SNOHOMISH• THURSTON AND WHATCCM COUNTIES.
WAGE RATES
' OCCUPATION OCCUPATICN STATE FEDERAL
C0DE DESCRIPTION RATE RATE
' GROUP )A
' 350-0310 CHIPPER 14..96 15.53
350-0330 CHOKER SPLICER 14.96 15.50
350-)340 CHUCK TENDER 14.96 15.50
350-0710 EPDXY TECHNICIAN 14.96 15.50
350-0810 GABION BASKET BUILDER 14.96 15.50
350-0860 GRINDERS 14.96 15.50
3SO-0880 GROUTMAN IPKESSUREI , INCLUDING POST 14.96 15.50
' TENSION BEAMS
350-1250 PAVEMENT BREAKER. UNDER 90 LBS. 14.96 15.50
350-1320 PIPE POT TENDER 14.96 15.50
350-1340 PIPEWRAPPER 14.96 15.50
' 350-1390 POWOFRMAN HELPER 14.96 15.50
350-1400 POWER BUGGY OPERATOR 14.96 15.50
350-1410 POWER JACK$ 14.96 15.50
' 350-15:C RIBBON SETTER. HEAD 14.96 15.50
350-1550 RIPRAP MAN, HEAD 14.96 15.50
350-1580 RUDDER 14..96 )5.50
350-1710 SLOPER (OVER 20, 1 !4.96 15.50
150-1765 STAKE HOPPER 14.96 15.SO
350-1830 TAMPER IMULTIPLEI 14.96 15.50
350-1980 70PHAN - TAILMAN 14.96 15.50
' 350-2030 VIBRATING SCREED IAIR. GAS OR ELI.',TRIC) 14.96 15.50
350-1450 MHEELBJRROW. POWER DRIVEN 14.96 15.50
' GROUP 3B
350-327o CEMENT FINISHER TENDER 96 15.64
350-0570 DRILL DOCTOR AND BIT GRINOCR 15.64
' 350-100J LASER BEAM OPERATOR 15 64
350-1379 POWDERMAN 15.64
35D-1940 TUGGER OPERATOR v7 15.64
t
WEST. HILL 1.4 46. RESERVOIR
:ITY OF RENTON
PAGE 18
' HWY-R32320-AA PREVAILING MINIMUM HOLRILY (.AGE RATES AUGUST 06. 1984
OCCUPATION: LABORERS
' LIIGATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON. KING, KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF WAHKIAKIIM COUNTY NORTHERN BOUNDARY
' EXTENDED DUE REST TO THE PACIFIC OCEAN). PIERCE. SKAGIT.
SNOHOMISH. THURSTON AMC WHATCLM COUNj IES.
RAGE RATES
OCCUPATION OCCUPATION
CODE DESCRIPTION STATE FEDERAL RATE
RATE RATE
' GROUP 4
350-OOSO ASPHALT RAKER
350-0250 CEMENT DUMPER - PAVING 15.44 15.64
350-3650 DRILLER - WAGON AND AIR TRACK 0PER4TO2 15.44 15.54
350-0720 FALLER AND BUCKER - CHAIN SAN 15.44 15.64
' 15.44 15.64
350-0840 GRAOE CHECKER AND TRANSIT MAN
350-0950 HIGH SCALER 15.44 15.64
350-I090 MANHOLE BUILOER I5•44 15.64
15.44 15.64
350-1200 NOZZLENAN (CONCRETE PUMP. GREEN CUTTER WEN 15.44 IS.6t USING COMBINATION OF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK. SANDBLAST,
E WATER
350-1254 PAVEMENT BREAKER. OVER 90 LES.
3SO-1200 PIPELAVER AND CAULKER 15.44 /5.64
350-1670 SEWER TIMBFRMAN 15.44 15.64-
350-1740 SPREADER ICARRIES GRADE WITH RODDERI 15.44 15.64
350-2000 VIBRATOR 15.44 15_64
15.44 15.64
' GROUP 4A
350-0420 CONCRETE SAN OPERATOR
350-3980 JACKHAMMER 15.44 15 0
' 350-1480 RAILROAD SPIKE PULLER L5.44 15..0
?50-1750 SPREADER - CLARY P0WER OR SIMILAR TYPES 15.44 15.50
15 350-1840 TAMPER (MULTIPLE AND SELF PRJP°' .EDT 44 15.50
350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.44 15.50
OPERATED TOOLS 15.4i I5.50
350-1905 TRACK LINER (PONFRI
350-Z090 WELL-POINT MAN 15.44 L5.50
15.44 15.50
GROUP 48
350-1315 PIPE RELINER INUT INSERT TYPE(
15. 464 15.74
REST. H:LL l.4 146. RESERVOIR
CITY OF RENTON
^A GE 19
W-489 WEST HILL RESERVOIR WTR-11 2+
#6 Contract Documents:
HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
OCCUPATION: LABORERS
LOCATION: CLALLAM, GNAYS HARBOR. ISLANU. JLFFERSON, KING, KITSAP. LEWIS.
MASON. PACIFIC (NORTH Of WAHKIAKUM COUNTY NORTHERN BOUNDARY
' EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT.
SNOHOMISH♦ THU4STON AND WHATCCM COUNTIES.
WAGE RATES
OCCUPATION CCCUPATION STATE FEDERAL
CO3E DESCRIPTION RATE RATE
' GROUP 5
350-U200 CAISSON WORKER 15.80 15.74
350-1030 LASER REAM OPERATOR ( TUNNEL ! 15.80 15.74
350-1110 MINER 15.80 15.74
350-I380 POMDERMAN 15.80 15.74
' 350-1500 RE-TIMBERMAN 15.80 15.74
350-1730 SPADER IIUNNELI 15.80 15.74
OTHER
350-9355 STATE: OVERTIME: ALL WORK PERFORMED IN
EXCESS OF 8 HOURS IN ANY ONE DAY OR IN EXCESS
OF 40 HOURS IN ANY ONE MEEK, MONDAY THROUGH
SATURDAY. SHALL BE PAID AT ONE AND ONE-HALF
TIMES THE EMPLOYEES REGULAR RATE.
350-9356 STATE: OVERTIME: ALL WORK PERFORMED ON
SUNDAYS AND HOL!OAYS SHALL BE PAID AT TWO
TIMES THE EMPLOYEES REGULAR RATE.
WOF.t ING FOREMAN: 50 CENTS PEY HOUR ABOVE THE
HIGHEST CLASSIFICATION SUPERVISED
t
WEST . HILL 1.4 M6. RESERVOIR
:ITY OF RENTON
PAGE 20
1
HdY-R32323-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
OCCUPATION: LABORERS
' ( SEWER C WATER LINE CONSTRUCTION'S
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND. JEFFERSON, KING, KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT.
SNOHOM!SH, THURSTON. WHATCOM AND PARTS OF THE FOLLOWING COUNTIES
LYING WEST OF THE 120TH MERIDIAN: CHELAN, KITTITAS, O(ANOGAN AND
YAKIMA COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE 1.75 $/HR. STATE
PENSION 1.55 A/HP. STATE
TOTAL HOURLY BENEFITS 3.33 $/HR. STATE
' 3.11 $/HR. FEDERAL
TRAINING FUND . 13 S/HR. STATE
' WAGE RATSS
OCCUPATION OCCUPATION STATE FEDERAL
C0)E DESCRIPTION RATE RATE
360-3010 GENEPAL LABORER 13.80 14.00
360-0020 PIPF_AYER 14.14 14.48
' 360-0030 TOPAAN 14.28 14.34
1
1
' WEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 30
HWY-412320-AA PREVAILING MINIMUM HOURLY MAGE RATES AUGUST 06. 1984
[[11 OCCJPATION: LANDSCAPE CONSTRUCTION
1 LJCATION: RING. RITSAP. ?1ERCE AND SNOHOMISH COUNTIES.
1 FRINGE BENEFITS
TOTAL HOURLY BENEFITS - LANDSCAPE 3.00 f/HR.
1 LABOIER STATE
TOTAL HOURLY BENEFITS - LANDSCAPE 2.50 S/HR. FEDERAL
PLUM3ER 2.66 f/HR . STATE
TOTAL HUURLY BENEFITS - LANDSCAPE 2.31 f/HR. FEDERAL
1 FQUIPMENT OPFRATOR 3.80 f/HR. STATE
TOTAL HOURLY BENEFITS 2.95 f/HR. FEDERAL
WAGE RATES .00 FEDERAL
1
OCCUPATION OCCUPATI )N
1 CODE DESCRIPTION STATE FEDERAL
RATE ROTE
370-0030 IRRIGATION AND LANDSCAPE PL
370-0050 IRRIGATION AND LANDSCAPE PCMERE 1 EQUIPMENT
10.62 10.62 OPERATORS LL.18 10.96
370-J010 LANDSCAPING OR PLANTING LABORERS
8.66 8.66
1
1
1
i
i
1
1
1 OFST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
tPAGE 33
1
1 HWY-R32320-AA PREVAILING MINIMUN HOURLY WAGE RATES AUGUST 06. 1984
OCCUPATION: MASON TENDERS, HOJ CARRIERS AND MORTARMEN
■ LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
1 IXTENDED DUE WEST TU THE PACIFIC DC, N1, PIERCE, SKAGIT,
SNOHOMISH, THURSTON AND WMATCOM COUNTIES.
FRINGE BENEFITS
1 HEALTH AND WELFARE 1. T5 i/HR.
PENSION 1.55 $/H . STATE
TOTAL HOURLY BENEFITS STATE
TRAIYING FUND 2.98 i/HR. FEDERAL
.13 i/HR. STATE
1 WAGE RATES
OCCUPATION OCCUPATION
1
CODE DESCRIPTION STATE FEDERAL RATE RATE
430-0010 HOD CARRIER
430-0030 MORTARMAN 15.44 15.64
15.44 15.64
1
1
i
i
1
1
1
1
1 WEST. MILL 1.4 M6. RESERVOIR
CITY OF RENTON
1
PAGE 34
1
H4Y-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1904
OCCUPATION: PAINTERS
' LOCATION: BRAYS HARBOR, ISLAND, KING, KITSAP, LEYI!. , ri A$ON. PIERCE. PACIFIC
(NORTH OF THE. WAW IA ;UM COUNTY NORTHERN G )UNDARY EXTENDED DUE
' WEST TO THE PACIFIC OCEAN), SKAGIT. SNOHOMISH, THURSTON AND
AHATCOM COUNTIES.
FRING,: BENEFITS
' APPNENTICESHIP .06 {/HR. STATE
HEALTH AND WELFARE AND DENTAL 1.70 {/HR. STATE
t PENSION .96 {/HT . STATE
TOTAL HOURLY BENEFITS 2.52 {/HR. FEDEPAL
' WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
CODE OESCRI PTION RATE RATE
' 450-3030 BRIDGE 17.14
450-0080 BRUSH. JOURNEYMAN 16.74
' 450-0150 INDUSTRIAL PAINTER 17.14 17.14
450-7I70 PAINTER 16.14
450-0180 PAPFR HANGER 16.74
4SO-3220 ROLLER 16.74
450-0250 SANDBLAST POT-TENDER 17.14
450-0280 STEAM CLEANING 17.L4 -
450-0290 STEEL 0.14
' 450-0300 STEEPLES 17.49 _=
450-0370 TOWERS 17.49
450-0380 TOXIC MATERIAL 11.14 -_
OTHER
450-7010 STATE : FOREMAN. .75 {/HR. OVER IHE
HIGHEST PAID JDURNEYMAN ON THE JOB
450-T020 STATE: GENERAL FOREMAN. 1.00 {/HR. OVER
THE HIGHEST PAID ON THE JOB.
450-9900 STATE' INDUSTRIAL PAINTER INCLUDES: STEAM
CLEANER, POWER WASH !OVER 2000 PSII , BRIDGE,
EPDXY. TOXIC SPRAY, SANDBLAST IPOT TENDER -
' BRUSH RATE) , STEEL. TANK. SUSPENDED SCAFFOLD-
ING. PIPES. INDUSTRIAL WORK IN INDUSTRIAL
PLANTS.
' NEST. HILL 1.4 N6. RESERVOIR
CITY OF RENTON
PAGE 35
' 4WV-K32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
OCCUPAT104: PL UNBERS AND PIPEFITIERS
LOCATION. CLALLAM, JEFFERSON AN[) KING COUNTIES.
FRINGE BENEFITS
DENTAL .41 S/HR. STATE
HEALTH AND WELFARE 1.20 S/!P . STATE
' PENSION 2.30 S/HR. STATE
TOTAL HOURLY BENEFITS 5.72 S/HR. FEDERAL
TRA1414G FUND .16 S/HP. STATE
VACATION 2.75 S/HR. STATE
WA-SE RATES
OCCUPATION OCCUPATION STATE FEDERAL
ME DESCRIPTION RATE RATE
' 530-0010 FOREMAN 20.93
530-0020 GENERAL FOREMAN 21.89
530-3030 PLUMBER AND PIPEFITTER 19.00 18.27
' 530-3050 WELDERS 19.00 --
' 1EST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 39
1
1
iHWY-R32320-AA PREVAILING MINIMUM hWRLY WAGE RATES AUGUST 06. 1984
OCCUPATION: POWER EQUIPMENT OPERATORS
IrLOCATION: CLALLAM, GRAYS HARBUR. ISLAND. JEFFERSON. KING. KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF wAHKIAKUM COUNTY NORTHERN BOUNDARY
i EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT.
SNOHOMISH. THURSTON AND WHATCOM COUNTIES.
FRINGE BENEFITS
iHEALTH AND WELFARE 1.95 $/HR. STATE
PENSION 2.00 i/HR . STATE
i TOTAL .HOURLY BENEFITS 4.16 A/HR. FEDERAL
TRAINING FUND .21 A/HR. STATE
i WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
i _0.0UP 13
i 513-5500 CRANE IOU TONS AND OVER OR 200 FT OF BOOM 18.73 18.73
INCLUDING JIB ANC OVER
570-5505 LOADER. 8 YARDS AND OVER 18.73 18.73
570-SSIO SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER 18.73 18.73
iGROUP l
i 57D-5515 fABLEWAYS 18.23 18.23
570-5520 LiANE OVER 45 TONS AND UP TO 100 TONS OR 18.23 18.23
OVER 150 FT OF BOOM INCLUDING JIB
i 570-5535 HELICOPTER WINCH 18.23 18.23
STO-5545 17ADER. OVERHEAD 6 YARDS UP TO 8 YARDS 18.23 16.23
570-5565 QUAD 9 AND SIMILAR, D-10 AND HD-41 18.23 18.23
570-5540. REMOTE CONTROL OPERATOR, ETC. 18.23 18.23
i $70-5525 ROLLAGON 18.23 18.23
510-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER 18.23 19.23
5TO-5550 SHOVELS. BACKHOES OVER 3 YARDS TO 6 YARDS 18.23 18.23
i 570-5555 SLIPFORM PAVERS 18.23 18.23
570-5530 TOWER CRANE 18.23 18.23
i GROUP ?
570-5575 BUMP CUTTER 17.79 17.79
570-SS90 CHIPPER 17.79 11.79
i570-5570 CONCRETE BATCH PLANT OPERATOR 17.79 17.79
i WEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
i
PAGE 40
1
HWY-K32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
OCCUPATIUN: POWER EOUIPMENT OPERATORS
' LOCATION: :LALLAM. GRAYS HARBUR, ISIAND, JEFFERSON, KING, KITSAP. LEWIS.
MASON. PACIFIC (NURTH Of IHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDS..0 DUL WEST TO TFE vACIFIC OCEAN), PIERCE, SKAGIT,
SNOHOMISH, THURSTON AND WHATCCM COUNTIES.
WAGE RATES
OCCUPATION CCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
GROUP 2
570-558U CRANES, 20 TONS THRU 45 IONS 17.79 17.79
570-5595 CRUSHERS 17.79 17.79
570-5600 DERRICK 17.79 17.79
570-56()5 DRILLING MACHINE 17.79 17.79
' 570-5610 FINISHING MACHINE 17.79 17.79
570-5585 HYDRALIFTS 17.79 17.79
570-5630 LEADMAN MECHANIC - f0.30 OVER MECHANIC 17.79 17.79
' 570-5615 LOADERS. OVERHEAD UNDER 6 YARDS 17.79 17.79
570-5620 LOCOMOTIVES. .ALL 17.79 17.79
570-5625 MECHANICS, ALL 17.79 17.79
' 570-5635 MIXERS„ ASPHALT PLANT 17.79 17.79
570-5640 MOTOR PATROL GRADERS - FINISHING, BLUETCPS. 17.79 17.79
PULLING SLOPES. DITCHES. ETC.
570-5650 PILEDRIVER 17.79 17.79
' 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM 17.79 17.79
ATTACHMENT
570-5675 SCRAPERS. SELF-PRCPELLEO UNDER 45 YARDS 17.79 17.79
' 570-5655 SCREED MAN 17.79 17.79
510-5660 SHOVELS, BACKHOES 3 YARDS AND UNDER 17.79 17.79
570-5665 SUB-GRADER - TRINMMER 17.79 17.79
570-5680 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH. 17.79 17.79
' 570-5670 TRACTORS. BACKHOE 17.79 17.79
GROUP 3
' 570-56g5 A-FRAME CRANE 17.43 17.43
570-5665 BROOMS 17.43 17.43
' 570-5735 CONCRETE PUMPS 17.43 17.43
570-5705 CONVEYORS 17.43 17.43
570-5700 CRANES, UP TO 20 TONS 17.43 17.43
570-5690 DUZEk S, 0-9 ANU UNDER, YO-YO, PAY DOZER 17.43 17.43
' 570-S770 DRIVER ON TRUCK CRANES OVER 45 TONS 17.43 17.43
' WEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 41
H4Y-R32320-AA PREVAILING, MINIMUM HOURLY WAGE RATES AUGUST 06, 1984
OCCUPATION: POWER EQUIPMENT OPERATORS
' LOCATION: :LALLAM. GRAYS HARBOR, ISLANC. JEFFERSON, KING, :ITSAP. LEWIS.
MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT.
SNOHOMISH. THURSTON AND WHATCCM COUNTIES.
WAGE RATES
' OCCUPATION OCCUPATION STATE FEDERAL
C33E DESCRIPTION RATE RATE
GROUP 3
' 570-5765 EQUIPMENT SERVICE ENGINEER 17.43 17.43
570-5720 FORK LIFTS 17.43 17.43
570-5710 HOISTS. AIR TUGGERS, ETC. 17.43 17.43
570-5715 LOADERS - ELEVATING TYPE 17.43 17.43
' 570-5725 MOTOR PATROL GRADER - NON-FINISHING 17.43 17.43
570-5730 MUCKING MACHINE. ETC. 17.43 17.43
570-5740 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT 17.43 17.43
' MATERIALS
570-5745 SAWS, CONCRETE 17.43 17.43
570-5750 SCRAPPERS - CARRY ALL 17.43 17.43
570-5755 SPREADERS. SLAW KNOX, ETC. 17.43 17.43
' 570-5775 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. 17.43 17.43
570-5760 TRENCHING MACHINES 17.43 17.43
' GROUP 4
570-5795 ASSISTANT ENGINEERS 17.13 17.13
' 570-5820 CGMPRESSORS 17.13 17.13
570-5190 OIL DISTRIBUTORS. BLOWERS, ETC. 17.1.3 17.13
570-5785 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 17.13 17.13
570-5800 PAVEMENT BREAKER 17.13 17. 13
' 570-5805 POSTHOLE nIGGER. MECHANICAL 17.13 17.13
570-5810 POWER PLANT 1T.13 17.13
570-5125 PUMPS. WATER 17. 13 17.13
' 570-5780 ROLLER. OTHER THAN PLANT ROAD MIX 17.13 17.13
570-5815 WHEEL TRACTORS, FARMALL TYPE 17.13 17.13
GROUP 5
570-5830 GKAOFCHECKER AND STAKEMAN 15.33 15.33
C
' WEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
1
PAGE 42
HOY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
OCCUPATION: PUWER EQUIPMENT OPERATORS
' LOCATION: CLALLAM, GRAYS HARBOR, ISLAND. JEFFERSON, KING. KITSAP. LEWIS.
4ASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT,
SNUHDMISH, THURSTON ANC WHATCCM COUNTIES.
OTHER
' 570-7574 OVERTIME : ALL WORK PERFPRMEO IN EXCESS OF B
HOURS PER DAY OR 40 HOURS PER WEEK, MONDAY
' THROUGH FRIDAY. AND ALL WORK PERFORMED ON
SATORUAYS SHALL BE PAID AT ONE AND ONE-HALF
TIMES THE REGULAR RATE. ALL WORK PERFORMED ON
' SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR RATE OF PAY.
570-9577 STATE: FOREMAN - 0.50 $/HR. OVER THE. HIGHEST
CLASSIFICATION UNDER HIS SUPERVISIUN.
1
' WEST. HILL 1.4 M6. RESERVOIR
: ITY OF RENTUN
PAGE 43
1
HWY-R 32329-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1904
G:CUPATIUN: POWER EQUIPMENT OPERATORS
)SEWER C WATER CONSTRUCTION(
LOCATION: :HELAN. CLALLAM. DOUGLAS (THAT PORTION WHICH LIES WEST OF THE
' 120TH MEd IJIANI. GRAYS HAR80R. ISLAND. JEFFERSUN. KING, KITSAP,
K14CITTITAS, LEWIS. MASON, PACIFIC (NORTH OF A STRAIGHT LINE FROM
PACIFIC SOUiOCEAN) PIERCE,BOUNDARYOSKAGIT, SNOHOMISH.EHE
YAKIMA CUUNTIES. TH Iq$TU NT WN4 TC OM AND
'
FRINGE BENEFITS
' HEALTH AND WELFARE
PENSION 1.80 f/HR. STATE
TOTAL HOURLY BENEFITS 2.30 s/HR. STATE
TRAINING FUND 4.O1 f/HR. FEDERAL
.21 f/MR . STATE
WAGE RATES
OCCIIP4i ION OCCUPATION CODE DESCRIPTION STATE FEDERAL
RATE RATE
GROUP i
' 580-3040 BACK FILLER
580-0030 BACKHOE 1780 CASE TYPE AND LARGER WITH 16.92 16.92
ATTACHMENTS) 16.92 16.92
5SO-3100 CLAM
' `BO-0120 CRANE 16.92 16.92
580-3130 DITCHING MACHINE 16.9Z
580-DISO DOZER TALL CAT, TYPE D-1 AND LARGERI 16.92 16.92
580-0160 ORAGLINE 16.92 16.92
580-0190 FRONT-END LOADER (ZYDS. AN` 'R) 16.92 16.92
580-0210 MECHANIC - 16.92 16.92
580-0220 MECHANIC WELDER 16.92 L6.92
580-^.240 MOTOR GRADER 16.92 16.92
590-03I0 SCREED 16.92 16.92
5d0-0350 SIDE b00M (ALL CAT.UTYPE ID-3 440 LARGER ) 16•92 16.92
16.92 16.92
16.92 16.92
GROUP 2
' 580-3020 BACKHUE (680 CASE TYPE AND SMALLER WITH ATTACHMENTS) 16.425 16.425
580-0050 BENDING MACHINE
580-0060 BOOM TRUCK (STATIONARY) 16.425 16.425
L6.425 L6.425
' WEST. HILL 1.4 M6. RESERVOIR
: ITY OF RENTON
' PAGE 60
HWY-R32320-AA PREVAILING WINtHUM HOURLY WAGE RATES AUGUST 06. 1984
OCCUPATION: POWER EDJIPMENT OPERATORS
( SEWER C WATER CCNSTRUCTIGNI
LOCATION: -.HELAN. CLALLAM. DOUGLAS ( THAT PORTION WHICH LIES WEST OF THE
I20TH MERIDIAN). GRAYS HARBOR. ISLAND. JEFFERSON, KING. KITSAP,
KITTITAS. LEWIS. MASON. PACIFIC (NORTH OF A STRAIGHT LINE FROM
THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE
PACIFIC OCEAN) PIERCE. SKAGIT, SNOHOMISH. THURSTON, WHATCOM AND
' YAKIMA COUNTIES.
WAGE RATES
tUCCUPATION OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
GROUP
SSU-3070 BORING MACHINF 16.425 16.425
' 580-0090 COMPACTORS 16.4?5 16.4:S
580-314() DOZER (ANY TYPE SMALLER THAN CAT D-3) 16.425 16.425
58D-01 I DRILLS (LERUI TYPE) 16.425 16.425
' 580-0180 FRONT-END LOADER IUNUEk 2 YD.) 16.425 16.425
580-0200 GIN TRUCK 16.425 16.425
580-0230 MECHANICAL GREASER (LARGE GREASE TRU(K) 16.425 16.425
590-3270 PAVING MACHINES 16.425 16.425
SBC-0280 PDT FIREMAN (ENGINE OPERATED ABOVE 3 !BL.) 16.42S 16.425
580-0300 ROLLERS 16.425 16.425
580-0320 W VICE PLOW 16.425 16.425
580-0340 SIDE BOOM ZANY TYPE SMALLER THAN CAT D-31 16.425 16.42.E
580--0360 TRACTAIR 16.425 16.425
590-3380 WELL. POINT S' STEM 16.425 :6.425
GROUP 3
580-3010 AIR COMPRESSOR 14.46 14.46
' 580-0080 CHAIN TYPE DITCHER (DITCH WITCHI 14.46 14.46
580-0110 CONCRETE SAW 14.46 14.46
580-1260 UIL-GREASER 14.46' 14.4E 580-0250 OILER 14.46 14.4E
580-0290 PUMP 14.46 14.46
580-0370 WELDING MACHINE 14.46 14.46
' WEST. HILL 1.4 M6. RESERVOIR
:ITY OF RENTON
PAGE 61
HWY-R32320.4A PREVAILING 91NIMUM HOURLY WAGE RATES AJGUST 06. 1984
OCCUPATION: ROOFERS AND WATERPROOFERS
' LOCATION; CLALLAM. JEFFERSGN, KING. KITSAP, MASON AND SNOHOMISH COUNTIES.
FRINGE BENEFITS
APPRENTICESHIP
HEALTH ANU WELFARE .07 t 1/HR . STATE PENS[JN 1.20 MR. STATE
TOTAL HOURLY BENEFITS 1. 30 $/HR. STATE
WAGE GATES 2•27 $/HR . FEDERAL
OCCUPATION' OCC UPA TION CODE DESCRIPTION STATE FEDERAL
6I0-0070 HELPER RATE RATE
6I0-31JU JOURNEYMAN --
' 610-3190 SLATE AND TILE ROCFERS 18.85 18.85
OTHER
19.10 I9.lO
610-9611 STATE: FOREMAN. 0.75 $/HR. ABOVE THE SCALE
FOR THE JOB CLASSIFICATION IN WHICH HE WORKS
OVERTIME: OVER 8 HOURS PER DAY 00. 40 HOURS
PER MEEK. MONOAY THROUGH SATURDAY, AT ONE
ANO ONE HALF TIMES THE REGULAR RATE. SUNDAYS
AND HOLIDAYS-DOUBLE THE REGULAR RATE OF PAY.
' LEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
1 _
PAGE 68
1
' 'lWY-R32320-AA PRIVAILIk6 MINIMUM HOURLY RAGE RATES AUGUST ob. 1984
OCCUPATIOM: SHECTMETAL RURKERS
' LOCATION: ISLAND. KING AND SNOHOMISH COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE 1.20 A/HR. STATE
3.00 1 FEDERAL
PENSION 1.80 f/HR. STATE
SASMI 3.U0 1 STATE
TOTAL HOURLY BENEFITS 3.07 A/HR. FEDERAL
TRA14ING FUND .14 f/HR. STATE
WAGE RATES
' OCCUPATION OCCUPATION STATE FEDERAL
CO)E DESCRIPTION RATE RATE
630-0010 FGREMAN 22.41 --
630-0030 JOURNEYMAN 20.71 20.Tl
630-0040 MATERIAL MAN 14.00
' OTHER
630-9630 STATE: OVERTIME - ALL WORK PERFORMED OUTSIDE
THE REGULAR WORKING HOURS SHALL BE
PAID AT 2 ITWUI TIMES THE REGULAR RATE
1
e
REST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 1.9
HWY-932323—AA PRFVAIL ING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
WCUPATION: SIGN HANGERS ANU SIGN PAINTERS
ANC CONSTRUCTIOA MEN
L"4TIONa KING, SKAGIT. SNOHIMISH AND WHATCOM COUVTIES.
FPINGE BENEFITS
DENTAL .12 A/HR. STATE
HEALTH AND WELFARE AND RX DRUGS 86.00 S/11.0. STATE
PENSION .60 A/HR. STATE
' WAGE RATES
OCCU04TION OCCJPATION STATE FEDERAL
ME DESCRIPTION RATE RATE
' 640-3050 SIGN HANGER AND CCNSTRUCTION MAN 14.99 --
640-0060 SIGN HANGER ANU CONSTRUCTION NAN — 1ST YEAR -- --
' 640-2070 SIGN HANGER AND CONSTRUCTION MAN — 2ND YEAR
640-3080 SIGN HANGER AND CONSTRUCTION MAN — 3RO YEAR
640-0090 SIGN PAINTER 17.63 --
OTHER
640-9640 STATE. FOREMAN. 4.00 $/DAY ABOVE THE JOURNEY—
MAN SCLLE OF WAGES
' AEST . HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 70
' IWY-R32720-AA PREVAILING NINIMUM HOURLY WAGE RATES AUGUST 06. 1984
JCLUPATION: SURVEYORS
1 LOCATION: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KING, KITSAP. LEWIS.
MASON. PACIFIC. PIERCE, SKAGIT. SNOHOMISH. THURSTON .AND WHATCOM
' COUNTIES.
FRINLF BENEFITS
t TOTAL HOURLY BENEFIT - PARTY CHIEF 1.50 A/HR. STATE
TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 1/HR. STATE
PERSON
1 TOTAL HU'JRLY bENEFIT - CHAIN PERSON ,TO W HR. STATE
WAGE RATES
t OCCUPATION CCCUPATION STATE FEDERAL
C'J)E DESCRIPTION RATE RATE
' 720-3010 CHAIN PERSON 8.25 =-
720-0040 INSTRUMENT PERSON (JUNIOR ENGINEEPI I1.00
720-0070 PARTY CHIEF (ASSISTANT ENGINEER) 11.50 --
t
t YEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
t _
PAGE 71
a
aHWY-R32320-AA PREVAILING "IN[MUM HUURLV W4GE RATES AUGUST 06. 19104
XCUPAt10N: TEAMSTERS
aLOCAtiON: CL4LLAM. GRAYS HARRUR. !$LAND, JEFFERSON. KING, KITSAP. KITTITAS.
LEWIS. MASON. PACIFIC (NORTH OF THE NAM IAKUM COUNTY NORTHERN
a BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT.
SNUHOMISH. THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE
FOLLGWING CUUNTIFS LYING NEST Of THE I20TH MERIDIAN: CHELAN AND
,IUUGLAS COINTIES.
aFRINGE BENEFITS
a HEALTH AND WELFARE 1.89 $/H". STATE
PENSION 1.75 S/HR. STATE
TOTAL HOURLY BENEFITS 3.64 S/HR. FEDEKV
a TRAINING FUND .UO FEDERAL
WAGE RATES
a OCCUP41ION OCCUPATION STATE FEDERAL
CO)E DESCRIPTION RATE RATE
aGROUP I
730-0690 LEVERMAN AND IGAOERS AT BUNKERS AND 17.06 17.06
BATCH PLANTS
a 730-1010 PICK-UP TRUCK L7.06 17.06
730-1200 SWAMPER 17.06 17.06
730-I810 WAREHOUSEMAN AND CHECKERS 17.05 17.06
aGROUP 2
a 730-1300 TEAM DRIVER 17.1 ! 17.11
GROUP 3
a 770-OLIU BULL LIFTS. OR SIMILAR ECUIPMENT USED IN 17.16 17.16
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON .:08 SITES:WAREHOUSING
a730-0140 BUS OR EMPLOYELHAUL 17.16 17.16
a
a
a ,ZEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
a
PAGE 72
a
' HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1984
(T_CUPATIUN: TEAMSTERS
' LOCATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON. KING. KITS4P. KTTTITAS.
LEWIS. MASON. PACIFIC (NORTH OF THE WAW IAKU14 COUNTY NORTHEkN
30UNDARV EXTENDED UUE TEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT.
SNOMOMISH. THURSTIN, WHATCOM. YAKIMA AND THOSE PARTS OF THE
FOLLCw ING COUNTIES LYING WEST OF THE IZOTH MERIDIAN: CHELAN AND
)OU.SLAS COUNTIES.
WAGE RATES
' OCCUPATION OCCUPATION STATE FEDERAL
C37E DESCRIPTION RATE RATE
tGROUP 3
730-0200 DUMPS.;RS, AND SIMILAR EQ7IPMENT:TUURN0- 17 6 17.16
ROCKERS. TOURNOWAGON. TOURNOTRAILER. :AT OW
' SERIES, TERRA COBRA, LETOURNEAU. WESTINGHJUSE
ATHEY WAGON. EUCL10. TWO AND FOUs-NHFEL'O
POWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TR4NSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURIaOICTION%OUMP
TRUCKS. SIDE, ENV AND BOTTCM DUMP, INCLUDING
SEMI-1RUCKS AND TRAINS CR COMBINATIONS
THEREOF :UP TO AND INCLUDING 5 YARDS
730-0460 FLAHERTY SPREADEk 17. 16 17.16
710-0490 FLATBED TRUCK, SINGLE RFAR AXLE 17.16 17.16
730-3610 FUEL TRUCK. GREASE TRUCK. GREASER, BATTERY 17.16 17.16
SERVICE MAN AND/OR TIRE SERVICE MAN
730-1100 SCISSORS TRUCK 17.16 17.16
' 730-1350 TRACTOR. SMALL RUBBER-TIRED IWHEN USED WITHIN I7.16 17.16
TEAMSTER JURISDICTION)
730-1750 VACUUM TRUCK 17.16 17.16
730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 17.16 17.16
GALLONS
730-2200 WINCH TRUCK: SINGLE -TEAR AXLE 17.16 11.16
730-7220 WRECKER. TOW TRUCK 4NO SIMILAR EQUIPMENT 7.16 17.16
' GROUP 4
730-3500 FLATBED TRUCK, DUAL REAR AXLE 17.27 17.27
GROUP 5
t730-0080 BUGGYMOBILE AND SIMILAR 17.33 17.33
' (EST . HILL 1.4 Mb. RESERVOIR
CITY OF RENTON
PAGE 73
4WY-R32320-AA PREVAiLIN4 MINIMUM HUURLY WAGE RATES AJGUST 06. 1984
U:CUPATIUN: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR . ISLAND. JEFFERSON. KING, KITSAP. KITTITAS.
i EWIS. MASON. PACIFIC (NINTH OF THE iAHKIAKUM COUNTY NORTHERN
' BOUNDARY EXTENUEO DUE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT.
SNOMGMISH. THURSTON. WHATCCM. YAKIMA AND THOSE PARTS OF THE
=OLLCWING CIUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND
DOUGLAS CCUNTtES.
WAGE RATES
t OCCUPATIIN OCLW ATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
GROUP 5
730-0670 HVSTER OPERATOKS (HAULING 9ULK LOOSE 17.13 17.13
AGGREGATES)
' 730-1190 ,TRAODLE CARRIER (RCSS. HYSTER AND SIMILAR) 17.33 17.33
730-20I0 WATER WAGON ANJ TANK TRUCK: 1600 GALLONS 17.33 17.33
TO 3000 GALLONS
GROUP 6
730-1500 TRANSIT-MIX. 0 TO AND INCLWING 4.5 YOS. 17.37 17.37
GROUP 7
730-02I0 DUMPSTERS, AND SIMIL%R EOUIPHENT:TOURNO- 11.38 17.35
ROCKERS. TUURNUWAGON, TOLRINOTRAILER. CAT DM
SERIES. TERRA COBRA. LFTLURNEAU. WESTINGHOUSE
' ATHEY WAGON, EUCLID. TWO AND FOUR-WHEELED
POWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING NAIERIAL AND
PERFORMING WORK IN TEAMSTER JURI SOIL I ION:.$:MP
TRUCKS. SIDE. END AND BOTTOM DUMP, INCL WING
SEMI-TRUCKS AND TRAINS IR GOMD:NATIONS
THEREOF:UVER 5 'VAROS TC AND INCL. 12 YARDS
730-3410 EXPLOSIVE TRUCK IFIELD MiC1 ANTI SIMILAR 17.38 11.38
EQUIPMENT
730-3710 LOWPFU AND HEAVY DUTY TRAILER: UNDER 50 17.38 17.3E
TONS GROSS
730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 11.38 11.39
730-1140 SLURRY TRUCK DRIVER 17.38 17.38
730-1160 SNU-GO AND SIMILAR EQUIPMENT 17 :8 17.36
' T30-221J W18CH TRUCK: DUAL REAR AXLE 11.16 17.38
WEST. HILL 1.4 M6. RESERVOIR
:1 TY OF RENTON
t
PAGE 74
t
' HWV-A32320-AA PREVAILING AI NIWl1M HOURLY WAGE RATES AJGUSI 06. 1984
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBTR. ISLAND. JEFFERSON, KING. KITSAP. KITTITAS.
LEWIS. MASON. PACIFIC (NORTH OF THE W4HKIAKUM COUNTY NORTHERN
' BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) . PIERCE. SKAG1 f.
SNOHCMISH. THURSTN♦ WHATCOM. YAKIMA AND THOSE PARTS OF .HE
FOLLOWING COUNtIES LYING WEST OF THE 120T/i MERIDIAN: CHELAN AND
' OOUGLAS COUNTIES .
WAGE RATES
OCCUPATION OCCUPATION
CODE DESCRIPTION STATE FEDERAL
RATE RATE
' GROUP R
130-0220 DJMPSTERS. AND SIMILAR FQUIPMENT:TOURNO- 17.44 17.44
R(,CKERS. TOURNOWAGON, TOURNOTRAILER. CAT DW
SERIES, TERRA COBRA, LETCURNEAU. WESTINGHOUSE
ATHEY WAGON. FUCLID, TWO AND FDUR-WHEELED
')WER TRACTOR WTH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISOICTION:OUMP
TRUCKS, SIDE. ENO AND BOTTOM DUMP. INCLUDING
' SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEkEOF:OVER 12 YARDS TO AND INCL. 16 YARDS
GROUP 9
730-OIGO BULK CEMENT TANKER 17.49 17.49
7JO-0230 DNPSTERS. AND SIMILAR ECUIPMENT:TOURNO-
ROCKERS. TOURNOWAGON, TOURNOTR4ILER, CAT OW 17.49 17.44
SERIES, TERRA COBRA, LETOURNEAU. WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHELLEO
PUMER TRACTOR WTH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING 4ATERVAL AND
PERFORMING WORK IN TEAMSTER JURISOICTION:OUMP
TRUCKS, SIDE. END ANO BOTTOM DUMP. INCLUDING
' SEMI-TRUCKS AND TRAINS OR CCMBiNAtINS
THERE730-2015 WATER D R YARDS 16
ER WAGON AND TANK TRUCK: OVER TO AND L 30UD GALLONS 17.49 17.49
' GROUP 10
' WEST . HILL 1 .4 M6. RESERVOIR
CITY OF RENTON
PAD 75
' 4WV-R32320-AA PREVAILING MINIMUM MOOR LY WAGE RATES AUGUST 06, 1984
OCCUPATION. TEAMSTERS
LOCATION: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KING, KITSAP. KITTITAS.
LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKU14 COUNTY NORTHERN
' BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) . PIERCE. SKAGIT.
SNDHGMISH. THURSTCN. WHATCOM. YAKIMA AND THOSE PARTS OF THE
FOLLCWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND
9OU GLAS COUNTIES.
WAGE RATES
' OCCI 4TION OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
1 GROUP l0
T30-3I20 BULL LIFTS. OR SIMILARY EQUIPMENT USED IN 17.51 17.51
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SIIFS:OTHER THAN WAREHOUSING
GROUP It
730-I510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.54 17.54
CONSTR.:OVER 4.5 YDS. TO AND INCL. 6 YDS.
GROUP 12
730-OO10 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.64 17.64
' EQUIPMENT WHEN A-FRAME OF HYDRALIFT OR
SIMILAR EQUIPMENT IS IN USE
' GROUP 13
73U-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.66 17.66
ROCKERS, TOURNOWAGON. TOURNOTRAILER, CAT 04
SERIES, TERRA COBRA. LETOURNEAU. WESTINGHOUSE
ATHEY WAGON. EUCLID. TWO AND FOUR-WHEELED
POWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING "ORK IN .LAMSTER JURISOICTION:DUMP
TRUCKS- SIDE, END AND BOTTOM DUMP. INCLUDING
' SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS
730-0720 LOWBED AND HEAVY DUTY TRAILER: OVER 50 TONS 17.66 17.66
GROSS TO AND INCLUDING 100 TONS GROSS
' WEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 76
HAY-R32720-AA PREVAILING MINIMUM HUURLY WAGE RATLS AUGUST 06. 19114
,YCUPATION: TEAMSTERS
LJCATION. .LALLAM. GRAYS MARSUR. ISLAND. JEFFERSON. KING, KITSAP. KITTITAS,
LEWIS. MASON. PACIFIC INURTH OF THE WAHKIAKUM COUNTY NORTHERN
t 3OUNDARY EXTENOEO DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT.
• T K THOSE
FOLLOWING CUUNTIES LYING OF THE I207H MERIDIAN, CHELAN AND
)OUGLAS COUNTIES.
WAGE MATES
' OCCUPATION OCCUPATION
CODE DESCRIPTION STATE FEDERAL
RATE RATE
GROUP 14
730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.:OVER 6 YDS. TO AND INCL. d YDS. I7.70 17.70
GROUP l5
t 730-0250 OUMPSTERS, AND SIMILAR ECUIPMENT:TOURNO- 17.82 17.d2
ROCKERS, TUURNOWAGON. TOURNOTRAILFR, CAT DW
ERIES. TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID. TWO AND FOUR-WHEELED
PUWER TRACTOR WIN TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP
TRUCKS, SIDE. ENO AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR CCMBINATIONS
THEKEDF :OVER 30 YUS. TO AND INCL. 40 YOS.
730-0730 LUWBED AND HEAVY DUTY TRAILER: OVER 100
TONS GROSS 17.82 17.32
GROUP 16
730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR. :OVER 8 YDS. TO AND INCL. 10 YDS. 17.86 17.86
' WEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
PAGE 77
HdY-R32320-AA PRFVAILING MINIMUM HOURLY WAGE RATES AUGUST 06. 1904
OCCUPATION: TEAMSTERS
' LJCATION: CLALLAM, GRAYS 4ARBOR. ISLAND. JEFFERSLN. KING, KiTSAP. KITTITAS.
LEWIS. MASON. PACIFIC (NORTH OF THE WAHUTAKUM COUNTY 40RTHERN
' 30UNDARY EXTENDED DUE WEST IC THE PACIFIC OCEAN), PIERCE. SKAGIT.
SNOHOMISH. THURST0N. WHATCOM. YAKIMA AND THOSE PARTS OF THE
FOLLOWING COUNTIES LYING WEST OF THE L20TH MERIDIAN: CHELAN AND
)OUGLAS COUNTIES.
WAGE RATES
OCCUPATION CCCUPAT ION STATE FEDERAL
C13E DESCRIPTION RATE RATE
GROUP 17
730-0260 DUMPSTERS. AND SIMILAR EQ)I'0MENT:TOURNO- 17.98 17.98
ROCKERS. TOURNUWAGON, TOURNOTRAILER. CAT DW
t SERIES. TERRA COBRA. LETOURNEAU. WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WTH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISJICTION:DUMP
' 1 TRUCKS. SIDE. ENO AND BOTTOM DUMP. INCLUDING
O
SEMI-TRUCKS AND TRAINS CR COMBINATIONS
' THEREOF :OVER 40 YARDS TO AND INCL. 55 YARDS
GROUP 18
730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.03 18.03
CONSTR.:OVER 10 YDS. TO AND INCL. !Z YOS.
' GROUP 1V
730-15SU TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.19 18.19
CUNSTk.:OVER 12 YOS. TO AND INCL. 16 YDS.
GROUP 20
' 730-L560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.35 I7.70
CONSTR.:OVER 16 YOS. TO AND INCL. 20 YDS.
GROUP 21
730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.51 10.51
' CONSTR.:OVER 20 YOS.
WEST. HILL 1.4 ME. RESERVOIR
CITY OF RFNTON
PAGE 78
' HWY-R32320-AA PREVAILING MININUM HOURLY WAGE RATES AUGUST 06. 1984
f1:CUPATION: TEAMSTERS
LOCATION: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSGN, KING. KITSAP. KITTITAS.
LEWIS. MASON. PACIFIC (NONTH OF THE WAM( IAKUM COUNTY NORTHERN
' IOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT.
SNOHOMISH, THURSTON. WHATCUM, YAKIMA AND THOSE PARTS OF THE
FOLLLWING COUNTIES LYING BEST OF THE 110TH MERILIAN: CMEL"N AND
DOUGLAS COUNTIES.
WAGE RATES
OCCUPATION OCCUPATION FTATE FEDERAL
CDDE DESCRIPTION RATE RATE
' GROUP 22
730-0400 ESCORT OPIVER 7.06 12.00
730-1020 PILOT CAR 1
1 .06 12.00
GROUP 23
' 730-0810 MECHANIC HELPER 16.91 --
GROUP 24
' 730-0600 MECHANIC 17.50 --
OTHER
730-4735 STATE.: FOR OCCUPATION 730-0260 IN GROUP 17
ADD .15 A/HR. FOR EACH 10 YARD INCREMENT OVER
' 55 YARDS
730-9736 STATE: OVERTIME-ALL WORK PERFORMED 1N EXCESS
OF 8 4UURS PEA DAY OR 40 HOURS PER WEEK, MON-
DAY THROUGH FRIDAY, AND ALL WORK PERFORMED ON
SATURDAYS SMALL BE PAID AT ONE AND ONE- HALF
TIMES THE REGULAR RATE Of PAY.ALI. WORK PER-
FORMED ON SUNDAYS AND HOLIDAYS SHALL BE P410
' AT DOUBLE THE REGULAR KATE OF PAY.
' WEST. HILL 1.4 M6. RESERVOIR
CITY Of RENTON
PAGE 79
1
1 HWY-R72324-AA PREVAILING MINIMUM HOURLY WAGE RATES AJGUST 06. 19b4
UCCUPATION. WELL ORILLEkS
1 LOCATION: CLALLAM. GRAYS HARSUk. ISLAND. JEFFERSON, KING. KITSAP. LEWIS,
MASON. PACIFIC. PIEACE, SKAGIT, SNUHOMISH, THURSTON ANU WHATCOM
iCOUNTIES.
WAGE RATES
1 OCCUPATION OCCUPATION STATE FEDERAL
CODE DESCRIPTION KATE RATE
1 830-OOlO HELPERS 8.75
630-0020 WELL DRILLER 10.90
1
1
1
i
1
1
i
1
1
1
i WEST. HILL 1.4 M6. RESERVOIR
CITY OF RENTON
1 _
PAGE 104
1
1
1
r
1
1
1
i
1
r
1
i
i
1
1
•POCIAI PROVIf10N•
1
1
1
1
CITY OF RENTON SPECIAL PROVISIONS
1
CITY OF RENTON
' WEST HILL 1.4 MG RESERVOIR
STAMM SPECIFICATIONS
APWA STANDARD SPECIFICATIONS
' THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION
PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS
ASSOCIATION, 1981 EDITION, SMALL RE 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 AMENDEU OR
SUPERSEDED BY THE SPECIAL AND TECHNICAL PROVISIONS HEREIN.
A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE
PUBLIC 4! KS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE
THFV MAY BE EXAMINED AND CONSVLTED BY ANY INTERESTED PARTY,
WHEREVER REFERENCE IS MADE IN THE STANDARD 9ECIFICATIONS 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, CITY OF RENTON, OR HIS DULY AUTHORIZED
REPRESENTAT'VF.
' NOTE: THE SPECIAL AND TECHNICAL PROVISIONS HEREINAFTER CONTAINED SHALL BE
IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS
IN C09FLICT HEREWITH.
' HEADINGS
' HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AND SUBARTICLES ARE IYSERTED
FOR CONV;NIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION
OF THE CONTRACT DOCUMENTS.
SPECIAL AND TECHNICAL PROVISIONS STRUCTURE
' THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, DIVISION
1, IT, 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 SPECIFICATIONS
' NOTED, WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION", THE SPECIFICATIONS
HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS.
SPECIAL PROVISIONS
' INDEX
SECTION PAGE
SECTION 1
SPECIAL PROVISIONS SP I
STANDARD SPECIFICATIONS SP 1
ACT OF GOD SP 1
SHOP DRAWINGS SP 1
OR EQUAL SP 1
APPROVAL SP 2
SECTION 2
PUBLIC OPENINGS OF BIDS SP 2
SECTION 3
CONSIDERATION OF BIDS SP 2
SECTION 4
PROCEDURE AND PROTEST BY THE CONTRACTOR SP 2
' USE OF MATERIALS FOUND ON THE PROJECT SP 3
WASTE SITES SP 4
H IRS OF WORK SP 4
CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 4
SECTION 5
SUBMITTALS SP 4
' CONSTRUCTION STAKING SP 5
FINAL ACCEPTANCE SP 5
METHOD OF SERVICE OF NOTICE SP 6
' ERRORS AND OMISSIONS SP 6
SECTION 7
SANITATION SP 6
LOAD LIMITS SP
EMPLOYMENT OF STATE RESIDENTS SP 7
WAGES SP T
' SUBCONTRACTING
RECORDS AND REPORTS SP a
CONTRACTOR'S RESPONSIBILITY FOR WORK SP 10
RESPONSIBILITY FOR DAMAGE SP 11
PROTECTION AND RESTORATION OF PROPERTY SP 11
RESTORATION OF STRUCTURES AND SURFACES SP 11
' UTILITIES AND SIMILAR FACILITIES SP 13
PUBLIC LIABILITY AND PROPERTY DAMAGE SP 13
CITY OF RENTON SPECIAL PROVISIONS
iSECTION 1
1-1.39A SPECIAL PROVISIONS (ADDITIONAL SECTION)
ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AMC
PROVIDING FOH THE METHOD OF MEASUREMENT AND PAYMENT FOR WORK PERFORMED ARE
DELETED AND VOID. THE MEASUREMENT AND PAYMEN' SECTION SET FORTH IN THESE
DOCUMENTS SHALL BE THE BASIS FOR PAYMENT OF ALL WORK PERFORMED UNDER THIS
CONTRACT,
1-1.39B STANDARD SPECIFICATIONS (ADDITIONAL SECTION)
OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM
' THE LATEST EDITIONS OF:
AWWA AMERICAN WATERWORKS ASSOCIATION
ANSI AMERICAN NATIONAL STANDARDS
e ASA A14ERICAN STANDARDS ASSOCIATION
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
' 1-1.50 ACT OF GOO (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 MIG4T REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE
' GENERAL LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOO.
' 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
CONSTRUCIION 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 IHE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON
RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND
SUITABILITY OF THE PROPOSED SUBSTITUTION.
1
SP - 1
1
CITY OF RENTON SPECIAL PROVISIONS '
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: BID PROCEDURES AND CONDITIONS '
2-1.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) t
SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON, WASHINGTON, BY F!LIRG
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 BIOS (ADDITIONAL SECTION) '
AWARDING OF CONTRACT WILL BE BASED ON TOTAL SR+ OF ALL SCHEDULES OF PRICES.
NO PARTIAL BIDS WILL BE ACCEPTED.
SECTION 4 '
4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (PEPLACEMENT 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 INTERPRETATION AND ADJUSTMENT, IF WARRANTED.
FAILURE ON THE PART OF THE 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.
TO PREVENT DISPUTES AND LITIGATTIM, 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.
IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH ,
INTERPRETATION, 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. T114E IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE
SP - 2
CITY OF RENTON SPECIAL PROVISIONS
EVENT AN AGREEMENT CANNOT THEN BE PEACHED WITHIN 3 DAYS, THE CITY AND THE
' CONTRACTOR WILL EACH APPOINT AN 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:
Z. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEkEOF:
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 . .S DECISION BY SETTING FOR;U 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.
' THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE
CONTRACTOR UNLESS IT IS THE BOARt 'S MAJORITY OPINION THAT THE CONTRACTOR'S
FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE
' FOUNDATION. IN THE LATTER CASE, AIL COSTS SHA;.L BE BORNE BY THE
CONTRACTOR.
THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON. 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
' SALVAGED AND DELIVERED TO THE CITY SHOPS.
ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH
BASINS, AND STORM AND SAN'.TARY MANHOLE COVERS SHALL BE SALVAGED AND
' DELIVERED TO THE. CITY SHOPS.
ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL RE
CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE.
1
' SP - 3
CITY OF RENTON SPECIAL PROVISIONS '
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 T41S PROJECT WILL OF LIMITED TO WEEKDAYS DURING THE ,
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 t
THE CONTRACTOR WILL BE SUPPLIED BY THE OWNEN WITH 5 SETS OF PLANS AND ,
SPECIFICATIONS. AT LEAST I COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING
ONE FULL SIZE SET Of DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTIGN IN
GOOD CONDITIC , AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER.
ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISHED '
BY THE OWNER AT NET COST OF REPRODUCTION.
SEFTIOM 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 METHODS OF WORK COMPLY WITH THE
PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE 1
INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE
CONTRACTOR SHALL, BY A STATEMENT IN WRITING ACCOMPAN"ING THE INFORMATION,
ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASON THEREFORE. ,
1
SP - 4
1
CITY Oi RENTON SPECIAL PROVISIONS
5-1.05 CONSTRUCTION STr.,.IWG (REPLACEMENT SECTION)
t THE ENGINEER SHALL HAVE THE RIGHT TO 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 IS 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 EMPLOYEES SMALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AMD
MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOAkO SET WITH AN
ENGINEER'S LEVEL SHALL RE USED FOR ALL LINFS SET ON A GRADE OF 0.50 PERCENT
' OR LESS, AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE
LAYING OPERATIONS. IF, THROUGH THE "ONTRACTOR'S NEGLIGENCE, ANY STAKES
SHALL BE DESTROYED 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 LOCATIONS 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 FROM 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 ROT BE THE BASIS FOR
CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME.
ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO
OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL RE MADE.
5.1.12 FINAL ACCEPTANCE (REPLACEMENT SECTION)
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETiON OF
' THE WORK WHEREUPON THE ENGINEER WILL PRO"OTLY, BY PERSONAL INSPECTION,
SATISFY HIMSELF AS TO THE ACTUAL COMPLETIUN )F THE WORK IN ACCORDANCE WITH
i
SP - 5
CITY OF RENTON SPECIAL PROVISIONS
THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THA1
THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE
WORK SHALL BE MADE BY THE OWNER. ,
5.1.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) '
WRITTEN iOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED 1N
PERSON i;; 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 IS A '
GOVERNMENTAL BODY, OR I" SENT BY REGISTERED UNITED STATES MAIL TO THE
BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS.
5-1.17 ERRORS AND OMISSIONS (REPLACEMENT SECTION)
IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOME- OT ANY ERRORS '
OR OMISSIONS 1N THE CONTRACT DOCUMENTS OR IN THE. L.AYnIlT AS Cill" BY SURVEY
POINTS AND INSTRUCTIONS, OR IF HE !iFr^MES AWARE OF ANY DISCREPANCY BETWEEN
THE CONTRACT DOCUMENTS AND T4E PHYSICAL CONDITIONS OF THE LOCALITY, HE '
SHALL IMMEDIATELY INFORM THE CNGINEER. THE ENGINEER, IF HE DEEMS IT
NECESSARY, 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.
SECTION 7 , J
7-1.34 SANITATION (ADDITIONAL SECTION)
ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION
FACILITIES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO ,
COMPENSATION SHALL BE MADE.
7-1.07 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 , �I
WASHINGTON (1967 FDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, 1
AND LOADS OF MOTOR VEHICLES.
PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF
THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED.
ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED L% ,
ENFORCEMENT AGENT,
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.
$P - h
1
CITY OF RETON SPECIAL PROVISIONS
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 1S SUBJECT 10 CHAPTER 39.12 RCN, AND AMENDMENTS AND ADDITIONS
THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE
' LAWS e40 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 UN17 , -ITES
DEPARTMENT OF LABOR DECISION NUMBER SPECIFIEf IN THE SPECIAL PROVi;,,,a S.
THE 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 IN THE CONTRACT. WAGES IN
EXCESS OF SUCH HOURLY RATES MAY BE PAID, IN ADDITION TO THE WAGE RATE
DESIGNATED, THE EMPLOYER 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 BIDDEN ACCEPTS FULL RESPONSIBI!ITY AND ASSUMES THE RISK GF ANY
THHEREASED E CO TRACT. THE TCI TY COS � PDOESEASON40T WARRANT ORH REPRESENTOF PAYING HIGER RATESTFTHATT HCSE LABOR FLAN IN
BE
PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUMS AS
HE WILL HAVE TO FAY.
THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND
REVIING
W INDUSTRIES, P F THE WAGE", ACOPY OFTHEPREVAILINGVWAGESRATESEFORNT OTHE PROJECT UPON F INTENT TO PAY PWHICHLTHE
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 WASHINGTT'
DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U.S. SECRETARY OF LABOR, IF
THERE IS A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A
SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOi LESS THAN THE
WAGE WHICH IS THE HIGHER OF THE TWO,
IF THE CONTRACTOR USE CF
WAGE
RATES DETERMINED BYM THE SSTATE DEPARTMENT IOFSLABOR ANDCTS INOUSTRIES,D HE
HEY SHALL
' PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE' PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. PERIOD OF
1 SP - 7
CITY OF RENTON SPECIAL PROVISIONS 1
IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE 1
RATES DETERMINED BY TH£ U.S. SECRETARY OF LABOR. HE SHALL PRESENT TO THE
ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF 1
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 1
BY THE 'U.S. BURFAU 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 1
APPLICABLE CONTRACT PROVISIONS.
IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORK 1
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 TC THE DIRECTOR OF 1
THE DEPARTMENT OF LABOR ANC !NDUSTRIES 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 1N THE DISPUTE. 1
IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE
SPECIAL PROVISIONS. THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE 1
APPROPRIATE WAGE RATE FOR ;HE CLASSIFICATION AND FIR THE AREA IN WHICH WORK
IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR
ANC INDUSTRIES.
1° THE CONTRACTOR UTILIZES THE OCCUPATION COD. 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 1
FOLLOWING THE OCCUPATION CODE NUMBER, I.E.: 10-3010 YAK.E.
THE CONTRACTOR'S RECORDS PERTAINING TO WAbFS PAID AND PAYROLLS SHALL BE i
OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY OURING 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 1
FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYRO".S
FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS CR AGENTS OF THE
CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH
SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY ,
REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND COMDIT!ONS 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 1
GIVEN A REASONABLE NOTICE OF TIME WHEN SUCH AUDIT IS TO BEGIN.
BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE 1
CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF
'STATEMENT 10 INTENT TO PAY PREVAILING WAGES' (FORM L A 1 NUMBER TOC-29
WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES).
i
1
SP - 8
1
CITY OF RENTON SPECIAL PROVISIONS
UPON COMPLETION OF THIS CONTRACT, THE CIT" MUST RECEIVE FROM THE CONTRACTOR
AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L 8 I
' NUMBER 700-7 STATE DEPARTMENT OF LABOR AND 04DUSTRIES) 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
' PROIECTION OF PROPERTY OWNERS AND GENERAL CONTRACTOR" (FORM L. 6 I. NUMBER
206-83 THE STATE DEPARTMENT OF LABOR AND INDUSTRIES). THESE AFFIDAVITS
WILL BE REQUIRED BEFORE ANY FUNDS RETAINED. ACCORDING TO THE PROVISIONS OF
RCW 60.28.010 ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM
THE DEPARTMENT OF LA60R AND INDUSTRIES. A FEE OF 512.50 PER EACH
"STATEMENT OF INTENT TO PAY PREVAILING WAGES' AWZ F€l VI WA p
1 1S 'OUIREII TEA A CH F M 5 M D H ULFA, LAB ND
INDUSTRIES. MI C i;'R (iR IS RE P E FUR PAYMENT OF THESE FEES AND
BT$�fHESE FEES SHALL RF !N DEN AL TO ALL THE BID _TEMS LABOR
RAC THIS
IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE
DEPARTMENT OF LABOR AMC INDUSTRIES A -REQUEST FOR RELEASE" FORM PROVIDED BY
' DEPARTMENT OF LABOR AND INDUSTRIES. THESE AFFIDAVITS WILL RE REOUIRED
BtFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF RCW 60.28.010 ARE
RELEASED TO THE CONTRACTOR.
7-1.111 SUBCONTRACTING (ADOITIONAL SECTIONI
' BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AFFIDAVIT
OF AMOUNTS PAID, MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS
' ENTERPRISE, PARTICIPANTS ON THE FORM! PROVIDED BY THE CITY, CERTIFYING THE
AMOUNT PAID TO MINORITY BUSINESS ENTERPRISE. AND/OR WOMEN BUSINESS
ENTERPRISE PARTiCIPANTS.
7-1.111 RECORDS AND REPORTS iREPLACEMENT SECTION)
THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING
DOCUMENT BEFORE PkDGRESS AMC/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE
APPROVEI, By THE PUBLIC WORKS DIRECTOR:
EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257
2. EACH 'ULY - STATE HIGHWAY FORM PR-1391
THE OWNER WILL FURNISH THESE FORMS TO TH;. PRIME CONTRACTOR DURING THE
PRECONSTRUCTION MEETING.
tAN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE
BIDDER WITH HIS '110 PROPOSAL 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 FO?M 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
SP - 9
CITY OF RENTON SPECIAL PROVISIONS ,
ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY '
CLAUSE AND IT SO, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE ONDER
APPLICABLE FILING REQUIREMENTS. '
FAILURE OF 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 SAME IS LACKING FROM HIS
PROPOSAL, THE PROPOSAL GUARANTEE, IN FORM OF BOND, CHECK, 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
TOGETHER 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.
1-1.13 CONTRACTOR'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 FROM WHATSOEVER
CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER W41CH MAY OCCUR ON
DR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT. IF ANY SUCH LOSS OR
DAMAGE OCCURS, THE CONTRACTOR $HAIL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR
DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO. '
THE OWNER MAY ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON MAKE GOOD
ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE
CHARGED TO THE CONTRACTOR. '
THE CONTRACTOR ALONE SHALL 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 ■BATHER AND OTHER CONDITIONS, THE CONTRACTON SHALL
PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. ,
NO PORTIONS OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIt4CY WILL BE
AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WI4LE THESE ,
CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE
ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM,
SP - 10
CITY OF RENTON SPECIAL PROVISIONS
7-1.14 RESPONSIBILITY FOR OA14AGE (ADDITIONAL SECTION!
' THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WIT41N THE
PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE
DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE WATERING
O TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY
BY THE ENGINEER, TO AVOID CREATING A NUISANCE.
DUST AND MUD CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND
NO COMPENSATION WILL BE MADE FOR THIS SECTION.
COMPLAINTS OF DUST, MUD, OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO
PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION
IN CORRECTING WILL BE REQUIRED. WRITTEN NOTICE OF CORRECTION OF COMPLAINT
ITEMS WILL BE CALLED FOR SHOUL? REPETITIVE COMPLAINTS BE RECEIVED BY THE
CITY.
' 7-1.16 PROTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION)
THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE
PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINF')
AND SHALL NOT TRESPASS ON PRIVATE PROPERTY.
THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATE: IN CONNECTION WITH THE
WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS.
THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS
EQUIPMENT DR MATERIALS.
' THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY
ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE
' REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE
SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER 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 AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE.
RESTORATION OF STRUCTURES AND SURFACFS
A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS,
' RIGHT-OF-GAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE 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
ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND
TRENCHES SHALL ROT BE LEFT OPEN FOR MORE THAN AA HOURS.
1
SP - 11
CITY OF RENTON SPECIAL PROVISIONS '
S. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS ,
MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL
REBUILD THE STRUCTURES
MINIMUM REQU REQUIREMENTS ASU HEREIN VESPECIFiED..ODHE SHAOLILIALSOSREPANIRFOUDWALL
EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS
CONTRACT. '
C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL
CULT U T��SURFACE
IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS DF THE CONTRACTOR SHALL RE '
RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION.
PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-MAY., THE CONTRACTOR
SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION 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 THE CONTRACTOR WITH MATERIAL OF EQUAL
QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS r
NECESSARY 10 TRENCH THROUGH ANY LAWN AREA, THE SOO SHALL BE CAREFULLY CUT
AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN
AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. '
THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL
TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, '
INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY 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 AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON
EASEMENTS OR RIGHTS-OF-WAY.
ALL CONSTRUCTION WORK UNDER THE CONTRACT ON EASEMENT;, RIGHT-OF-MAY OVER
PRIVATE PROPERTY, OR FRANCHISE SHALL BE CONFINED TO THE LIMITS OF SUCH
EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS i
TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE.
THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS
SHALL NOT 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 I
SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. THE ORIGINAL
CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR 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.
0. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESIORATION
OF TRF- U3-IFF'ACE OF ALL STREETS (TRAVELED WAYS) USED BY HIM IF DAMAGED.
1
SP - 12
i
' CITY OF RENTON SPECIAL PROVISIONS
IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY
AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE
e OWNFR. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH
REPAIRS SHALL BE PAID BY THE CONTRACTOR.
7-1.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION)
' LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND
FACILITIES 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
L BE THE
' C AND
PRIVATE COMPANIES HAVING CONTRACTOR'S
TILITIES ANDIORI FACILITIES LITY TO OINATHE VICINICT ALL TYIOF THE
CONSTRUCTION AREA, THE CONTRACTOR IS WARNED THAT CITY OF RENTDN 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 OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT
EXISTING SURFACE DRAINAGE. SEWERS, UNDERDRAINS, CONDUIT, UTILITIES, SIMILAR
' UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE
RESPONSIBLE 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 JPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY
OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT
CONTRACTOR'S EXPENSE.
7-1.I8 PUBLIC LIABILITY AND PROPERTY DAMAGE (REPLACEMENT SECTION)
' THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FOLLOWS:
THE AMOUNT OF COVERAGE SMALL BE NOT LESS THAN A SINGLE LIMIT OF $1,000,DOC
FOR BODILY INJURY INCLUDING 7EATH AND PROPERTY DAMAGE PER OCCURRENCE. IN
ADDITION, AN LR48RELLA INSURANCE COVERAGE OF NOT LESS THAN $5,000,000 SHALL
' BE PROVIDED, WITH THE OWNER THE NAMED 'NSUREO. THIS LIMIT SHALL APPLY TO
COMPREHENSIVE GENERAL LIABILITY INSURANCE AND VEHICLE LIABILITY INSURANCE.
THE CONTRACTOR SHALL FURNISH THE CITY WITH SATISFACTORY PROOF OF CARRIAGE
' OF 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.
SP - 13
CITY GF RENTON SPECIAL PROVISIONS M
NAMES AND ADDRESSES WILL BE FURNISHF BY THE OWNER. THE CONTRACTOR SHALL ,
FURTHER NOTIFY EACH OCCUPANCY IN PERSON A MINIMUM OF THREE DAYS PRIOR TO
CONSTRUCTION IN FRONT OF EACH PROPERTY. ,
7-1.23C FLAGMEN, BARRICADES AND SIGNS (REPLACEMENT SECTION)
FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SHALL
CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEV:CES", PUBLISHED BY THE U.S. i
DEPARTMENT OF TRANSPORTATION.
COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U.S. ,
GOVERMENT PRINTING OFFICE, WASHINGTON, D.L. 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
REWIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT
LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE
REQUIRED.
THE STRIPING OF NO PASSING ZONES THAT ARE TO BE OBLITERATED IN EXCESS OF ,
150 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 PAVEMENTHAL.
UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SL
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 SMALL BE RETURNED TO THE
STATE 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 STATE AND WILL BE REMOVED
BY STATE FORCES WHEN THE NO PASSING ZONES ARE RE-ESTABLTSHED 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 MIS
OPERATIONS.PROTECTTHEECOONNTRACTOR SHOULDC AT ALL IMFAIL FROM
MAINTAIN S A RESULT SUFFICIENT OF
AND BARRIADES, IN THE OPINION OF THE ENGINEER, THE CITY S;IALL HAVE THE
RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEZ CT SUCH COSTS FROM
PAYMfOM ENTS DUE THE
CONTRACTOR. SHALL RESTRUCTURED.
FIE% THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHERO 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 REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD.
1
1
$P - 14
op
CITY OF RENTDN SPECIAL PROVISIONS
' TRAFFIC MOVEMEN•; SHALL BE HEREIN DEFINED AS APPLYING TO BOTH VEHICULAR AND
PEDESTRIAN TRAFFIC. OUR114G ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT
SHALL 8E MAINTAINED AS NEAR NORMAL AS POSSIBLE. REASONABLE ACCESS SHALL BE
MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES OUTSIDE OF THE RIGHT-OF-MAY
LINE. ALL ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS,
6:30 TO 8:00 A.M. AND 3:30 TO 5:00 P.M.
NO WORK SMALL BE DONE ON OR ADJACENT THE ROADWAY UNTIL ALL NECESSARY SIGNS
AND TRAFFIC CONTROL DEVICES ARE IN PLACE.
THE COST OF vORNISHING AND PLACING ALL CONSTRUCTION AND IDENTIFICATION
SIGNS SHALL BF INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE.
7-1.23F DUST CONTROL (ADDITIONAL SECTION)
' 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 SMALL PROVIDE SPRINKLING, AS NECESSARY, TO
ALLEVIATE DUST NUISANCE OR AS DIRECTEC BY THE CITY.
7-1.24 RIGHTS OF WAY (ADDITIONAL SECTION)
THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE
CONSTRUCTION OF ALL 114PROVERENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL
COSTS OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE
PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK 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 SPECIFICATIONS ON EMPLOYMENT OPENINGS 1S
DELETED.
' SECTION 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 CONSTRUCTICN PROGRESS SCHEDULE IN FORM SATISFACTORY
TO THE ENGINEER, SHOWIAG 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 THAT WILL
BECOME DUE TO THE CONTRACTOR IN ACCORDANCE W:TH THE PROGRESS SCHEDULE. THE
SP - 15
CITY OF RENTON SPECIAL PROVISIONS ,
CONTRACTOR SHALL ALSO FURNISH PERTOVIC 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.
SHOULD 11 BECOME EVIDENT AT ANY T;ME DURING CONSTRUCTION THAT OPERATIONS ,
MIL' rR 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
THC ORIGINAL SCHEDULE HAS REEN SECURED. FURTHER, IF AT ANY TIME A PORTION
OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WiTH THE CONTRACT PROVISIONS,
IT SMALL, UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE
PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. '
PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS
MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE ,
CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDINe TO THE
ACCEPTED SCHEDULE OF CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, IS
HEREBY MADE AN OBLIGATION OF THE CONTRACT. '
PRE-CONSTRUCTION CONFERENCE (ADDITIONAL SECTION)
PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR, ENGINEER, ALL ,
SUBCONTRACTORS, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED
DEPARTMENTS SMALL ATTF' A PRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE, ,
AND DATE TO BE DETERM; _0 AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A
REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REiIEW
PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE. '
AND DATF TO BE ESTABLISHED AE THE PRE-CONSTRUCTION CONFERENCE.
8-1.04 NOTICE TO PROCEED AND PROSECUTION OF WORK (ADDITIONAL SCCTION) ,
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AND KING COUNTY 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
OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND '
PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY.
'-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.
SP - 16
CITY OF RENTON SPECIAL PROVISIONS
PROVIDED, HOWEVER, THAT THE CITY COUNCIL SHALL 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 ft VALID UNLESS THE
SAME BE IN WRITING AND ACCOMPANIED fY THE WRITTEN CONSENT TO SUCH EXTENSION
BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING
IMPROPER 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, LINCOLN'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 BEFORE 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 CHRISTMAS 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 $SO
PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE
NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE
' CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE
CONTRACTOR ON EACH MONTHLY ESTIMATE.
8-1.1E CONTRACTOR'S PLANT AND EQUIPMENT (REPLACEMENT SECTION)
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY,
EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTORS' PLANT AND
EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S
SP - 17
CITY OF RENTON SPECIAL PROVISIONS
PLANT AND EQUIPMENT 14 THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. ,
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 1HE SECURTTY 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 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 AREAS.
8-1.13 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 EXECUTED FAITHFULLY, AND WHEN HE IS NOT
PERSONALLY PRESENT ON THE WORK, HE SHALL AT ALL REASONABLE TIMES BE
REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO
EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, '
AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE
CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS
DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. ,
SECTION 9
4-1.01 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION)
ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING ,
QUANTITIES FOR PAYMENT MUST BE RECEIVED BY THE ENGINEER AT THE TIME 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 WEIGH STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME,
AN
ROJECT. THE
WEIGHT ST�SHALL FHELMAINTAINED PROVIDING
DUPLICATE IAWITH ONE L TO THE PSIGNED COPY '
TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED
CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE '
THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY.
i
SP - 18
' CITY OF RENTON SPECIAL PROVISIONS
' B. BY OTHER MEANS
' NETHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY
ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGR"EVENT BEFORE
AWARD OF THE CONTRACT.
t9-1.03 SCOPE OF PAYMENT (ADDITIONAL SECTION)
tALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS,
INCLUDING INSTALLATIONS, NOT IDENTIFIED AS 810 ITEMc IN THESE
SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF
ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS.
9-1.098 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS (A)DITIONAL SECTION)
PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS
SCHEDULE, AS DESCRIBED IN SECTION B. HAS BEEN RECEIVED AND APPROVED.
IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE
REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH
' MATERIAL OR WORKMANSHIP IF THE DIRECTOR �)F PUBLIC WORKS DEEMS SUCH
ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED, THE CITY MAY
NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP,
' SECTION 10
10.1 PERMITS AND LICENSES (SUPPLEMENTAL SECTION)
THE FOLLOWING PERMITS AND LICENSES ARE INCLUDED FOR THE CONTRACTOR'S
CONVENIENCE .A40 ARE TO BE STRICTLY ADHERED TO. THE INCORPRATION OF THE SE
CODUMENTS INTO HTESE SPCEIFICATIONS DOES NOT RELVIF THE CONTRACTOR FORM
OBTAINING OR COMPLYING WITH THE ONO-PERMANENT PERMITS AND LICENSES THAT THE
CONTRACTOR IS REQUIRED TO PROVIOE AS OUTLINED IN THE LEGAL, SPECIAL AND
TECHNICAL PORTION OF THESE CONTRACT OOUMETNS AND AS MAY BE REQUIRED FOR HE
' CONTRACTUION OPERATIONS. ADDITIONAL PERMITS MAY BEREOUIRED FOR TEH WORK
OUTLINES IN THES DOCUMENTS THAT ARE NOT INCLUDED HEREIN. THE CONTRACTOR IS
ADVISED TO CONSULT WITHHE PUBLIC WORKS DEPARTMENT REGARDING THE
COMPLETENESS OF PERMITS AND LICENSES INCLUDED HEREIN. OWNER REQUIRED
' PERMITS INCLUDE:
1. GENERAL BUILDING PERMIT - NOTE THE PLAN REVIEW FEE FOR THE GENERAL
BUILDING PERMIT HAS BEN PAID AND THE PLAN SUBMITTED FOR REVIEW AND
APPROVAL. THE CONTRACOR IS RESPONSIBLE FOR THE PLAN FILING FEE.
(BUILDING PERMIT).
2. CONDITIONAL USE PERMI'
t
SP - 19
�Yi
i
! _ ! i i ! i ! �1 ! ! ! ! ! ! ! ! ! !
CITY OF RENTON
' WEST MILL 1.4 MG WATER RESERVOIR
' TECHNICAL SPECIFICATIONS INDEX
SECTION PAGE
' GENERAL 1-1
' SITEWORK 7-1
LANDSCAPING A FENCING 3-1
CONCRETE 4-1
METALS 5-1
' FINISHES S-1
SPECIALITIES 10-1
MECHANICAL 15-1
ELECTRICAL lF-1
TELEMETRY 17-1
MEASUREMENT AND PAYMENT 18-1
CITY OF RENTON GENERAL
' NEST HILL 1.4 MG RESERVOIR AUGUST 1984
1.0
GENERAL
1.0 SCOPE OF MW
THE WORK UNDER THIS CONTRACT COVERS CONSTRUCTION SPECIFICALLY SHOWN
ON THE CONTRACT PLANS AND AS DESCRIBED IN THESE PROJECT
SPECIFICATIONS. ALL WORK INCIDENTAL AND NECESSARY TO THE COMPLETION
OF THE WORK DESCRIBED HEREIN AND AS SHOWN ON THE CONTRACT DRAWINGS
SHALL BE COMPLETED UNDER THE BID ITEM AS LISTED ON THE BID PROPOSAL
AND NO OTHER COMPENSATION WILL BE ALLOWED. THE WORK CONSISTS OF THE
' CONSTRUCTION OF A NEW 1.4 MILLION GALLON STEEL RESERVOIR AND ALL
APPURTENANCES AS DETAILED ON THE CONTRACT PLANS AND AS DESCRIBED IN
THESE SPECIFICATIONS. THE WORK IN THIS CONTRACT INCLUDES, BUT IS NOT
LIMITED TO THE FOLLOWING:
0 SITFWORK, PREPARATION FOR CONSTRUCTION OF THE RESERVOIR INCLUDING
CONSTRUCTION OF THE ACCESS DRIVEWAY, ROCKERY AND FOUNDATION
' EXCAVATION TO GRADES AS SHOWN ON THE PLANS:
0 FURNISHING AND INSTALLING INLET AND OUTLET, OVERFLOW AND STORM
DRAINAGE PIPING AND DRAIN PIPING, VALVES AND APPURTENANCES;
0 CONSTRUCTION OF CONCRETE RINGWALL FOUNDATION ANC UNDSRDRAINS;
' 0 CONSTRUCTION OF STEEL RESERVOIR WITH ALL APPURTENANCES;
0 PROVISION OF ELECTRICAL AND TELEMETRY SYSTEMS, INCLUDING THE
INSTALLATION OF TELEMETRY CABLE, PROVISION OF RESERVOIR LIGHTING
AND ELECTRICAL AND TELEMETRY CONTROL CABINET;
0 ASPHALT CONCRETE PAVFMENT FOR RSERVOIR ENTRANCE, ACCESS DRIVEWAY,
AND RESERVOIR PERIMETER;
0 LANDSCAPING, INCLUDING FENCING AND AUTOMATIC SPRINKLING SYSTEM.
THE CONTRACTOR SHALL COORDINATE, AS NECESSARY, WITH THE PUMP STATION
CONTRACTOR, FOR INSTALLATION OF FUNCTIONAL AUTOMATIC CONTROL SYSTEM
COMPONENTS AT THE RESERVOIR SITE.
THE CONTRACTOR SMALL INSTALL ELECTRICAL EQUIPMENT AND FURNISH POWER
SERVICE AS REQUIRED FOR A COMPLETE SYSTEM TESTED AND OPERATING. IN
ADDITION, HE SHALL FURNISH AND INSTALL ALL INCIDENTAL ITEMS REQUIRED
FOR A COMPLETE SYSTEM TESTED, CONNECTED, AND OPERATING.
1-1
CITY OF RENTON GENERAL
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
DAMAGE TO THE EXISTING ROADWAYS, DRIVEWAYS, OR PROPERTY WILL BE
REPAIRED OR REPLACED AT THE DISCRETION OF THE OWNER. ALL KBRIS SHALL
BE DISPOSED Of AND THE AREA CLEANED UP:
1.2 STANDARD SPECIFICATIONS i
AIL WORK UNDER THIS CONTRACT SHALL, IN GENERAL. BE PERFORMED IN i
ACORDANCE WITH THE APPLICABLE SECTIONS OF THE 1984 STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
WASHINGTON STATE CHAPTER, AMERICAN PUBLIC WORKS ASSOCIATION, AND
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, HEREAFTER REFERRED TO
AS THE APWA/QOT STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH THE
REQUIREMENTS OF KING COUNTY, EXCEPT AS OTHERWISE AMENDED, MODIFIED OR i
SPECIFIED.
CERTAIN OTHER REFEPEMCEO STANDARDS USED IN THIS SPECIFICATION ARE i
FROM THE LATEST EDITIONS OF:
AWWA AMERICAN WATER WORKS ASSOCIATION
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE i
ASA AMERICAN STANDARDS ASSOCIATION
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AND i
PROVIDING, FOR THE METHOD OF MEASUREMENT AND PAYMENT FOR WORK
PERFORMEO ARE DELETED AND VOID. THE MEASUREMENT AND PAYMENT °:"TION
SET FORTH HEREIN SHALL BE THE BASIS FOR PAYMENT FOR ALL IORK i
PERFORMED UNDER THIS CONTRACT.
2.0 CONTRACTOR'S DUTIES i
THE CONTRACTOR SHALL PROVIOC AND PAY FOR ALL LABOR. MATERIALS AND i
EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, FUEL, AND OTHER
FACILITIES AND SERVICES AS NECESSARY FOR THE PROPER EXECUTION AND
COMPLETION OF THIS WORK, i
ALL REQUIRED NOTICES SHALL BE GIVEN BY THE CONTRACTOR. THE
CONTRACTOR SHALL COMPLY WITH ALL CODES, ORDINANCES, RULES,
REGULATIONS, ORDERS, AND OTHER LEGAL REQUIREMENTS OF PUBLIC i
AUTHORITIES WHICH BEAR ON THE PERFORMANCE OF THIS WORK.
3.0 PRECONSTRUCTION REQUIREMENTS i
PERMITS AND LICENSES i
THE OWNER SHALL SECURE AND PAY FOR THE FOLLOWING PERMITS:
1-2
i
CITY OF RENTON GENERAL
WEST HILL 1.4 MG RESERVOIR AUGUST 198A
tGENERAL BUILDING PERMIT
THE OWNER SHALL PAY THE FEE PRESCRIBED FOR ALL PERMANENT PERMITS,
LICENSFS. AND EASEMENTS. THE CONTRACTOR SHALL ACQUIRE AND PAY FOR
ALL SPECIALTY PERMITS, SUCH AS ELECTRICAL PERMITS, PLUMBING
PERMITS, TRANSPORTATION PERMITS, BURNING, PERMITS, WAGE AND HOUR
1 REGULATIONS PERMITS, .'.ND ALL OTHER PERMITS OF A TEMPCtARY NATURE
RELATING TO THE CONSTRUCTION OF THIS PROJECT.
A COPY OF THE OWNER ACQUIRED PERMITS WILL BE AVAILABLE AT THE
'ITY'S OFFICE FOR EXAMINATION BY BIDDERS. THE CONTRACTOR SHALL
CONFORM TO THE REOUIREMFNTS OF THESE PERMITS AND ALL OTHER PERMITS
ISSUED FOR THIS PROJECT.
IN THE EVENT THE OWNER-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 BIDD'.WS AT THE TIME OF BID OPENING. ADDITIONAL PROVISIONS
OR REQUIRMENTS OF THESE PERMITS THA) ARE DETERMINED AFTER BID
OPENING WILL BE NEGOTIATED BY IHE OWNER AND THE SUCCESSFUL BIDDER.
EASEMENTS
THE CONTRACTOR SHALL MEET AND FULFILL ALL COVENANTS AND STIPULATIONS
JF 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 HEREIN IN FULL.
PRE-CONSTRUCTION CONFERENCE
THE OWNED SHALL SCHEDULE A PRE-CONSTRUCTION CONFERENCE NOT MORE THAN
5 DAYS AFTER THE NOTICE TO PROC ED 'S ISSUED. PRESENT AT THE MEETING
TO REPRESENT THE CONTRACTOR SHALL BE AT LEAS' THE OFFICIAL IN CHARGE
OF THE PROJECT, THE PROJECT SUPERINTENDENT, A REPGFSENTATIVE II1TH
AUTHORITY TO SPEAK FOR EACH OF HIS PRINCIPAL SUBCONTRACTORS AND
OTHER REPRESENTATIVES AS HE MAY DEEM EXPEDIENT, THE. OWNER AND HIS
REPRESENTATIVES SHALL RE PRESENT AS REQUIRED.
CONSTRUCTION SCHEDULE
THE CONTRACTOR SHALL PREPARE AND SUBMIT WITH THE CONSTRUCTION
SCHEDULE, AS OUTLINED IN SECTION 8.1.03 OF THE SPECIAL PROVISIONS AND
' A SEPARATE SCHEDULE LISTING DATES FOR SURMISSION 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 SOCN AS DETAILS ARE RECEIVED AND REVIE"ED
BY THE ENGINEER REGARDLESS OF ABOVE SCHEDULE OF NEED. THE ENGINEER
Y 1-3
CITY OF RENTON GENERAL
WEST HILL 1.4 MG RESERVOIR AUGUST 1994
SHALL NOT OF HELD RESPONSIBLE FOR LATE REVIEWS IF SUBMITTALS ARE
UNNECESSARILY DELAYED BECAUSE OF HEAVY WORKLOADS DUE TO LARGE NUMBERS ,
OF SUBMITTALS ARRIVING NEARLY SIMOLTANEOUSLY, TO FACILITATE
COORDINATED COLOR SELECTION, COLOR SAMPLES FOR ALL ITEMS FOR WHICH
COLORS ARE TO BE SELECTED SHALL BE SUBMITTED AT THE SAME TIME.
SUBMITTALS AND SRO► DRAIIIMGS
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 G,NTRACTOR SHALL REVIEW AND STAMP WITH HIS
APPROVAL AND SUBMIT WITH SUCH PROMPTNESS AS TO CAUSE NO DELAY IN HIS
WORK OR THAT OF ANY 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 CON 'ONS, AND DESCRIBED ELSEWHERE IN THE
PROJECT. SHOP DRAWINGS SHAL. ESTABLISH THE ACTUAL DETAIL OF ALL '
MANUFACTURED OR FABRICATED ITEMS, THEY SHALL BE DRAWN TO SCAIE 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 0
INCHES, UNLESS APPROVED BY THE ENGINEER, ON EACH DRAWING, THERE M
SHALL BE PROVIDED A CLE R SPACE FOR THE ENGINEER'S AND/OR OWNER'S
REVIEW AND APPROVAL STAMPS AND COMMENTS. SHOP DRAWINGS SH',LL BE '
SUBMITTED TO THE ENGINEER IN THE FORM OF A REPRODUCIBLE TRANSPARENCY,
ALONG WITH ONE BLACK LIN 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 DRAWiNSS WiTH REASONABLE PROMPTNESS
AND WILL AFFIX HIS 9RAWING REVIEW STAMP WITH NOTATIONS AS REQUIRED. ,
WHEN SHOP DRAWINGS .AND/OR OTHER SUBMITTAL` ARE REQUIRED TO BE REVISED
OR CORRECTED AND RESUBMI"FD, -HE 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
COPIES OF DRAWINGS AS IS REQUIRED FOR HIS FIELD DISTRIBUTION. IT ,
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEANLY 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 T4F SHOP DRAWINGS BY THE ENGINEER SHALL NOT RELIEVE THE
CONTRACTOR OF FULL RESPONSIBILITY AND AT HIS OWN COST AND EXPENSE TO
COAPLY WiTH THE CONTRACT DOCUMENTS UNLESS THE CHANGES ARE CLEARLY '
NOTED AND IN WRITING CALLED TO THE ENGINEER'S ATTF*.jION AS ABOVE
PROVIDED, IN WHICH EVEN( SUBSEOUENT ACCEPTANCE BY THE 04INEER IN
WRITING SHALL BE AUTHORITY FOR THE CHANGE OR CHANCES PROPOSED IN THE
SHOP DRAWINGS. ,
1-d
CITY OF RENTON GENERAL
WEST HILL 1.4 N6 RESERVOIR AUGUST 1994
'F CORRECTIONS ARE REQUIRED, -:E CONTRACTOR SHALL MAKE THE
CORRECTIONS REQUIRED BY THE ENGINEER AND FILE WITH HIM THE SAME
NUMBER OF CCRRECTED COPIES AS INDICATFD ADOVE. THE CONTRACTOR SHALL
DIRECT SPECIFIC ATTENTION IN WRITING OR ON RE-SUBMITTING SHOP
DRAWINGS TO REVISIONS OTHER THAN THE CORRECTIONS REQUIRED ON ThF
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 AND INSTALLATION OF ALL COMPONENT PARTS OF THE EQUIPMENT,
1 STRUCTURE, FACILITY, ETC. IN THE CASE OF STRUCTURAL DRAWINGS, THEY
SHALL INCLUDE THE LOCATION, TYPE, AND EXTENT OF ALL EMBEDDED INSERTS.
CONDUIT, AND PIPING. MANUFACTURER'S STANDARC DETAILS, CATALOGS,
t 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 SMALL BE FURNISHED WHEN
' REQUIRED BY THE ENGINEER. SHOP DRAWINGS OF THE ELECTRICAL EQUIPMENT
SHALL INCLUDE COMPLETE DIAGRAMS OF ELECTRiC,AL CIRCUITRY.
THE ENGINEER'S REVIEW AND PLACEMENT OF THC SHOP DRAWING STAMP DR AMY
SHOP THE DRAWING S OF
DETAILS AND IB UNDERSTOOD CHEC ACCEPTANCE OF THE C R
K OF ANY DIMENSION OR QUANTITY AND WILLR 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 $MOP DRAWINGS REVIEW STAMP ON ANY SHOP DRAWING WILL NOT RELIEVE
THE CONTRACTOR OF RESTONSiBiLiTY FOR CONSEQUENCES DUE TO DEVIATIONS
ATTENTION CONTRACT THE ENT ON TOUCH DEV ATIONS IN WRITI HNG BYA IETTERACACCOMPANYING THE
DRAWINGS AT THE TiME OF SUBMTSS'.ON 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.
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 ANC
COORDINATED EACH SHOP DRAWING WITH THE REQUIREMENTS OF THE WORK AND
OF THE CONTRACT DOCUMENTS.
p5118STITUTIORS
AS SOON AS POSSIBLE, BUT NOT MORE THAN OO DAYS AFTER THE DATE OF THE
CONTRACT, THE CONTRACTOR SMALL SUBMIT TO THE ENGINEER THREE COPIES OF
COMPLETE LISTS OF ALL PRODUCTS WHICH ARE PROPOSED FOR INSTALLATION AS
1-5
t
CITV OF RENTON GENERAL '
WEST HILL 1.4 MG RESERVOIR AUGUST 1984 ,
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.
MORE PRODUCTS. BUT MANUFACTURER. ;DR
THEP TI SPECIFIEDIS
OPON OFSELECTING EQUIVALENT
PRODUCTS BY STATING "OR EQUAL" AFTER SPECIFIED PRODUCT. THE '
CONTRACTOR SHALL SUBMIT A REQUEST AS REWIRED FOR SUBSTITUTION FOR
ANY PRODUCT NOT SPECIFICALLY NAMED.
DURING THE RIDDING, THE ENGINEER SHALL CONSIDER 01TTEN REQUESTS FROM '
PRODUCT SUPPLIERS OR PRIME BIDDERS FOR SUBSTITIONS, RECEIVED IN
ACCORDANCE WITH ORE PRE-SUBMITTAL SPECIFICATION CONTAINED HEREIN.
REQUESTS RECEIVED AFTER THE TIME SPECIFIED WILL NOT BE CONSIDERED. '
ALL SUCH REQUESTS MUST BE ACCOMPANIED BY DRAWINGS AM SPECIFICATIONS
IN SUFFICIENT DE',AIL TO ALLOW 'ME ENGINEER TO DETERMINE WHETHER OR
IRwEQUESTST THE SSMALLnUTE PROPOSED IS INCLUDEE A LISTINGQUOFLANY SIGNIFICANT SPECIFIED.
VARIATIONS SUCH
N '
MATERIAL OR METHODC FROM THOSF SPECIFIED. IF THERE ARE NQ VARIATIONS,
A STATEMENT TO THAT FACT SHALL BE INCLUDED IN THE REQUEST FOR ,
APPROVAL. THE DETERMINATION AS TO WHETHER OR NUT PROPOSED SUBSTITUTE
EQUALS THAT SPECIFIED SHALL REST SOLELY WITH THE ENGINEER,
APPROVAL OF ALTERNATES AND/OF EQUAL MINOR PRODUCTS WILL BE ONLY BY
ADDENOUN. THE BIDDER SHALL INCLUDE. IN dIS PROPOSAL. ALL COSTS FOR
MODIFICATIONS REQUIRED '0 ADOPT THE S'18STI71TE.
WITHIN 30 DAYS AFTER THE DATE OF THE CONTRACT, THE ENGINEER SHALL i
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 RELATEDDRAWINGS '
PROPOSED (SUBSTRATING ITUTION SUC METHODS.WIHH PRODUCT OR MFT140D�FCCIIFFIED�N OF T HE
SHALL BE
PROVIDED.
IN MAKING SUCH A REQUEST FOR SUBSTITUTION, THE CONTRAC'OR REPRESENTSTHA '
ANDTHAS DETERMINEDALLY THAT INVESTIGATED
IS(EQUAL OR SUPERIOR PROPOSED
HE HAS SU ERIORTTO. IN ALL OR REST ECTS,
THE PROCUCT SPECIFIED. HF WILL PROVIDE THE SAME GUARANTEE FOR ,
SUBSTITUT104 AS FOR THE PRODUCT OR METHOD SPECIFIED. HE WILL ALSO
COORDINATE INSTALLATION OF ACCEPTED SUBSTITUTIONS INTO THE WORK
MAKALLING SUCH RESPECTS. HE WAIVES ALL CL AS MAY BE QAIIRED MS FORA THE WORK ADDITIONALTO BE COMPLETE COSTS RELATED TO
SUBSTITUTIONS WHICH CONSEQUENTLY BECOMES AFPARENT. COST DATA IS
CCMPLETE %ND SHALL INCLUDE ALL RELATED COSTS UNDER THIS CONTRACT '
INCLUDING ALL ENGINEERING RE-DESIGN COSTS.
1-6 ,
CITY OF RENTON GENERAL
NEST HILL 1.4 PIG RESERVOIR AUGUST 1984
' ALTERNATE DESIGNS: STEEL STORAGE RESERVOIR
1N THE EVENT THAT THE CONTRACTOR SHALL REQUEST, OR SUBMIT, AN
' ALTERNATE DESIGN, THE ENGINEER WILL CONSIDER SUCH ALTERNATE DESIGNS
WITH REASONABLE PROMPTNESS. SUCH REQUEST FOR EITHER A DESIGN REVIEW
FROM ALTERNATE PLANS SUBNITTED BY THE CONTRACTOR, OR REQUEST FOR A
t REDESIGN INITIATED BY THE CONTRACTOR AS SET FORTH ABOVE, SHALL BE
MADE IN WRITIKG TO THE ENGINEER, WHEN THE CONTRACTOR SUBMITS PLANS
FOR AN ALTERNATE DESIGN, IT SHALL BE IN THE FORM OF REPRODUCTIBLE
DRAWINGS.
PROVIDED THAT SUCH PROPOSED ALTERNATE DESIGN APPEARS REASONABLE AND
SATISFACTORY TO THE ENGINEER, THE ENGINEER WILL PERFORM AN
ENGINEERING REVIEW Of THE PROPOSED ALTERNATE DESIGN.
THE COST OF THE ENGINEERING REVIEW OF THE PROPOSED ALTERNATE DESIGN
AS REQUESTED BY THE CONTRACTOR, WILL RE BILLED TO THE CONTRACTOR BY
THE ENGINEER AT THE RATE OF TWO TIMES THE ENGINEER'S DIRECT PAYROLL
COSTS, PLUS DIRECT EXPENSES DIRECTLY ATTRIBUTABLE TO THE WORK.
' THE CONSIDERATION OF SUCH ALTERNATE DESIGN SHALL BE AFTER THE AWARD
OF CONTRACT. ANY SUCH ALTERNATE DESIGN SHALL BE CONSIDERED ON THE
BASIS OF OVERALL ENGINEERING SUFFICIENCY AND ECONOMY TO THE OWNER.
ALL BIO PROPOSALS FOR THIS PROJECT SHALL BE BASED UPON THE DESIGNS
SHOWN ON THE CONTRACT PLANS AND THESE TECHNICAL SPECIFICATIONS.
STAKING
THE ENGINEER SHALL STAKE OUT THE LOCATIONS OF MAJOR FACILITIES SHOWN
ON THE 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 DR DEFACED BY THE CONTRACTOR'S OPERATION BEFORE THEIR USE
' IS ENDED, THE FULL COST OF REPLACING THEM WILL RE AT THE CONTRACTOR'S
EXPENSE BY DEOUCTIUN FROM ANY MONEY DUE HIM, THE CONTRACTOR SHALL
PROVIDE SUFFICIENT AND SAFE FACILITIES TO ENABLE THE ENGINEER ID 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 REASONABLF 71MF. AS MAY RE REQUIRED FOR DIVING 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.
1-7
i
CITY OF RENTON Ai
WFST HILL 1.4 MG RESERVOIR GENERAL
AUGUST ERA4
4.0 COMMENCEMENT OF WORK
POLLUTION CONTROL '
THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF FEDERAL, STATE, ,
AND LOCAL STATUTES AND REGULATIONS DEALING WITH POLLUTION. IN
ADDITON, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, IN A NEAT AND
SANITARY EES
AND ENGINFERS CONDITION.
MAY SUCH
HNECESSAARRY TO COMPLY WITH THE REQUIREMENTS ANDREGULATIONS OF THE AGENCIES OR ORGANIZATIONS HAVING JURISDICTION OVER
SANITARY AND HEALTH CONDITIONS AND OF OTHER BODIES OR OFFICES HAVING '
JURISDICTION THEREOVER. HE SHALL PERMIT NO PUBLIC NUISANCES.
STATE,
V:iH THE
PREVENTIONOFENVIR N ENVIRONMENTAL POLLUTION AND THE P EN ERVATIONG OF PUBLIC
NATURAL RESOURCES THAT MAY AFFECT OR MAY BE AFFECTED BY THE PROJECT
ARE ON FILE AT THE OFFICE OF THE OWNER. THESE PRCVISiONS ARE NOT
EXCLUSIVE AND THE CONTRACTOR MUST FAMII IARIZE HIMSELF WITH ALL SUCH '
STATUTES, AND IF THE CON R CT ORDINANCES.
UNDERTAKEU ADDIONS ITIONALAWORKPLY DUETOTOTTIS CONTRACT.
HE ENACTMENT
OF NEW OR A14ENOMENT OF EXISTING STATUTES, ORDINANCES, RULES, OR '
REGULATIONS DEALING WITH THE PREVENTION OF ENVIRONMENTAL POLLUTION
AND PRESERVATION OF NATURAL RESOURCES THAT MAY AFFECT OR MAY BE
AFFECTED BY THE PROJECT WHICH ENACTMENT OF AMENDMENT OCCURS AFTER THE
SUBMISSION FOR THIS K AS MUSI,
BE UNDERTAKEN HSHALL ONOT INVALIDATE CONTRACT,
SUCH ADDITIONAL
AND THE�CONTtACTOR ,
SHALL PROCEED TO PERFORM SUCH ADDITIONAL WORK.
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. ,
CARE OF EXISTING FACILITIES '
THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT EXISTING
SIDEWALKS, CURBS, PAVEMENTS, UTILITIES, ADJOINING PROPERTY, AND 1
STRUCTURES. TO AVOID DAMAGE THERETO, HE SHALL, AT HIS OWN EXPENSE,
COMPLETELY REPAIR ANY DAMAGE CAUSED BI" HIS OPERATION. ACCESS FOR
FIRE-FIGHTING EQUIPMENT SHALL BE MAINTAINED AT ALL TIMES,
REMOVAL OF ALL DEBRIS, CLEARING, ETC.
THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE CONSTRUCTION AREA C.,EAN
AND ORDERLY AND, UPON COMPLETION OF THE WORK, SHALL LEAVE ALL PARTS
OF THE WORK CLEAR AND FREE OF RUBBISH AND EXCESS MATERIAL OF ANY ,
1-8
------------
CITY OF RENTON GENERAL
' WEST HILL 1.4 MG RESERVOIR AUGUST 1984
KIND. ALL EQUIPMENT SHALL BE LEFT CLEAN AND FREE. OF STAINS OR PAINT,
OR OTHER MARS OR DEFECTS. UPON COMPLETION, THE SITE OF ALL WORK,
EQUIPMENT AND MATERIAL STORAGE AREAS SHALL BE RESTORED 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.
CMWRCEMu1T OF WORK ON PUBLIC AND PRIVATE RIGHT-OF-WAY
WORK SHALL NOT BE STARTED ON ANY PUBLIC OR PRIVATE RIGHT-OF-MAY UNTIL
CLEARANCE IS GIVEN TO THE CONTRACTOR BY THE 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
PURPOSE OF INSPECTION AND THE CONTRACTOR SHALL, AT ALL TIMES,
' MAINTAIN PROPER FACILITIES AND PROVIDE SAFE ACCESS FOR SUCH
INSPECTION.
TEMPORARY FACILITIES
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
' TEMPORARY CONSTRUCTION FENCING AROUND THE CONSTRUCTION SITE AT ALL
TIMES FOR THE PURPOSE OF LIMITI'4G ACCESS BY THE PUBLIC.
THE CONTRACTOR SHALL ALSO 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 REGULATONS. SANITARY FACILITIES
ADEQUATE FOR ALL WORKERS SHALL COMPLY WITH ALL CODES AND REGULATIONS
AND THERE SHALL BE SHELTERS AND DRY FACILITIES FOR THE WORKMEN AS
REQUIRED. THE CONTRACTOR SHALL INSURE THAT ALL GUARDS, MARKS,
SHIELDS, PROTECTIVE CLOTBING, RAINGEAR, AND OTHER EQUIPMENT REQUIRED
BY LAW, ORDINANCE, LABOR CONTRACTS, OSHA REGULATIONS, AND OTHER
REGUFIRSLTTAIDSKITS ANDFR THE NEQUIPMENTINIENANCEASFREQUIREDNBYHEALTH ADSLAWTSHALLAFEY BESALSLOFBE
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, AND ANY OTHER TEMPORARY
' SERVICE EQUIPMENT THAT MAY REMAIN. IN ADDITION, HE SHALL ARRANGE FOR
THE TRANSFER OF ELECTRICAL ACCOUNT TO THE OWNER'S NAME.
' 1-9
CITY OF RENTON GENERAL ,
WEST HILL 1.4 MG RESERVOIR AUGUST 1984 '
TEMPORARY UTILITIES '
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ADEQUATE 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 NECFSSARY '
FACILITIES FOR THE NECESSARY WATER SUPPLY FOR HIS CONSTRUCTION Ar HIS
OWN EXPENSE UNLESS OTHERWISE PROVIDED.
5.0 TESTING AND FACILITY STARTUP '
SCHEDULE 1
TESTING OF ALL PHASES OF THE PROJECT SHALL BE REQUIRED PRIOR TO
PLACEMENT OF THE RESERVOIR IN SERVICE AND IN OPERATION. NOT LESS
THAN 30 DAYS BEFORE THE ANTICIPATED TIME FOR BEGINNING THE TESTING,
THE CONTRACTOR WILL SUBMIT TO THE ENGINEER FOR APPROVAL A COMPLETE
PLAN FOR THE FOLLOWING!
I. SCHEDULES FOR TESTS '
2. COMPLETE SCHEDULE OF EVENTS TO RE ACCOMPLISHED DURING TESTING ,
3. AN OUTLINE OF WORK REMAINING UNDER THE CONTRACT THAT WILL BE
CARRIED OUT WHILE THE. RESERVOIR IS IN OPERATION. ,
CONTRACTOR'S RESPONSIBILITY
ALL TESTING SHALL NOT BE CAUSE FOR CLAIMS FOR DELAY BY THE CONTRACTOR
AND ALL EXPENSES ACCRUING THEREFROM SHALL BE DEEMED TO RE INCIDENTAL
TO THIS CONTRACT. THE CONTRACTOR SHALL MAKE ARRANGEMENT FOR ALL ,
MATERIALS, SUPPLIES, AND LABOR NECESSARY TO EFFICIENTLY COMPLETE THE
TESTING.
TESTING
WHERE THE SPECIFICATIONS REQUIRE WORK TO BE SPECIFICALLY TESTED OR ,
REVIEWED, IT SHALL NOT BE TESTED OR COVERED UP WITHOUT TIMELY NOTICE
TO THE ENGINEER OF ITS READINESS FOR INSPECTION, UNLESS THE ENGINEER
WAIVES SUCH NOTICE. SHOULD ANY SUCH WORK BE COVERED UP WITHOUT SUCH ,
NOTICE, APPROVAL, OR CONSENT, 11 MUST, IF REQUIRED BY THE ENGINEER,
BE UNCOVERED FOR EXAMINATION AT THE CONTRACTOR'S EXPENSE. WHERE WORK
IS TO BE TESTED. ALL NECESSARY EQUIPMENT SHALL BE SET UP AND THE WORK ,
GIVEN A PRELIMINARY TEST SO THAT ANY AND ALL DEFECTS MAY BE
DISCOVERED AND REPAIRED PRIOR TO CALLING OUT THE ENGINEER FOR THE
TEST.
1-10
CiTY OF RENTON GENERAL
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
TESTING SHALL CONSIST O: INDIVIDUAL TESTS AND CHECKS MADE ON
EQUIPMENT INTENDED TO PROVIDE PROOF OF PERFORMANCE OF UNIT AND PROPER
OPERATION OF UNIT CONTROL TOGETHER WITH SUCH NECESSARY TESTS WHETHER
OR NOT DESCRIBED ELSEWHERE IN THESE SPECIFICATIONS. TO ASSURE PROPER
ALIGNMENT, SIZE, CONDITION, CAPABILITY, STRENGTH, PROPER ADJUSTMENT,
LUBRICATION, PRESSURE, HYDRAULIC TESTS, LEAKAGE TEST, AND ALL OTHER
TESTS DEEMED NECESSARY BY THE ENGINEER TO DETERMINE THAT ALL
MATERIALANCHORED. ANDEINIALLNT ARE OF RESPECTS.PREADYEFOQUALITY.
USE. ANYROPERRTIF CIATESEAS
REQUIRED BY THESE SPECIFICATIONS BY THE NANUFACTURER'S REPRESENTATIVE
SHALL BE SUPPLIED TO THE ENGINEER PRIOR TO OPERATION.
ALL PIPING SMALL BE TESTED AS REQUIRED BY SPECIFICATIONS AND
APPLICABLE CODES. TESTS ON INDIVIDUAL ITEMS OF EQUIPMENT, SUCH AS
' PIPELINES, STRUCTURES, CONTROLS, AND OTHER ITEMS SHALL BE AS
DESCRIBED IN VARIOUS SECTIONS DESCRIBING SUCH ITEMS. TESTING WILL BE
DOME BY THE CONTRACTOR IN THE PRESENCE OF THE ENGINEER. RECORDS OF
ALL OFFICIAL TESTS WILL BE MADE BY THE ENGINEER. DURING THESE TESTS,
THE CONTRACTOR SHALL CORRECT ANY DEFECTIVE WORK DISCOVERED OR THAT 1S
NOT IN FIRST CLASS OPERATING CONDITION,
6.0 OPE-RATION AND MAINTENMCE NANUALS
' 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 'URMISNED 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 EOUIPMENT,
' I. COMPLETE AS-BUILT ELEMENTARY WIRING AND ONELINE DIAGRAMS.
' 2. RECOMMENDED SPARE PARTS.
3. COMPLETE PARTS LIST, BY GENERIC TITLE AND IDENTIFICATION NUMBER,
COMPLETE WITH EXPLODED VIEWS OF EACH ASSEMBLY,
' 4. DISASSEMBLY AND RE-ASSEMBLY INSTRUCTIONS.
' 5. NAME, LOCATION, AND TELFPHONE NUMBER OF THE NEAREST SUPPLIER AND
SPARE PARTS WAREHOUSE.
6. RECOMMENDED TROUBLE-SHOOTING PROCEDURES.
1-li
CITY OF RENTON GENERAL
HEST HILL 1.0 NG RESERVOIR AUGUST 1964
7. RECOMMENDED STEP-BY-STEP OPERATING PROCEDURES. '
8. ALL MANUFACTURERS' WARRANTEES. 1
GENERAL MANUALS WHICH DESCRIBE SEVERAL ITEMS NOT IN THE CONTRACT WILL 1
NOT BE ACCEPTED UNLESS ALL REFERENCES TO IRRELEVANT EQUIPMENT IS
NEATLY ERADICATED OR BLOCKED OUT.
1.0 6UANANTYES AND WAAMTIES 1
THE CONTRACTOR SHALL SECURE AND DEL rER TO THE ENGINEER ALL EQUIPMENT 1
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 CDVERING ALL MAJOR AND MINOR 1
EQUIPMENT WARRANTIES.
1
1
1
1
1
i
1
1
1
1
,-1
1
1
CITY OF RENTON SITEYORK
Y'-ST NTII 1.4 MG RESERVOIR Atom 1994
2.0
SITEWORK
2.1 EARTHWORK
GENERAL
THIS SECTION DESCRIBES THE GENERAL REQUIREMENTS FOR ALL TYPES OF
FARTHWORK AND IS APPLICABLE TO ALL EARTHWORK AS REQUIRED ON THIS
PROJECT.
' CLASSIFICATION
ALL EXCAVATION IN THIS PROJECT IS CONSIDERED UNCLASSIFIED. THE TERMS
EARTHWORK" OR "EXCAVATION" INCLUDE ALL MATERIALS EXCAVATED OR
REMOVED. REGARDLESS OF MATERIAL CHARACTERISTICS. THE CONTRACTOR
SHALL MAKE HIS OWN ESTIMATE OF THE KIND AND EXTENT OF THE EXCAVATION.
SITE GRADING
PERFORM ALL EARTHWORK TO THE LINES AND GRADES AS SHOWN AND/OR
ESTABLISHED BY THE ENGINEER, WITH PROPER ALLOWANCE FOR SURFACING
SHOWN, SHAPE, TRIM, AND FINISH SLOPES OF CHANNELS TO CONFORM WITH
' THE LINES, GRADES, AND CROSS SECTIONS AS SHOWN OR APPROVED. MAKE
SLOPES FREE OF ALL EXPOSED ROOTS ARC STONES EXCEEDING 3-INCH DIAMETER
WHICH ARE LOOSE AND LIABLE TO FALL ROUND TOPS OF 3ANKS TO CIRCULAR
CURVES, IN GENERAL, NOT LESS THAN A 5-FOOT RADIUS. ROUNDED SURFACES
SHALL BE NEATLY AND SMOOTHLY TRIMMED. FINISHED SITE GRADING SHALL BE
APPROVED BY THE ENGINEER.
' STRUCTURAL EXCAVATION
STRUCTURAL EXCAVATION SHALL INCLUDE CLEARING AND GRUBBING BEYOND THE
EXCAVATION CATCH POINT. CLEARING SHALL CONFORM TO APWA SECTION
12-1.03 AND
ION
SHALL INCLUDE RTHE IREMOVAL OF ANY 1IAND IALL FORMATIONS TENCOUNTEREDURAL TAND
THE REMOVAL AND DISPOSAL Of ALL DEBRIS, INCLUDING SUBMERGED OR BURIED
TIMBER. THE CONTRACTOR SHALL EXCAVATE TO THE DEPTH NECESSARY TO
COMPLETE THE WORK AS SHOWN ON THE DRAWINGS.
CERTAIN EXISTING EARTH SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF
FOUNDATION FOR THE NEW RESERVOIR. BORING LOGS FOR THE RESERVOIR SITE
ARE PRESENTED .AT THE END OF THIS SECTION, THE MATERIALS SHALL BE
2-1
CITY OF RENTON SITEWORK '
NEST HILL 1.4 MG RESERVOIR AUGUST 1984
EXCAVATED BY THE CONTRACTOR AS SHOWN ON THE RESERVOIR FOUNDATION PLAN
AND, AS NECESSARY THROUGHOUT THE SITE, TO BRING THE FINISHED GRADES '
TO THE CONTOURS SHOWN ON THE PLAN. ANY UNUSABLE TOPSOIL ENCOUNTERED
DURING THE EXCAVATION STALL BE STOCKPILED AND SPREAD AROUND THE
SURFACE AS DIRECTED BY THE ENGINEER. ALL OTHER MATERIALS SHALL BE ,
CLASSIFIED AS WASTE AND SHALL BE DISPOSED OF B'! THE CONTRACTOR AT
WASTE SITES. THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS
FOR OBTAINING THE WASTE SITE AT HIS OWN EXPENSE. '
THE BOTTOM SURFACE OF THE FOUNDATION EXCAVATION SHALL BE EXAMINED BY
A SOILS ENGINEER AND A DETERMINATION MADE AS TO THE SUITABILITY OF
THAT SURFACE TO PROVIDE THE NECESSARY STRUCTURAL CAPACITY. SHOULD '
ADDITIONAL EXCAVATION BE REQUIRED, IT SHALL BE CLASSIFIED AS EXTRA
EXCAVATION AND SUCH EXCAVATION WILL BE PAID FOR IN ADVANCE IN
ACCORDANCE WITH SECTION 36 OF THE GENERAL CONDITIONS, '
o 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 OF THE CONTRACTOR TO ,
DESIGN, FURNISH, PLACE, MAINTAIN, AND REMOVE SUCH SUPPORTS IN
ACCORDANCE WITH APPLICABLE ORDINANCES AND SAFETY REQUIREMENTS.
THE DESIGN, PLANNING, INSTALLATION AND REMOP!L 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.
o DISPOSAL OF EXCAVATED MATERIAL
IT IS ANTICIPATED THAT THE MAJORITY OF THE EXCAVATED MATERIAL WILL
NOT 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.
o STOCKPILING OF EXCAVATED MATERIAL ,
PERMISSIBLE AREAS FOR STOCKPILING OF SUITABLE EXCAVATED MATERIALS
FOR LATER RE-USE SHALL BE DESIGNATED BY THE ENGINEER. ,
STRUCTURAL BACKFILL MTERIAL ,
IMPORTED STRUCTURAL BACKFILL MATERIAL SHALL MEET THE REQUIREMENTS OF
GRAVEL BACKFILL FOR FOUNDATIONS, CLASS B OF APWA/WSPOT SECTION ,
9-03.12(1)B, EXCEPT THE MAXIMUM STORE SIZE SHALL BE ONE INCH.
' CITY OF RENTON SiTEMORK
WEST HILL 14.4 MG RESERVOIR AUGUST 1984
PLACEMENT OF STRUCTURAL BACKFILL
IMPORTED STRUCTURAL MATERIAL SHALL RE FURNISHED, PLACED, AND
' COMPACTED BY THE CONTRACTOR FOR CONSTRUCTION OF THE RESERVOIR
FOUNDATION INSIDE THE FOUNDATION RINGWALL, AND BACKFILL AROUND THE
EXTERIOR OF THE RINGW.ALL.
ALL BACKFILL SHALL BE PLACED IN UNIFORM LAYERS OF LOOSt MATERIAL NOT
MORE THAN 8 INCHES IN DEPTH, DRIED, AND MOISTENED AS RE-IOIRFD TO
OBTAIN OPTIMUM MOISTURE CONTENT AND COMPACTED TO A OENSIiY ,F AT
LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURC AS
DETERMINED BY THE MODIFIED PROCTER MAXIMUM DRY DENSITY (ASTM 01557).
MATERIALS MUST BE COMPACTED BY A METHOD APPROVED BY THE ENGINEER.
THE METHODS USED TO SECURE THE SPECIFIED MOISTURE CONTENT WILL BE IN
THE CONTRACTOR'S RESPONSIBILITY. THE COMPACTING EQUIPMENT AND THE
METHOD OF COMPACTION SHALL BE SUCH THAT A UNIFORM DENSITY WILL 'IE
OBTAINED OVER THE ENTIRE AREA AND THE DEPTH OF MATERIAL BEING
COMPACTED.
THE STRUCTURAL FILL SHALL BE CnNSTRUCTED TO THE GRADE ESTABLISHED BY
THE ENGINEER AND THE COMPLETED FILL SHALL CORRESPOND TO THE GENERAL
SH'IPE OF THE TYPICAL SECTION SHOWN ON THE PLANS AND EACH SECTION OF
THE FILL SHALL CORRESPOND TO THE DETAILED SECTION ESTABLISHED BY THE
i ENGINEER. THE FINISHED GRADE OF THE FILL MATERIAL SHALL NOT VARY
MORE THAN 0.05 FEET FROM THE ESTABLISHED GRADES AND THE
CROSS-SECTIONS SHOWN ON THE DRAWINGS OR ESTABLISHED BY THE ENGINEER.
rWHEN FILL :S PLACED ADJACENT TO PINGWALL FOUNDATION, HEAVY EQUIPMENT
FOR SPREADING, AND COMPACTING SHALL NOT BE OPERATED CLOSER THAN A
DISTANCE EQUAL TO THE HEIGHT OF THE BACKFILL ABGvE THE TOP OF THE
' FOUNDATION.
' GRAVEL BACKFILL FOR DRAINS
ALL GRAVEL. BACKFILL TO RE UTILIZED FOR DRAINAGE SYSTEM SHALL BE
SLOPED TOWARD THE UNOERDRAiN AS SHOWN AND MATERIAL AS PER
SPECIFICATION.
' GRAVEL BACKFILL FOR DRAINS SHALL BE FURNISHED, PLACED. AND COMPACTED
BY THE CONTRACTOR ALONG THE PERFORATED UNDERORAiN PIPES, THE MATERIAL
FOR THIS USE SHALL CONSIST OF CRUSHED OR NATURALLY OCCURRING
FREE-DRAINING GRANULAR MATERIAL WHICH SHALL BE WASHED, IF NECESSARY,
TO RENDER THE PARTICLES FREE FROM CLAY. IT SHALL NOT CONTAIN MORE
THAN ONE PERCENT OF CLAY LUMPS OR OTHER READIL° DECOMPOSED MATERIAL.
IT SHALL CONFORM TO THE FOLLOWING REOUIREMENTS `R GRADING:
' 2-3
CITY OF RENTON TEWOkK
,
WEST HILL 1.4 MG RESERVOIR SIAUGUST 1>V3S
PERCENT BY WEIGHT '
PERCENT PASSING 2-1/2" SQUARE SIEVE 95 - NT
PERCENT PASSING 1/4" SQUARE SIEVE 30 - 00
PERCENT PASSING U.S. NO. 8 SIEVE 20 _ 50
OERCFRT PASSING U.S. NO. 30 SIEVE 9 - 30
PERCENT PASSING U.S. 40, 50 SIEVE 3 _ •,2
PERCENT PASSING U.S. NO. 200 SIEVE 0 - 1,2 ,
THAT PORTION OF THE GRAVEL BACKFILL USED FOR DRAINS WHICH 15 RETAINED '
ON 1/4 INCH SQUARE SIEVE SHALL NOT CONTAIN MORE THAN 0.05 PERCENT BY
WEIGHT OF WOOD WASTE.
CDNTROL CF WATER
THE CONTRACTOR SHALL FURNISH, INSTALL, AND OPERATE ALL NECESSARY
MACHINERY, 4PPLIANCES, AND EQUIPMENT TO KEEP EXCAVATIONS FREE FROM
WATER DURING CONSTRUCTION AND SHALL DEWATER AND DISPOSE OF THE WATER
SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY OR TO CAUSE A
NUISANCE DR A MENACE TO THE PUBLIC. HE SHALL, AT ALL TIMES, HAVE ON
HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING
CONDITION FOR ALL OROINARi EMERGENCIES INCLUDING POWER OUTAGE AND
SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKMEN FOR THE OPERATION '
OF THE PUMP EQUIPMENT. THE DEWATERING SYSTEM SHALL NOT BE SHUT DOWN
BETWEEN SHIFTS, ON HOLIDAYS, OR WEEKENDS OR DURING WORK STOPPAGES,
WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. '
THE CONTROL OF GROUNDWATER SHALL BE SUCH THAT SOFTENING OF THE BOTTOM
OF EXCAVATIONS, OR FORMATION OF TICK CONDITIONS OR BOILS DURING ,
EXCAVATION, SHALL BE PREVENTED. DEWATERING SYSTEMS SHALL HE DESIGNED
ANO OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. DURING
OF THE STRUCTURES,
PLACINGING OF,STRUCTURE A1ND ON TRENCH CKFILL, AND ITHEALLING PLACINGFANDPELINES SETTING ,
OF CONCRETE, EXCAVATIONS SHALL BE KEPT FREE OF WATER EXCEPT AS
SPECIFIED. THE CONTRACTOR SHALL. CONTROL SURFACE RUNOFF SO AS TO
PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. ,
2.2 PIPE TRENCHING, BACNFILL AND COMPACTION '
GENERAL
THE WORK COVERED IN THIS SECTION CONSIST; OF EXCAVATING, DEWATERING,
SHORING,
IPF DI PLUGGING,
IG PROTECTION. NS CLEANUP ALL
PLNE TRENCHINC iH� pROJE ALL WORK HALL BE DONE IN
ACCORDANCE WITH THE SPL, -1CATIONS AND AS SHOWN ON THE DRAWINGS. ,
�•6
CITY OF RENTON SITEWGRt
1 NEST HILL 1.4 MG RESERVOI, AUGUST 1984
EXCAVATION
EXCAVATE FOR THE INSTALLATION OF PIPING, UTILITIES. AND
APPURTENANCES. OBSTRUCTIONS SUCH AS TREE POOTb, STUMPS, ABANDONED
CONCRETE STRUCTURES, AND OTHER MATERIAL OF ALL TYPES SHALL BE REMOVED
AT NO ADOITIO14AL EXPENSE TO THE OWNER.
TRENCH WIDTH
MINI. WIDTH OF UNSHEETEO TRENCHES J THE MINIMUM CLEAR WIDTH OF
SHEETED TRENCHES IN WHICH PIPE IS TO BE LAID SHALL BE 18 INCHES
GREATER THAN THE INSIDE DIAMETER OF THE PIPE. SHEETING REQUIREMENTS
SHALL TOP OF
THEOEPIPEENT OF OR ABOVENCH THEWIDTH. THE PIE WILL NOTIBBEE LIMITED.CLEAR WIDTH
EXCEPT THE
IN
CASES WHERE EXCESS WIDTH OF EXCAVATION WOULD CAUSE DAMAGE TO ADJACENT
STRUCTURES.
GRADE
CARRY THE BOTTOM OF THE TRENCH TO THE LINE AND GRADE SHOWN, OR AS
ESTABLISHED BY THE ENGINEER, ALLOW FOR PIPE THiC:(NESS AND FOR BASE.
BACKFILL ANY PART OF THE TRENCH EXCAVATED BELOW GRADE WITH APPROVED
GRANULAR MATERIAL AND COMPACT TO A DENSITY EQUAL TO THE UNDISTURBED
TRENCH BOTTOM,
REMOVAL OF WATER
' REMOVAL OF WATER SHALL BE ACCOMPLISHED AS S?ECIFIED IN SECTION 2.1.
TRENCH STABILIZATION
IF, IN THE OPINION OF THE ENGINEER, THE MATERIAL IN THE BOTTOM OF THE
' TRENCH IS UNSUITABLC FOR SUPPORTING IMF PIPE, EXCAVATE BELOW THE FLOW
LINE AS APPROVED, AND BACKFILL TO THE REQUIRED GRADE WITH GRAVEL AS
SPECIFIED HEREINBEFnRE.
NATIVE BACKFILL
EXCAVATED MATERIAL, FREE FROM ROOTS, TRASH, AND OTHER DEBRIS. MAY BE
USED FOR BACKFIIL, IF DIRECTED Pv THE ENGINEER, ALL UNSLITTARLE
MATERIAL AND WASTE MATERIAL SHALL RE DISPOSED OF .AT AN APPROVED
DEMOTE SITE.
2-5
CITY OF RENTON SITEWORK
WEST HILL 1.4 M6 RESERVOIR AUGUST 19E„
IMPORTED BACKFILL MATERIAL '
IMPORTED BACKFILL MATERIAL SHALL MEET THE REQUIREMENTS OF BANK RUN
GRAVEL FOR TRENCH BACKFILL WSOOT STANDARD NO. 9-03.10, EXCEPT THE
MAXIMUM SIZE OF STONE SHALL BE 2-112 INCHES,
SHIRTING, 9MING, AM BRACING OF TRERCIES '
THE CONTRACTOR SHALL HROVIDE AND INSTALL TIMBERING ARO SHEETING AS
NECESSARY TO PROTECT WORKMEN, THE WORK AREA, AND EXISTING ,
UTILITIES OR STRUCTURES AND OTHER PROPERTIES, AND AS REQUIRED BY ALL
LOCAL, STATE, AND FEGERAL AGENCIES. ALL TIM9ERI46 AND SHEETING
SHALL BE REMOVED PRIOR TO BACKFILLING. ,
TRENW BACKFILL FOR PIPE BASE
BED THE PIPE IN THE SELECTED BACKFILL MATERIAL SO THAT 7,E FLOW LINE ,
IS AT THE REQUIRED GRADE AND ELEVATION. PLACE AND FINISH THE BASE TO
GkADE AHEAD OF THE PIPE LAYING OPERATION. '
TRENCH BACKFILL AT PIPE ZONE ,
BACKFILL THE PIPE ZONE TO 6 INCHES A30VE THE OUTSIDE OF THE PIPE FOR
THE FULL WIDTH OF THE TRENCH. PLACE IN THE TRENCH IN LIFTS NOT
EXCEEDING 6 INCHES ON BOTH SIDES OF THE PIPE. THOROUGHLY TAMP AND
SUPPLEMENT BY •WALKING IN" THE MATERIAL. USE PARTICULAR ATTENTIGN IN
PLACING MATERIAL ON THE UNDERSIDE OF THE PIPE TO PR01DE A SOLID
BACKING AND TO PREVENT LATERAL MOVEMENT DURING THE FINAL BACKFILLING 1
PROCEDURE.
DEPOSIT BACKFILL MATERIAL IN HORIZONTAL LIFTS NOT EXCEEDING 6 INCHES '
IN DEPTH. COMPACT TO 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT AS DETERMINED BY ASTM D-155Z. REPAIR ANY SUBSEQUENT
DAMAGE CAUSED BY SETTLEMENT OF TRENCHES AT NO COST TO FHE OWNER.
7.2 PAVING AND SURFACING ,
GRAVEL BASE AGGREGATE
AGGREGATE FUR GRAVEL BASE, CLASS B. SHALL CONFORM WITH SECTION '
9-03.10 OF THE WSDOTIAPWA STANDARD SPECIFICATIONS.
CRUSHED SURFACING TOP COURSE AGGREGATE
AGGRLGATE FOR CRUSHED SURFACING TOP COARSE SHALL CONFORM WITH SECTION
9-03.9(3) OF THE WSDOT%APWA STANDARD SPECIFICATIONS. ,
2-6 '
rCITY OF RENTON SITEWORK
rWEST HILL 1.4 MG RESERVOIR 401ST 1984
rTHE BASE AND TOP COURSE MATERIAt.S SHALL BE SHAPED TO THE SECTION AND
PERCENT` THE MAXIMUMNT�H GRADE DRY DENSITYSATHOPTIM)M ON THE PLANS, AND MOISTURE CONTENTMASCTED 10 DETERMINED
r BY STANDARD PROCTOR COMPACTION TEST ASTM DESIGNATION 12698 - METHOD
D.
rASPr1LT CONCRETE PAVEMENT
PROVIDE A MINIMUM THICKNESS OF 2-INCHES OF ASPHALT r CONCRETE PAVEMENT,CLASS B, IN CONFORMANCE WITH WASHDOT AND APWA STANDARD SPECIFICATIONS
SECTION 5-04. THE EDGES OF EXISTING ABUTTING PAVEMENT SHALL BE
SAWCUT TO PRODUCE A CLEAN STRAIGHT INTERSECTION BETWEEN THE NEW AND
r THE EXISTING PAVEMENT. FINISHED GRADE SHALL CAUSE SU4FACE WATER
RUNOFF AWAY FROM THE RESERVOIR AND INTO THE STORMWATER SYSTEM.
FINISHED GRADE SHALL PRECLUDE RUNOFF FROM THE PAVEMENT TO THE
' ROCKERY, INTO THE GATE VALVE VAULTS, OR INTO THE HANDHDLES.
ALL JOINTS CHALL RE SEALED IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS.
1
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' HARr-CROWSER & assoc,ales. .11c
Figure A-a
' CITY OF RENTON LANDSCAPING
WEST HILL 1.4 MG RESERVOIR AIMST IR04
3.0
LANDSCAPING AND FENCING
3.1 LANDSCAPING
SCOPE
THE WORK COVERED IN THIS SECTION CONSISTS ( BUT NOT LIMITED TO:
AMENDMENTS AS RECUIREO TO EXISTING STOC'.PILEO TOPSOIL, SPREADING
AME;.JED TOPSOIL TO REQUIRED DEPTHS AND FINISH GRADES, FURNISHING AND
INSTALLING PLANT MATERIALS AS INDICATED. PROVIDING MAINTENANCE AND
CARE OF PLANT MATERIAL, CLEANING UP AND PROVIDING SPECIFIED
GUARANTEE.
STANDARD SPECIFICATIONS
PLANT NAMES MUST CONFORM TO ACCEPTED NURSERY TRADE NOMENCLATURE I E.
' "REPORT" ISSUED BY AMERICAN JOINT COMMITTEE ON HORTICULTURAI
NOMENCLATURE AND HEREINAFTER CALLED AJCHN.
QUALITY STANDARDS SHALL BE IN CONFORMANCE WITH "AMERICAN STANDARD FOR
' NURSERY STOCK', ISSUED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE
AND MERf1NAFTER CALLED ANSI Z60. 1-1969.
tPROCURING MATERIALS
' VERIFY PRIOR TO .ID DATE ALL SOURCES Of SUPPLY. INSURE AVAILABILITY
OF LISTED SIZES, SPECIES, VARIETY, AND QUALITY. OWNER MAY PROVIDE
ANY ITEM NOT PROMPTLY SUPPLIED, INVOICING CONTRACTOR FOR ALL COSTS.
PLANT MATERIALS
GRADE IN ACCORDANCE WITH WASHINGTON STATE GRADING CODE FOR NO. 1
GRADE. PLANTS MUST BE FRESH, WELL-ESTABLISHED. IN VIGOROUS NORMAL
HABIT. OF GROWTH, AND GROWN FOR 2 YEARS UNDER CLIMATIC CONDITIONS
' SIMILAR TO SITE, UNLESS OTHERWISE APPROVED. PLANTS MUST BE FREE FROM
DISEASE, INSECTS, INSECT EGGS, AND LARVAE. PLANTS MUST BE APPROVED
FOR QUALITY, SIZE, AND VARIETY UPON DELIVERY AT SITE.
INSPECTION
OWNER WILL INSPECT LARGER TREES OR SPECIMEN QUALITY PLANT MATERIA. AT
PLACE OF GROWTH. SUBMIT SAMPLES OF OTHER PLANT MATERIALS TO OWNER,
FOR ACCEPTANCE, PRIOR TO SITE SHIPMENT. INSPECTIONS AND ACCEPTANCE
3-1
CITY OF RENTON LANDSCAPING
WEST HILL 1,4 MG RESERVOIR AUGUST 1084
OF ALL STOCK, PRIOR TO PLANTING, IS MANDATORY. OWNEK RESERVES THE
RIGHT TO REJECT, THROUGH HIS YGENT, ANY OR ALL PLANT MATERIAL AT ANY '
TIME, UNTIL FINAL INSPECTION AMC ACCEPTANCE. REMOVE REJECTED PLANS
IMMEDIATELY FROM SITE. PRODUCE, UPON REQUEST, SALES RECEIPTS FOR ALL
NURSERY STOCK AND CERTIFICATES OF INSPECTION FROM FEDERAL, STATE AND
OTHER AUTHORITIES.
MOVING PLANT MATERIAL
TRANSPORT CAREFULLY. PREVENI DAMAC•E. TIE BRANCHES AS NECESSARY. USE
BURLAP BASG TO PROTECT BARK FRO'I ROPE CHAGING. DO NOT RAG PLANT '
MATERIAL WITHOUT PROPER ROOT AND HRMCH PROTECTION.
LANDSCAPE CONTRACTOR '
MUST BE EXPERIENCED IN LANDSCAPE WORK OF HIGHEST PROFESSIONAL
QUALITY. HE MUST HAVE ADEQUATE FACILITIES AND PERS04NEL FOR
INDICATED WORK. HE MUST AQUAINT HIMSELF WITH ALL OTHER WORK RELATED
TO SITE IMPROVEMENTS, AND ANY OTHER WORK WHICH MIGHT AFFECT
PREPARATION FOR INSTALLATION OF PLANTING. ,
PROTECTION OF WORK, PROPERTY AND PERSONS
PROTECT ADJACENT PROPERTY AND RESERVOIR FROM ANY DAMAGE THAT MIGHT BE
INCURRED. DO NOT MIX PLANTING SOIL DIRECTLY ON PAVED SURFACES.
LOCATE ALL UNDERGROUND UfLIT1ES PRIOR TO COMMENCEMENT OF WORK.
REPAIR, AT CONTRACTOR'S EXPENSE. ANY DAMAGED UTILITIES, WALKS, OR
STRUCTURES. KEEP ARE, DRAINS OPEN AND TREE FLOWING.
MEASUREMENTS
CONFORM WITH SIZE REQUIREMENTS INDICATED. CONFORM WITH REQUIREMENTS '
OF ANSI Z 50.1. OVER SIZE PLANTS MAY BE USED IN LIEU OF SPECIFIED
SIZES WITHOUT ADDITION TO THE CONTRACT AMOUNT.
WRITTEN APPROVAL
WHERE OWNER'S APPROVAL IS REQUIRED, IT MUST BE IN WRITTEN FORM
GUARANTEE
GUARANTEE WORK OF THIS SECTION FOR ONE (1) '.EAR AGAINST ALL DEFECTS '
OF MATERIALS AND WORKMANSHIP, REPLACE PLANTS AND SOD ARFAS, NOT I9
FOMRAL HEALTHY GROWING CONDITIONS AT END OF GUARANTEE PERIOD .
REPLACE WITH PLANTS OF SOD OF IDENTICAL SPECIES AND SIZE. MAKE
REPLACEMENTS PRIOR TO EXPIRATION OF GUARANTEE PERIOD. '
3-2
' CITY OF RENTON LANDSCAPING
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
LANDSCAPING MATERIALS
PLANTS TO BE NURSERY GROWTH IN CLIMATIC CONDITIONS SIMILAR TO SITE.
AL'_ MATERIALS IN NORMAL HABIT OF GROWTH, HEALTHY, VIGOROUS, ADM FREE
1 OF DISEASE, INSECTS, INSECT EGGS, AND INSECT LARVAE.
SIZE AT LEAST EQUAL TO SIZE SPECIFIED, PRIOR T6 PRUNING. MEASURE
' WITH BRANCHES IN NORMAL GROWING POSITION. DO NOT PRUNE PRIOR TO SITE
DELIVERY UNLESS AUTHORIZED '.N WRITING BY OWNER. MEASUREMENTS,
CALIPER, BRANCHING, GRADING, QUALITY, BALLING, AND BURLAPPING ARE TO
FOLLOW CODE OF STANDARDS OF AMERICAN ASSOCIA1ION OF NURSERYMEN IN
O AMERICAN STANDARD FOR NURSERY STOCK, UNLESS OTHERWISE INDICATED.
NAMES SHOWN ON DRAWINGS CONFORM 10 STANDARDIZED NAMES OF AMERICAN
JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE, SECOND EDITIONS, 1942.
NAMES NOT PRESENT IN THIS LISTING CONFORM TO ACCEPTED PRACTICE IN
NURSERY TRADE.
' CONTAINER STOCK (CAN)
DELIVER STOCK IN ITS ORIGINALLY PLANTED CONTAINER. CONTAINER
' GROWTH PERIODS, 6 MONTHS MINIMUM; 2 YEARS MAXIMUM, PLANTS HAVING
SROKEN BALLS OF EARTH, WHEN TAKEN FROM CONTAINERS, MAY BE PLANTS
OPGR SPECIAL APPROVAL ONLY. DO NOT HANDLE CONTAINER STOCK BY
TOPS, STEMS OR TRUNKS.
eBALLED AND RURLAPPED STOCK (B 6 B)
DIG WITH FIRM, NATURAL BALLS OR SOIL AROUND ROTS; BALL DIAMETER
AND DEPTH SUFFICIENT TO ENCOMPASS FIBROUS AND FEEDING ROOTS.
SURROUDING SUFFICIENT TO INSURE FULL RECOVERY. BIND WITH TWINE.
CORD OR WIRE MESH IN ACCORDANCE WITH ANSI Z60,0. HANDLE RN BALL
ONLY TAKE CARE TO PROTECT BALL AND PLANT. CRACKED, BROKEN, OR
' DRY-TO-THE-CENTER BALLS WIL NOT BE ACCEPTED.
' BAREROOT STOCK (BR)
REMOVE EARTH WITHOUT INJURY TO FIBROUS ROOT SYSTEM. PROTECT FROM
DRYING BY COVERING WITH DAMP SAWDUST OR BURLAP UNTIL PLANTED.
' DRIED OR SHRIVELLED STOCK NO'. ACCPETABLE.
' GROUND COVER STOCK
NURSERY GROWN IN 2-114" PLASTIC OR PEAT POTS. STOCK "HARDENED
' OFF", WELL ROOTED AMD ESTABLISHED.
3-3
CITY OF RENTON LAN',SCA.PING '
NEST HILL 1.4 MG RESERVOIR AUGUS, 1984 ,
PRUNING ,
DO NOT PRUNE BEFORE DEL14-0. DAMAGED LEADER TREES WILL 3E
REJECTED. TREES WITH BARK SUNSCALDS, DISFIGURING KNOTS, OR FRESH
CUTS OF LIMBS OVER 3/4" N0T COMPLETELY CALLOUSED, WILL BE
REJECTED. COMPLETE PRUNING BEFORE BUDDING OR NEW GROWTH APPEARS,
AND AT LIRECTION AND APPROVAL OF OWNER.
TOPSOIL
A14END STOCKPILED TOPSOIL. AS INDICATED. SPREAD AT PRESCRIBED DEPTHS, A
IN ALL LAWN AND GROUNOCOVER NEEDS.
USE IMPORTED 3-WAY TOPSOIL MIX SPECIFIED BELOW, FOR TREE AND SHRUB '
PIT PLANTING. REMOVE FROM SITE ALL EXCESS STOCKPILED TOPSOIL AND
EXCAVATIONS FROM TREE AND SHRUB PITS; LEGALLY DISPOSE Of. '
° .AMENDED STOCKPILED TOPSOiI.
TOPSOIL MUST BE CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, ,
TOPSOIL MUST BE FREE OF ANY ADMIXTUE OF SUBSOIL, I INCH OR LARGER
DIAMETER ROCKS, CLODS OF HARD EARTH, PLANTS, ROOTS, STICKS, OR
TOGETHER EXTRANEOUS MATERIAL. DO NOT USE TOPSOIL IN FROZEN OR
MOODY CONDITION. TOPSOIL TO HAVE PH VALUE BETWEEN 6 AON 1. TO 4
PARTS OF THIS TOPSOIL. ADD A MIXTURE OF 1 PART SHREDDED PEAR
1 PART MANURE, AND 1 PART SAND. THOROUGHLY MIX PRIOR TO PLACING
IN GROUNOCOVER BEDS OF LAWN AREAS.
1. ;4ANURE COMPOST: MIXURE OF STEER MANURE AND SAWDUST SHAVINGS,
NOT MORE THAN 12 MONTHS OLD OR LESS THAN 3 MONTHS OLD. PRIOR
TO USE, THOROUGHLY PULVERIZE COMPOST, COMPOST FREE OF
DELETERIOUS OR FOREIGN MATERIAL. UNIFORMALY WORK MANURC INTO
TOP 6-8 INCHES OF TOPSOIL FOR LAWN AREAS, AT RATE OF 15 CUBIC
YARLS PER 1,000 SQUARE FEET.
2. PEAT MOSS: GRANULATED OR SHREDDED DOMTESTIC MATERIALS; '
PARTIALLY DECOMPOSED VEGETABLE MATTER OF NATUREAL OCCURANCE.
PROW CLEAN, LOW MINERAL CONTENT AND WOODY MATERIAL, MILDLY
*10. FREE FROM MINEPAL OR OTHER FOREIGN METTER HARMFUL TO '
NT LIFE.
IMPORTED 3-WAY MIX '
PREPARED TOPSOIL TO BE A 3-PART MIXTURE OF 3 PARTS SANDY LOAM
TOPSOIL. I PART COMPOSTED MANURE AND 1 PART SAND.
FERTILIZER
TREE, SHRUB, AND GROUNOCOVER '
3-4 ,
CITY OF RENTON LANDSCAPING
' WEST WILL 1.4 MG RESERVOIR AUGUST 1R84
AGRIFORM PLATING TABLETS 20-10-5. 21 GRAM SIZE.
DELIVER FERTILIZERS IN ORIGINAL CONTAINERS BEAR:YG MANUFACTBER'S
GUARANTEED ANALYSIS. DO NOT OPEN CONTAINERS OR REMOVE LABELS,
UNTIL INSPECTED AN APPROVED BY OWNER'S REPRESENTATIVE.
STAKING AND GUYING MATERIALS
DECIDUOUS TREE STAKING
t TWO 2" X Z" X 10' DOUGLASS FIR STAKES. DRIVE TO SOLO BEARING.
TIE WITH 12 GAGE GALVANIZED "TIE' WIRE PROTECTED WITH BLACK RUBBER
GARDEN HOSE SECTIONS.
' :VERGREFN TREE STAYING
ONE 2" X 2' X 10' DOUGLASS FIR STAKE. DRIVE DIAGONALLY INTO EARTH
WITH OPPOSITION TO PREVAILING WINDS. SECURE TRUNK INTO STAKE WITH
12 GAGE GALVANIZED "TIE" WIRE. PROTECT WITH BLACK RUBBER GARDEN
' HOSE SECTIONS. STAKE TREES OVER 2-CIN CALIPER AS ABOVE, BUT USE 2
ADDITIONAL STAKES FOR THREE-WAY SUPPORT,
' GUYED TREES
THREE 2" X 2" X 10' DOUGLASS FIR STAKES. DRIVE TO SOLID BEARING
TIE WITH 12 GAGE GALVANIZED 'FFL TURNBUCKLE AS SHOWN. PROTECT
TREE WITH BLACK RUBBER GARD, 'SE SEC'ION4.
NULCN
' USE FINELY GROUND FIR BARK, FREE OF PLANT MATERIALS OR CHEMICALS
INJURIOUS TO PLANT GROWTH.
TOPSOIL AND FINISH GRADING
° PLACING AMENDED TOPSOIL
w
SIIBGRADE MINUS 6 INCHES IN GROUNDCOVER BEDS. TOPSOILD DEPTH S;lOWN
OR SPECIFIED IS DEFINED AS DEPTH AFTER COMPACTION, ROLLING AND
SETTLEMENT.
' FINISH GRADING
FINE-GRADE PLATING AREAS TO LINES AND GRADES SHOWN ON DRAWINGS;
' 1/2" BELOW THE LEVEL OF ADVANCE PATH AREAS, UNLESS OTHERWISE
NOTED. FINE FINISH TOPSOIL 8Y RAKING SMOOTHLY AND EVENLY. REMOVE
ALL EXTRANEOUS MATTER TO FACILITATE NATURAL RUN-OF. ELIMINATE
PONDS BY REGRADING AS NECESSARY. SCARIFY ALL HARDPACKED TOPSOIL
' 3-5
CITY OF RENTON LANDSCAPING
WEST HILL 1.4 MG RESERVOIR AUGUST 1984 ,
TO 6 INCH DEPTH. WORK AS NECESSARY, UNTIL THE SURFACE IS SMOOTH,
FRIABLE AND UNIFORMALY TEXTURED, READY FOR PLANTING.
PLAN ING INSTALLATION
PREPARATION
SCARIFY SUBFGRADE 4 INCHES DEEP, PRIOR TO PLACING TOPSOIL. SPREAD ,
TOPSOIL Tl 4-ICHES DEPTH, IN ALL BEDS DESIGNATED FOR GROUNDCOOVER
PLANTINGS. FINISH GRADE ALL BEDS TO INDICATE ELEVATIONS. REMOVE
ANY SURFACE STONES. STICKS OR OTHER FOREIGN MATERIALS. O
PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS, OUTLINE ON GROUND,
SHRUB AND GROUNDCOVER BEDS. STAKE TREE LOCATIONS. MARK NAME OF
VARIETv ON STAKE.
EXCAVATION OF PLANT PITS
USE NO MECHANICAL DIGGING MACHINES. UNLFSS APPROVED BY THE OWNER.
PROVIDC ADEQUATE SUBDRAINAGE OF PLANTING AREAS. MAKE HOLES FOR
PLANTING, CIRCULAR IN OUTLINE, WITH VERTICAL SIDES. MAKE PIT 24
INCHES DEEP MINIMUM, OR 12 INCHES DEEPER THAN THE. DEPTH OF BALL,
OR THE DEPTH OF ROOTS, WHICHEVER IS THE DEEPER. MAKE PIT 12 ICHES
MINIMUM LARGER THAN BALL DIAMETER OR ROOT SPREAD. ,
PLACEMENT OF TREES
PLACE AT NOPMAL PLAN714G SEASON, UNLESS OTHERWISE APPROVED, AND '
AFTER ALL MAJOR CONSTRUCTION WORK IS COMPLETED. ORIENT AS
DIRECTED FOR BEST APPEARANCE. PLACE FENCE LINE SHRUBS FIRST
FOLLOWED BY TREES, FOLLOW WITH SHRUBS AND GROUNDCOVER. SET IN '
CENTER OF PITS, ON COMPACTED, APPROVED TOPSOIL BACKFILL MIX. SET
PLANTING TO BEAR SAME RELATIONSHIP WITH FINISHED GRADE AFTER
SETTLEMENT AS THEY BORE TO NATURAL GRADE. HOLD FIMLY IN POSITION
WHILE BACKFILL MIXTURE IS BEING PLACE TO WITHIN 6 INCHES OF
FINISHED GPADE. PLACE BACKFILL MIXTURE, CAREFULLY AVOIDING ROOT
DAMAGE AND FILLING ALL VOIDS. WHEN HOLD IS APPROXIATELY 2/3 FULL, '
COMPAC' FILL BY JETTING TO AVOID AIR POCKETS. ALLOW TO SOAK AWAY
AND CONTINUE ADDING MORE TOPSOIL, AS REQUIRED, TO FORM SHALLOW
WATERING BASIN 2 INCHES MINIMUM DEEP SURROUNDING PLANT. STAKE OR
GUY, AS SPECIFIED, PERIODICALLY. O
1. CONTAINER STOCK: CUT 2 SIDES WITH APPROVED TYPE CUTTER.
TAKE CARE TO AVOID ANY ROOT DAMAGE. REMOVE FROM POTS BY t
CAREFULLY TURNING ON SIDE AND TAPPING EARTH AND PLANT LOOSE
FROM CONTAINER.
2. BALLED STOCK: CUT STRING AND PFMOVE FASTENERS. LAY BURLAP ,
BACK AND CUT LOOSE AS NECESSARY, TAKE CARE NOT TO PULL
BURLAP FROM UNDER BALLS.
3-6
' CITY OF RENTON LANDSCAPING
WEST HILL 1.4 MG RESERVOIR AUGUST 1964
0 3. GROUNDCOVER: DISH OUT PLANT POCKETS AT REQUIRED TRIANGULAR
SPECING. SET PLANT TO GRADE BEFORE BACKFILLINS WITH PLANTING
SOIL.
' FINISHING
' AFTER SETTLEMENT OF 8ACKFILL, PLACE ADDITIONAL TOPSOIL AS REQUIRED,
BRING TO FINISH GRADE ELEVATIONS. RAKE OFF ALL BEDS, SMOOTH ANU
EVEN. FINISHED GRADES TO CONFORM TO GRADING PLAN. SURFACE OF ALL
PLANTING BEDS TO MEET AND MATCH 4RADES OF ADJACENT PAVED SURFACES.
FERTILIZING OF TREE, SHRUB AND 6ROUNDCOV-cR
SPACE AGREFORM, OR APPROVED, PLANTING TABLETS EVENLY AT OUTER eDGES
OF ROOT SYSTEM IN FOLLOWING QUANTITY:
A. TREE 8 TABLETS
8. SHRUB 4 TABLETS
C. GROUNDCOVER 1 TABLET
MULCHING
e AS ;NDICATED, SPREAD 2 INCH LAYER OF FINE GRADE BAKR CHIPS EVENLY
OVER BEDS AND PITS, RAKE SMOOTH AND UNIFORM.
PROTECTION
PROPERLY PROTECT PLANTING AND GROUNDCOVER. AREAS AGAINST HARM FROM
' WIND. UNUSUAL WEATHER, OR THE PUBLIC. SPECIAL PLANTING TFCHNICQUES:
OEFOLIATING, WILTPROFFTNG, OR SPRAY MISTING MAY BE REQUI: ' BY OWNER
FOR UNSEASONAL PLATING, PROLONGED PERIODS OF DROUGHT, AN, THE LIKE.
' PERFORM NO WORK IN, OVER OF ADJACENT TO, PLANTING AREAS WITHOUT
^ROPER POTECTION AND SAFEGUARDS.
MAINTENANCE
BEGIN Ml NACNE PROGRmM IMMEDIATELY AFTER PLANTING. INCLUDE
' WATERING, +.CEDING, CULTT"'TING, MULCHING, SPRAYING, TIGHTENING, AND
REPAIR GUYS, REMO''vAL OF MATERIAL, AND RE-SETTING PLANT MATERIALS
TO GRADE AND POSIITON. -ODE ALL OTHER FUNCTIONS CLEARLY NECESSARY
' FOR SATISFACTORIL: LANDSCAPING CARE. WA"ER REGULARLY DURING DRY
SEASON. FERTILIZE AND SPRAY °OR DISEASE AND INSECT PESTS AS REQUIRED
FOR PLANT HEALTH. PERFORM MAINENANCE AS SPECIFIED UNTIL WORK IS
' ACCEPTED BY OWNER. AL;. WORK IN SATISFACTORY AND ACCPETABLE CONDITION
DURING AND AT THE END OF CONTRACT PERIOD. KEEP PATHS AND OTHER PAVED
AREAS CLEAN WHEN PLANTING AND MAINTENANCE ARE IN PROGRESS.
3-7
CITY OF RENTON LANDSCAPING
WEST HILL 1.4 MG RESERVOIR PUGU" 1984
CLEAN UP ,
RE'!OVE FROM SITE ALL CACS, SURPLUS SUBSOILS, AND OTHER DEBRIS
RESULTING FROM PLANTING AND GRADING OPERATION. NEATLY DRESS AND
FINSH LANDSCAPING AREAS. r
GUARANTEE ,
GUARANTEE ALL PLANT MATERIALS, INCLUDING LAWNSEEDING, FOR A PERIOD OF
ONE (1) YEAR FROM DATE OF ACCEPTANCE, TO BE IN GOOD HEALTHY, AND
FLOURISHING CONDITION.
PERIODIC INSPECTION '
MAKE PERIODIC INSPECTIONS, AT NO EXTRA COST 10 OWNER, DURING
GUARANTEE PERIOD. DETMERINE WHAT CHANGES, IF ANY SHOULD BE MADE IN '
OWNER'S MAINTENACE PROGRAM, SUBMIT ALL SUCH RECOMMENDED CHANGES IN
WRITING.
REPLALEMENT DURING GUARANTEE PERIOD OR AT ITS CONCLUSION
RE?LACE. AT NO COST TO OWNER, AND AS SOON AS WEATHER CONDITIONS ,
PERMIT:
A. DEAD PLANTS
B. PLANTS NOT IN VIGOROUS THRIVING CONDITION.
PLANTING TO BE FREE OF DEAD BRANCHES AND DEAD BRACH TIPS. PLANTINGS '
TO BEAR FOLIAGE OF NORMAL DENSITY, SIZE AND COLOk. REPLACEMENTS TO
CLOSELY MATCH ADJECENT SPECIMINS OF SAME SPECIES, AND TO BE SUBJECT
TO ALL INDICATED REQUIREMENTS. '
EXTENSION OF GUARANTEE PERIOD FOR REPLACEMENTS
EXTEND FOR 6 MONT !', FROM REPLACEMENT DATE, OR FOR THE GUARANTEE '
PERIOD, WHICHEVER T114E PERIOD IS GREATER, DURING, OR AT END OF
EXTENDED GUARANTEE PERIOD, OWNER MAY ELECT SUBSEOUENI REPLACEMENT OR
CREDIT. FOR UNACCEPTABLE REPLACEMNTS PLANTINGS.
3.2 _ENCING
SCOPE
THE WORK COVERFD IN THIS SECTION CONSISTS OF THE FURNISHING OF ALL
LABOR, MATERIALS, AND EQUIPMENT FOR FABRICATION AND ERECTION OF THE
CHAIN LINK FENCE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN,
3-8 '
' CITY OF RENTON LANDSCAPING
' WEST HILL 1.4 MG RESERVOIR AUGUST 1994
SHOP DRAWINGS
SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FENCE AND GATE IN ACCORDANCE
WITH SECTION SUBMITTALS. THE DRAWINGS SHALL INDICATE ALL SHOP AND
FIELD FABRICATION AND DIRECTION DETAILS AND SEQUENCE°.
STORAGE AND HANDING
THE CONTRACTOR SHALL STORE FENCE MEMBERS ABOVE ANY SHOW, MUD, OR
SOIL. AFTER ERECTION, HE SHALL REMOVE ALL WELD SPATTER, OIL, AND
GREASE AND CLEAN A9RADCD, ROLTSn, AND WELDED ARE" ANO TOUCHUP AS
REQUIRED.
CHAIN LINK FENCE
CHAIN LINK FENCE IN THIS PROJECT TALL BE FREE STANDING AND SHALL BE
8 FEET 0 INCHES HIGH ABOVE GRADE UNLESS OTHERWISE NOTED. ALL PIPES
SHALL CONFORM TO ASTM B241.
CHAIN LINK FABRIC
CHAIN LINK FABRIC SHALL BE WOVEN WITH 9 GAUGE STEEL WIRE INTO A
UNIFORM MESH 3 INCHES BY 3 INCHES MEASURED AT 90 DEGREES FROM
ADJACENT WIRES BY 5-1/2 INCHES HIGH.
WIRE SHALL BE 9 GAUGE (0.148 INCH D-tMETER; BEIHAN17ED "B" GRADE
STEEL WIRE, POSSESSING A PURE ZINC COMING OF 1.2 OUNCES PER SQUARE
FOOT OF ACTUAL SURFACE AREA.
LINE PO' '
' LINE POSTS SHALL RE 2-1/2 INCH OUTSIDE DIAMETER GALVANIZED STANDARD
WEIGHT PIPE IN ACCORDANCE WITH ASTM A120, SCHEDULE 40, SPECIFICATIONS
' HAVING A WEIGHT OF 3.65 POUNDS PER LINEAL FOOT.
i TERMINAL POSTS AND CORNER POSTS
i TERMINAL AND CORNER POSTS SHALL ^E SCHEDULE 40 GALVANIZED STEEL PIPE
3-INCH O.D. CONFORMING TO ASTM A-120, SCHEDULE 40, WEIGHING 5.79
POUNDS PER LINEAL FOOT FOP, ALL END, CORNER, AND PULL POSTS.
TOP RAIL
TOP RAP S BE 1-5/8 INCH O.D. GALVANIZED STEEL PIPE CONFORMING TO
ASTM A-120, SC.°DULL "O, WEIGHING 2.27 POUNDS PER LINEAL FOOT, TOP
RAIL 1S TO BE CONNECTET TOGETHER BY MEANS OF TUBULAR SLEEVES AND W111
' 3-9
CITY OF RENTON LANDSCAPING '
WEST HILL 1.4 MG RESERVOIR ALIGUST 1984
PASS THROUGH LINE POST CAPS 'L FORM A CONTINUOUS BRACE FROM END TO
END OF SECTION OF FENCING. HEAVILY GALVANIZED FITTINGS SHALL CONNECT '
THE TOP RAIL AND THE FABRIC TO THE TERMINAL POSTS.
BRACES AND TRUSSES ,
BRACES AND TRUSSES SHALL BE 1-5/8 INCH O.D. GALVANIZED STEEL PIPE '
CONFORMING TO ASTM A-120, SCHEDULE 40, WEIGHING 2.27 POUNDS PER
LINEAL FOOT. BRACES AND TRUSSES SHALL BE POSITIONED MIDWAY BETWEEN
TOP RAIL . ND GROUND LEVEL EXTENDING FROM TERMINAL POST TO ADJACENT
LINE POST. THERE SHALL BE 5/16-INCH DIAMETER GALVNIZED ADJUSTABLE
TRUSS ROD ASSEMBLY FROM THE END OF THE BRACE FASTENED TO THE TERMINAL
POST WITH GALVANIZED-PRESSED STEEL FITTINGS. CORNER AND PULL. POSTS
REQUIRE DOUBLE BRACE AND TRUSS ASSEMBLIES.
GATE FRAMES '
GATE FRAMES ARE TO BE ELECTRICALLY WELDED AT ALL FOUR CORNERS AND
FILLED WITU CHAIN LINK FABRIC OF THE SAME TYPE AND GAUGE AS USED ON
THE FENCE. FOR GATE WIDTHS UP TO 2 FEET (SINGLE OR 1 LEAF DOUBLE),
FRAME SHALL BE 1-5/9 INCH O.D. SCHEDULE 40, GALVANIZED STEEL PIPE PER
ASTM A-120 WEIGHING 2.27 POUNDS PER LINEAL FOOT. FOR GATE WIDTHS 12
FEET AND OVER, THE FRAMES SHALL BE 2 INCH O.D. SCHEDULE 40, STEEL ,
PIS: PER ASTM A-120 WEIGHING 2.27 POUNDS PER LINEAL FOOT. A
HORIZONTAL 1-5/8 INCH O.D. SCHEDULE 40, GALVANIZED STEEL PIPE PER
ASTM A-I20 WEIGHING 2.27 POUNDS PER LINEAL FOOT SHALL BE INSTALLED ON ,
ALL GATES. GATES SHALL BE EQUIPPED WITH PADLOCKS USING THE CITY'S
STANoARD LOCK AND KEY.
GATE POSTS i
GATE POSTS SHALL ALL BE GALVANIZED STEEL PIPE PER ASTM A-120. GATE ,
POSTS FOR GATE WIDTHS 6 FEET OR LESS (SINGLE PANEL OR ONE LEAF OR
DOUBLE) SHALL BE 3 INCH O.D. TYPE WEIGHING 5.79 POUNDS PER LINEAL
FOOT; FOR GATE WIDTHS OVER 6 FEET TO 13 FEET, GATE POSTS SHALL BE 4 '
INCH O.D. PIPE WEIGHING 9.11 POUNDS PER LINEAL FOL% FOR GATE WIDTHS
OVER 13 FEET TO 18 FEET, GATE POSTS SHALL BE 6-5/8 INCH O.D. WEIGHING
18.97 POUNDS PER LINEAL FOOT.
FITTINGS AND TIES
ALL TERMINAl. FITTING AND C,ATE HARDWARE SHALL BE MALLEABLE IRON, CAST ,
SEMI-STEEL, PRESSED STEEL, ALL GALVANIZED WITH 2.0 OUNCES OF PURE
ZINC PER SQUARE FOOT OF ACTUAL SURFACE AREA. '
3-10
' CITY OF RENTON LANDSCAPING
WEST HILL 1.4 MG RESERVOIR AUGUST 198A
' BARBED WIRE
BARBED WIRE SHALL CONFORM TO THE PEOUIREMENTS OF ASTM DESIGNATION
' A121 AND SHALL CONSIST OF TPREE STRANDS OF 12-112 GAUGE WIRE, TWISTED
WITH FOUR POINT 14 GAUGE BARBS WITH THE BARBS SPACE AN AVERAGE OF
FIVE INCHES APART. GALVANIZING SHALL BE CLASS 3.
' CONSTRUCTION AND INSTALLATION
1 CONCRETE FOOTINGS
CONCRETE FOOTINGS FOR LINE AND TERMINAL POSTS SHALL BE SEf IN A
CYLINDRICAL CONCRETE FOUNDATION. A HOLE SHALL BE EXCAVATED OF NOT
LESS THAN 10 INCHES IN DIAMETER FOR ALL LINE POSTS, 36 INCHES
DEEP, AND SPACED IN LINE ON MAXIMUM 10-FOOT CENTER. GATE POSTS
SHALL RE SET IN 12-INCH MINIMUM DIAMETER HOLES, 42 INCHES DEEP.
THE CONCRETE SHALL BE MADE IN PROPORTION OF 1-3-5 USING PORTLAND
CEMENT, CLEAN SAND, AND GRAVEL.
° CHAIN LINK FABRIC
' CHAIN LINK FABRIC SHALL BE ATTACHED TO THE TERMINAL AND THE CORNER
POSTS BY MEANS OF TENSION BARS HELD BY CHAIN LINK BANGS. CHAIN
LINK FABRIC SHALL BE ATTACHED TO LINE POSTS AT APPROXIMATELY
1 18-INCH CENTERS.
CHAIN LINK FABRIC SHALL BE ATTACHED TO THE TOP RAIL BY MEANS OF A
SINGLE RACK OF 0.144-INCH GALVANIZED WIRE SPACED AT INTERVALS OF
APPROXIMATELY 2 FEET,
3.3 AUTOMATIC IRRIGATION SYSTEM
PROVIDE ONE COMPLETE AND OPERATIONAL AUTOMATIC SPRINKL"" I"4IGATION
SYSTEM AS SHOWN ON THE PLANS AND IN CONFORMANCE WITH WAShoOT AND APWA
STANDARD SPECIFICATIONS SECTION 8-03 (IRRIGATION SYSTEM).
1. PROVIDE ONE (1) AUTOMATIC ELECTRIC CONTROLLER EOUAL TO A RATNRIRD
RC-7I. LOCATE CONTROLLER IN POWER AND TELEMETRY FNCIOSURE A°
SHOWN. PROVIDE WIRING AND CONDUIT FOR COMPLETE INSTALLATION.
' 2. PROVIDE TWO (2) ELECTRIC REMOTE CONTROL VALVES EQUAL TO A RAINBI
10G-EF4. VALVES SHALL BE FOR 1-INCH DIAMETER PIPE.
' 3. PROVIDE 1-INCH SCHEDULE 40 PVC PIPE AS SHOWN IN PLANS, ,:OMPLE' .
WITH FITTINGS, RISERS EXTENDING 18" ABOVE FINISHED GRADE, ANP
CORROSION RESISTANT STEEL STAKES TO SECURE RISERS IN VERTICAL
POSITION, SUBJECT TO ENGINEERS APPROVAL.
3-11
CITY OF RENTON IN 'WEST HILL 1.4 N LANDSCAPING
G RESERVOIR LANDAUGUST 1984
4. PROVIDE SIXTEEN (16) SHRUB SPRAY SPRINKLER HEADS EQUAL TO RAINBIRD
#2400. SIX (6) HEADS SHALL BE FULL CIRCLE NOZZLE, SEVEN (T) SHALL
RE A THREE QUARTER CIRCLE NOZZLE, AND THREE SHALL BE ONE HALF
CIRCLE RESPECTIVELY.
ALL QUNOZZL AL TO I
E SHALL BE MOUNTED SUCRD NOZZLE ESTHAT TTHE SPRAY
PATTERN IS DIRECTED AWAY FON THE RESERVOIR TO THE EXTENT POSSIBLE. '
1
i
3-12
W-485 WEST HILL RESERVOIR WTR-11 3
#6 Contract Documents
' CITY OF RENTON AUGUST 1984
WEST HILL 1.4 MG RESERVOIR CONCRETE
4.0
CONCRETE
' 4.1 GENERAL
' TOLERANCES
VARIATIONS FROM PLUMB, SPECIFIED GRADE, CONSPICUOUS LINES, AND WALLS,
SMALL BE +/- 1/4 14CH IN ANY 10 F00T LENGTH, NOT TO EXCEED +/- 1 INCH
OVERALL. VARIATIONS FROM DIMENSION SHALL NOT EXCEED PLUS 2 INCHES,
MINUS 1/2 INCH,
SIN MALS
SUBMIT IN ACCORDANCE WITH SECTION 1 OF THESE SPECIFICATIONS AMC, AS
LOWS:
t INDICATE BAR SIZES, DIMENSIONS, QUANTITIES, LOCATIONS, SPACING,
BENDING OIAfRAMS. AND WELDED WIRE FABRIC (INCLUDING SUPPORTS,
SPIDERS, AND RELATED ACCESSORIES) AS REQUIRED FOR THE FABRICATION AND
PLACEMENT OF ALL CONCRETE REINFORCFNENT.
PROVIDE MANUFACTURcR'S CERTIFICATION THAT MATERIALS MEET THESE
SPECIFICATION REQUIREMENTS, INCLUDING MATERIAL CONTENT PER CUBIC YARD
FOR EACH CLASS OF CONCRETE FURNISHED. THIS SHALL INCLUDE DRY WEIGHT
OF CEMENT, SATURATED SURFACE, DRY WEIGHTS OF FINE AND COARSE
AGGREGATES, WEIGHT OF WATER PLUS QUANTITIES, TYPES, AND BRAND NAMES
OF ADMIXTURES.
CO NOT PROCEED WITH CONCRETE CONSTRUCTION WITHOUT PRIOR APPROVAL OF
' ALL CONCRETE MIXES.
TESTING
THE CITY WILL PROVIDE AND PAY ALL COSTS OF CONCRETE TESTING. THE
CONTRACTOR SHALL GIVE THE CITY 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 TO ALL TESTING RESULTS AS SOON AS THEY
ARE AVAILABLE.
4-1
CITY OF RENTON AUGUST 1984 '
WEST HILL 1.4 MG RESERVOIR CONCRETE
4.2 CONCRETE MATERIALS
0 :EMENT SHALL ''ONFORM TO ASTM C 150, TYPE It.
0 WATER SHALL BE CLEAN AND FREE FROM OIL, ACID, ALKALI, ORGANIC
MATTER, OR OTHER DELETERIOUS SUBSTANCES.
0 CONCRETE AGGREGATES SHALL CONFORM TO ASTM C 33, OR TO THE
APPLICABLE SPECIFICATIONS OF THE WASHINGTON STATE HIGHWAY
DEPARTMENT FOR BRIDGE CONSTRUCTION. FINE AGGREGATE.. WHEN
TESTED IN ACCORDANCE WITH AST" C 87. SHALL DEVELOP A
COMPRESSIVE STRENGTH AT 7 AND 28 DAYS OF NOT LESS THEN 85 '
PERCENT OF THAT DEVELOPED BY THE STANDARD MORTAR SPECIFIED IN
ASTM C 87 AS THE BASIS OF COMPARISON,
0 CONCRETE SHALL ATTAIN A 28•DAY STRENGTH OF !'c • 3,000 PSI AND `
MIX SHALL CONTAIN NOT LESS THAT SIX SACKS OF CEMENT PER CU8IC
YARD NOR MORE THAN SIX GALLONS OF 'ATER PER SACK OF CEMENT.
THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY
BE CHANGED IF A CONCRETE DESIGN MIX IS SUBMITTED TO THE
STRUCTURAL ENGINEER TWO WEEKS PRIOR TO PLACING ANY CONCRETE. ,
THE CONCRETE DESIGN MIX SHALL INCLUDE THE AMOUNT OF CEMENT,
FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE
WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTAINING
STRENGTH DATA IN ACCORDANCE WITH U.B.C. 2604 (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 L'.B.C. STANDARD 26-9. THE
AMOUNT SHALL BE 4% + 1S BY VOLUME.
LOCAL MATERIALS FOR CONCRETE SHALL BE USED INSOFAR AS PRACTICABLE AND
CAPABLE OF MEETING THE SPECIFICATIONS. THE PROPORTIONS AND GENERAL
DESIGN OF THE CONCRETE MIXTURE AND THE CEMENT GIVEN IN TABLE I
HEREINAFTER ARE SUITABLE FOR THE USE OF MATERIALS AVAILABLE IN THE
VICINITY AND ARE BASED UPON THE USE OF LOCAL AGGREGATES. 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.
4.3 CC'tXR FORM '
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 POSITION AND SHAPE UNTIL REMOVED.
4-2 ,
CITY OF RENTON AUGUST 1984
WEST HILL 1.4 MG RESERVOIR CONCRETE
CONSTRUCTION
FORP. CONSTRUCTION FOR SURFACES THAT WILL BE COVERED WITH BACKFILL MAY
BE OF STEEL, PLYWOOD, OR DRESSED MATCHED LUMBER. CONSTRUCT FORMS TO
THE SHAPE, LINES, GRADES, AND DIMENSIONS OF THE CONCRETE CALLED FOR
ON THE PLANS.
OILING
UNLESS OTHERWISE DIRECTED, THE CONTACT SURFACES OF FORMS SHALL BE
' COATED WITH A COLORLESS, NONSTAINING MINERAL OIL FREE FROM KEROSENE,
OR OTHER APPROVED SUITABLE MATERIAL, TO PERMIT SATISFACTORY REMOVAL
OF FORM. .THERE OIL OR SIMILAR MATERIAL IS USED, IT SHALL BE APPLIED
1 PRIOR INSTALLATION, IF POSSIBLE, AND BEFORE REINFORCEMENT IS
PLACED.
REMOVAL
00 NOT START THE REMOVAL OF FORMS UNTIL THE CONCRETE HAS ATTAINED THE
NECESSARY STRENGTH TO SUPPORT ITS OWN WEIGHT, AND THE CONSTRUCT ION
LIVE LOADS, AND HAS SUFFICIENT STRENGTH TO PREVENT CRACKING OR
CHIPPING WHEN THE FORMS ARE REMOVED. THE CONTRACTOR SHALL BE
' RESPONSIBLE FOR AIL DAMAGE RESULTING FROM PREMATURE REMOVAL OF FORMS.
DO HOT PLACE BACKFILL AGAINST WALLS BELOW GRADE UNTIL THE CONCRETE
HAS OBTAINED A COMPRESSIVE STRENGTH EQUAL TO 2/3 OF THE SPECIFIED
28-DAY COMPRESSIVE STRENGTH, EXCEPT AS OTHERWISE DIRECTED BY THE
CITY.
%-WATERING
DO NOT ALLOW 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 :REE OF WATER. DIVERT ANY FLOW OF
WATER INTO THE EXCAVATION THROUGH PROPER SIDE DCAINS TO A SUMP AND
' REMOVE BY PUMPING OR OTHER ACCEPTABLE METHODS.
4.4 REINFORCING STEEL
REINFORCING STEEL SHALL CONFORM TO ASTM A615-81a, GRADE 60, fy -
60,000 PSI. EXCEPTIONS: COLUMN TIES, BEAM ST!RRUPS, BARS TO 8E
' 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 AC1 315-74 AND 318-77 LAP ALL CONTINUOUS
REINFORCEMENT 30 BA., DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS
AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2'-0"
' MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL
WIRE-SPACING AT SIDES AND ENDS.
4-3
01
CITY OF RENTON AUGUST 1984
WEST HILL 1.4 MG RESER%O'_R CONCRETE
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD PENT
UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY -ME STRUCTURAL
ENGINEER.
CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE THREE (3)
INCHES FOR THE FOUNDATION.
TIE WIRE SHALL BE BLACK ANNEALED WIRE. 16-1/2 GAULE OR HEAVIER. ,
BAR SUPPORTS SHALL CONFORM TO "BAR SUPPORI SPECIFICATION". CRSI
MANUAL OF STANDARD PRACTICE, MSP-1-80. PROVIDE CLASS 1, PLASTIC
PROTECTED BAR SUPPORTS. USE PRECAST CONCRETE BLOCKS TO SUPPORT BARS
OFF GROUND.
REINFORCING SHALL BE KEPT FREE OF RUST AND LOOSE SCALE AT TIME OF 1
DELIVERY. BARS WITH KINKS, IMPROPER BENDS, OR REDUCED CROSS SECTION
DUE TO ANY CAUSE WILL NOT BE USED.
4.5 CAST IN PLACE CONCRETE
PROPORTIONS '
CONCRETE MIX PROPORTIONS USED SHALL BE DESIGNED TO MEET THE FOLLOWING '
REQUIREMENTS:
TABLE 1
MIN. COMPRESSIVE FIELD STRENGTH AT 28 DAYS 3,000 PSI '
CEMENT FACTOR (SACKS OF CEMENT/CU. YO. - MIN.) NOT LESS THAN
6 SACKS '
WATER REDUCING AGENT ADDED PER SACK OF AS RECOMMENDED
CEMENT (LBS.) BY MFR. '
MAX. WATER PER 94 LB. 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 CITY,
4-4 t
tCITY OF RENTON AUGUST 1984
WEST HILL 1.4 MG RESERVOIR CONCRETE
IN ORDER TO OBTAIN PROPER WORKABILITY AND A SMOOTH, DENSE, Pr)MOGENOUS
PLASTIC MIXTURE, FREE FROM SEGREGATION, THE PERCENTAI ,. 0. FINE
AGGREGATE MAY BE VARIED DURING THE ,ROGRESS OF THE WORK.
CONCRETE TRANSPORTED IN A TRUCK MIXER SHALL 9E DISCHARGED AT THE JOB
WITHIN 1-112 HOURS AFTER THE CEMENT HAS BEEN ADDED TO THE WATER OR
THE AGGREGATES.
' CURING MATERIALS
' WATERPROOF SHEET MATEPIALS CONFORMING TO ASTM C171 OR LIQUID
MEMBRANING-FORMING COMPOUNDS CONFORMING TO ASTM C309.
' BONDING AGENT
FURNISH PRODUCTS BY RECOGM1_ZED MANUFACTURERS SUCH AS LARSEN
"WELD-CRETE", SONNEBORN "SONOSOND" OR APPROVED.
COLD WEATHER
PLACE NO CONCRETE WHEN PIP TEMPERATURE 1- RELOW 40 DEGREES WITHOUT
TAKING ADEQUATE PRECAUTIONS TO PROTECT THE WORK,
CONTRACTOR SHALL PROVIDE ADEQUATE EQUIPMENT FOR HEATING MATERIALS
AND PROTECTING CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER.
ALL MATERIALS, REINFORCEMENT, FORMS, AND GROUND IN CONTACT WITH
CONCRETE SHALL BF FREE FROM FROST AT TIME OF PLACEMENT. HEAT
MIXING WATER AS REQUIRED. USE NO MATERIALS CONTAINING ICE.
° APPROVED DETAILED RECOMMENDATIONS FOR COLD WEATHER CONCRETING ARE
CONTAINED IN "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING",
ACI 306.
' HOT WEATHER
PLACE NO CONCRETE WHEN AIR TEMPERATURE EXCEEDS 85 DEGREES OR WHEN
THE C9MBINATION OF HIGk TEMPERATURE, LOW HUMIDITY, AND WIND
' VELOCITY iS DEEMED TO BE DETRIMENTAL TO CONCRETE OPERATIONS UNLESS
ADEQUATE PRECAUTIONS ARE TAKEN TO PROTECT THE WORK.
ALL INGREDIENTS 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.
APPROVED DETAILED RECOMMENDATIONS FOR HOT WEATHER CONCRETE ARE
' CONTAINED IN "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING" ACI
305.
' 4-5
CITY OF RENTON AUGUST 1984
WEST HILL 1.4 MG RESERVOIR CONCRETE
OTHER ADVERSE WEATHER CONDITIONS ,
DO NOT PLACE CONCRETE DURING RAIN, SLEET, OR SNOW UNTIL ADEQUATE
PROTECTION IS PROVIDED.
CONSOLIDATION
ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION WHICH MAY BE
SUPPLEMENTED BY HAND SPADING, ROODING, FORKING, DR TAMPING. ,
CONCRETE SHALL BE THOROUGHLY WORKED AROUND THE REINFORCEMENT,
AROUND EMBEDDED ITEMS, AND INTO CORNERS OF FORMS TO ELIMINATE ALL
AIE OR STONE POCKETS WHICH MAY CAUSE HONEYCOMBING, PITTING, OR
PLANES OF WEAKNESS.
INTERNAL VIBRATORS SHALL HAVE A MINIMUM FREQUENCY OF 81DDO
VIBRATIONS PER MINUTE AND SUFFICIENT AAPLITUDE TO CONSOLIDATE THE
CONCRETE EFFECTIVELY. VIBRATORS SHALL BE OPERATED BY EXPERIENCED
WORKMEN.
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. 00 NOT USE VIBRATORS TO TRANSPORT
CONCRETE WITHIN THE FORMS. '
SLABS SHALL BE CONSOLIDATED BY UTILIZING VIBRATING SCREEDS, ROLLER
PIPE SCREEDS, INTERNAL VIBRATORS, OR OTHER METHODS AS APPROVED. '
CONTRACTOR SHALL HAVE A SPARE VIBRATOR AVAILABLE AT THE JOB SITE
DURING ALL CONCRETE PLACING OPERATIONS.
BONDING CONCRETE
AT CONSTRUCTION JOINTS: THOROUGHLY CLEAN SURFACE OF EXISTING
CONCRETE TO REMOVE ALL LAITANCE. APPLY APPROVED BONDING AGENT TO
EXISTING CONCRETE IN ACCORDANCE WITH THE MANUFACTURER'S ,
RECOMMENDATIONS. OR ROUGHEN THE EXISTING CONCRETE SURFACE IN SUCH
A NANHER AS TO EXPOSE THE AGGREGATE UNIFORMLY BUT NOT LEAVE
LAITIANCE, LOOSENED AGGREGATE PARTICLES, OR DAMAGED CONCRETE AT
THE SURFACE. DAMPEN JOINT AND COAT WITH GROUT MIXTURE IN
ACCORDANCE WITH ACI 301, SECTION 8.5, PRIOR TO PLACING FRESH
CONCRETE.
AT PATCHES, REPAIRS, AND OTHER AREAS REQUIRING BONDING OF NEW TO ,
EXISTING CONCRETE: APPLY APPROVED 60NOING AGENT TO EXISTING
CONCRETE IN ACCORDANCE WITH THE MANUFACTURER'$ RECOMMENDATIONS. t
4-6 '
1
CITY OF RENTCN AUGUST 1984
IWEST HILL 1.4 MG RESERVOIR CON!P.ETE
PLACINE, OF CONCRETE SHALL BE AS FOLLOWS:
0 BEFORE BEGINNING PLACEMENT OF CONCRETE, REMOVE HARDENED CONCRETE
AND FOREIGN MATERIALS FROM THE INNER SURFACE OF THE MIXING AND
CONVEYING EQUIPMENT, BEFORE DEPOSITING CONCRETE, REMOVE DCBRIS
FROM THE SPACE TO BE OCCUPIFD BY THE CONCRETE. REINFORCEMENT
I SHALL BE SECURED IN POSITION AND ACCEPTABLE TO THE CITY BEFORE THE
CONCRETE. IS PLACED.
o HANDLE CONCRETE FROM THE MIXER, READY-MIXED TRUCK, OR FROM THE
TRANSPOPTING VEHICLE TO THE PLACE OF FINAL DEPOSIT AS RAPIDLY AS
PRACTICABLE BY METHODS WHICH PREVENT THE SEPARATION OR LOSS OF THE
INGREDIENTS. UNDER NO CIRCUMSTANCES SHALL CONCRETE THAT HAS
PARTIALLY HARDENED BE DEPOSITED IN THE WORK.
0 WORK CONCRETE INTO PLACE IN CORNERS AND AROUND REINFORCING, DURING
AND IMMEDIATELY AFTER DEPOSITING, AND COMPACT BY MECHANICAL
VIBRATION.
0 DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT
NO CONCRETE WILL BE DEPOSITED ON CONCRETE WHICH HAS HARDENED
SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS AND PLANES OF
WEAKNESS WITHIN THE SECTION. IF A SECTION CANNOT BE PLACED
CONTINUOUSLY, CONSTRUCTION JOINTS MAY RE LOCATED AT POINTS AS
PROVIDED FOR IN THE PLANS OR AS APPROVED BY THE CITY.
I4.6 SEALANT
PROVIDE ASPHALT SEALING COMPOUND, APPtIED TO THE JOINT BETWEEN THE
GROUT FILLET AND PAVEMENTS AND AROUND ANCHOR BOLTS.
4.7 EMBEDDED ITEMS
ALL EMBEDDED ITEMS SHALL BE POSITIONED ACCURATELY AND SUPPORTED
AGAINSHALLSTBEISPLACEME FILLED TEMPORAR VOIDS
ILYI WITH SLEEVES
READILYERREMOVABLEANCHOR
ASLOTS,
ERIALSTCTO
PREVENT THE ENTRY OF CONCRETE INTO THE VOIDS.
4.8 NON-SHRINK GRUUT
QUALITY ASSURANCE
NON-SHRINK GROUT SHALL COMPLY WITH THE FOLLOWING ASTM SPECIFICATIONS:
1. ASTM CISO, PORTLAND CEMENT
2. ASTM C476, MORTAR AND GROUT FOR REINFORCED MASONRY
3. UBC 24-23. FIELD TEST FOR GROUT AND MORTOR
1 4-7
CITY OF RENTON AUGUST 1984
WEST HILL 1.4 MG RESERVOIR CONCRETE
PRODUCT DELIVERY, STORAGE AND HANDLING '
THE CONTRACTOR SHALL DELIVER AND STORE MANUFACTURED PRODUCTS IN
ORIGINAL UNOPENED CON-AINERS AND STORE CEMENTITIOUS INGREDIENTS IN
WEATHERTIG14T ENCLOSURES TO PROTECT AGAINST CONTAMINATION AND
WAREHOUSE SET. THE AGGREGATE SHALL BE STOCKPILED TO PREVENT
CONTAMINATION FROM FOREIGN MATERIALS AND THE ADMIXTURES SHALL BE
STORED TO PREVENT CONTAMINATION OR DAMAGE FROM EXCESS TEMPERATURE '
CHANGE. WATER TO BE USED IN MIXING THE GROUT SHALL BE FREE FROM
HARMFUL MATERIALS.
GROUT '
AFTER COMPLETION OF THE ELECTION OF THE RESERVOIR, THE OILED SAND ,
SHALL BE REMOVED FROM UNDER THE EDGE OF THE BOTTOM AS SHOWN ON THE
CONTRACT PLANS. THE SURFACE OF THE EXPOSED CONCRETE SHALL BE
THOROUGHLY CLEANED OF ALL RESIDUAL OIL AND DAMPENED WITH WATER. THE t
SPACE SHALL THEN BE COMPLETELY FILLED WITH A NON-SHRINK, NON-MET4LLIC
GROUT SUCH 4S "FIVE-STAR GROUT", MANUFACTURED BY THE U.S. GROUT
CORPORATION, WEST END AVENUE, OLD GREENWICH. CONNECTICUT. 06870. OR
AN APPROVED EQUAL. THE GROUT SHALL BE MIXED TO A STIFF, TROWELLA8LE
CONSISTENCY AND INSTALLED IN ACCORDANCE WITH THE AWWA 0100 SECTION
IO.IO.IA. MINIMUM 8-DAY COMPRESSIVE STRENGTH TO BE 8,000 PSI. ,
4.9 CONCRETE FINISHES
GENERAL '
DO NOT PLACE CONCRETE WHICH REQUIRES FINISHING UNTIL THE MATERIALS,
TOOLS, AND LABOR NECESSARY FOR FIN!SHING THE WET CONCRETE ARE ON THE
JOB AND ACCEPTABLE TO THE CITY. ALL HORIZONTAL SURFACES SHALL BE ,
STEEL TROWELLED, UNLESS OTHERWISE SPECIFIED.
PATCHING
DEFECTS IN ALL CONCRETE SURFACES SHALL BE CUT OUT AND PATCHED AS
SPECIFIED HEREIN. AFTER REMOVAL OF THE FORMS ALL IMPERFECTIONS, ROCK
POCKETS, HOLES FKOM FORM TIES, AND OTHER DEFECTS SHALL BE CHIPPED OUT
TJ SOLID CONCRETE., THE SURFACE OF THE CAVITY TO BE PATCHED SHALL BE
PULL-OUTO LTYPE TIESFORE THE ARE USED.PATCHINGT E HOLESIXTURE IS SHALL BE FILLEDED. WHERE THE
AS RECOMMENDED ,
BY THE MANUFACTURER OF THE TIES AND AS APPROVED.
THE CONCRETE FOUNDATION SHALL BE FINISHED BY SCREEDING TO THE GRADE '
SHOWN ON THE DRAWINGS.
4_8 ,
' CITY OF RENTON AUGUST 1984
' WEST HILL 1.4 MG RESERVOIR METALS
5.0
METALS
' 5.1 GENERA.
SCOPE
THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING .ALL LABOR,
MAT-ERIAL, AND EQUIPMENT FOR THE FABRICATION AND ERECTION OF A
1 RESERVOIR TANK AND ALL MISCELLANEOUS METALS SHOWN ON THE DRAWINGS AND
AS SPECIFIED.
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF
THE DRAWINGS, SPECIFICATIONS, AWWA DIOO-79 INCLUDING APPENDICES A AND
C. AND A.W.S. 05.?-79.
SUBMITTALS
SHOP DRAWINGS FOR REINFORCING STEEL. STRUCTURAL STEEL, AND ALL METAL
ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
FABRICATION OF THESE ITEMS. SHOP DRAWINGS SHALL CLEARLY INDICATE
' ALL SHOP AND FIELD FABRICATIONS, ERECTION DETAILS. AND SEQUENCES.
CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE
ENGINEER FOR APPROVAL PRIOR TO FABR-ATION OR CONSTRUCTION. CHANGES
' SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
STORAGE AND HANDLING
STORE JOB 31TE METALS ON BLOCKS ABOVE THE SNOW OR MUD AND SOIL.
' AFTER ERECTION, REMOVE ANY WELD SPATTER, OIL. AND GREASE. CLEAN
ABOADED, BOLTED, AND WELDED AREAS AND TOUCHUP,
5.2 STRUCTURAL STEEL
UNLESS OTHERWISE NOTED ON THE CONIRACT PLANS. ALL STRUCTURAL STEEL
' SHALL CONFORM TC THE FOLLOWING REQUIREMENTS:
TYPE OF MEMBER ASTM SPECIFICATION FY
A. SHAPES, ANGLES AND RODS A36 36 KSI
5-1
CITY OF RENTON AUGUST 1984
WEST HILL 1.4 MG RESERVOIR METALS
B. PLATES (LESS THAN 1/2" THICK) A36 36 KSI
A283C
(1/2" THICK OR GREATER) A1319 30 KST
C. ANCHOR BOLTS (EMBEDDED IN A36 '
MASONRY OR CONCRETE)
D. CONNECTION BOLTS (3/4" ROUND, A307 t
UNLESS SHOWN OTHERWISE)
5.3 WELDING '
ALL WELDS, BOTH SHOP AND FIELD, TO BE MADE BY CERTIFIED WELDERS. '
SUBMERGED-ARC PROCESS WITH ELECTRODES CONFORMING TO A.M.S. A-5, 17.
PLATE JOINTS TO BE BUTT-WELDED WITH 100 PERCENT PENETRATION AND OTHER
WELDS TO BE MADE /S SHOWN. WORK SHALL BE DONE IN STRICT ADHERANCE TO '
SECTION B OF A.dWA D1OO-79. wELD INSPECTION TO CONFORM TO AWWA
D100-79, APPENL'IX C, SECTION C4 - INCLUDING RADIOGRAPHY.
S.4 S1EEL ITEMS ,
RESERVOIR TANK BODY t
PROVIDE 12 COURSES OF STEEL TANK BODY RINGS, ROOF, BASE PLATE AND
BOTTOM PLATE AS SHOWN IN DRAWINGS, AND DESCRIBED SEOUENCIALLY: ,
COMPONENT THICKNESS (INCHES) ASTM REQUIREMENTS _
BOTTOM PLATE 1/4 A283C '
BASE PLATE n 31 A283C
COARSE 1 6.173 A131-B
2 5/8 A131-3 ,
3 0.569 A131-8
4 0.516 A131-B
5 0.464 A131-B
6 0.408 A36
7 0.35? A36
8 0.305 A36
9 0.305 A36
10 1/4 A36
11 1/4 A36
12 114 A36 '
KNUCKLE RADIUS 1/4 A36
ELLIPSODAL ROOF 3/16 A36 OR A283C
ALL FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AWWA DIOO-79 '
STANDARD.
5-2 '
CITY OF RENTON
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
METALS
TANK ANCHORAGE
PROVIDE 60 3-INCH DIAMETER THREADED ROD TANK ANCHOR BOLTS WITH STEEL
PLATE BE EQUALLY RSPACED AAROUND THE PERIMETERRSUC.HGTHATTALL POIPINGAIS
AVOIDED. COMPONENT SHALL BE IN CONFORMANCE WITH ASTM A36 AND AWWA
DIOO-79 SECTION 3.8 STANDARDS.
' REINFORCING STEEL
REINFORCING STEEL SHALL CONFORM TO ASTM A615-81a., GRADE 60, fy
60,000 PSI. EXCEPTIONS: BARS TO BE FIELD BENT, BARS TO BE WELDED
AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE
GRADE 40, fy - 4n,000 PSI.
REINFORCING STEEL SHALL BE DETAILED (INCLUDING H007S AND BENDS) IN
ACCORDANCE WITH
ACT 315-74
N2 8 L
REINF(ICEMENT30 BAR DIAMETERS OR '-01MINIMUM. LAP ALL
N E CORNER BARS
AT IL_ WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2'4"
MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL
' WIRE-SPACING AT SIDES AND ENDS.
NO S
FIELD RENT
UNLESS SPECIFICALLY HARDENED
APPROVED BY CONCRETE LLTHEE STRUCTURAL
ENGINEER.
LADDER
PROVIDE ONE LADDER WELDED TO THE TANK. RUNG "ACING SHALL BE 1 FOOT
ON CENTER. THE LOWEST RUNG SHALL BE I F00' )VE THE PAVEMENT AND
THE PLACEMENT SHALL BE COORDINATED WITH THE t,.,_:,OR BOLTS TO PRECLUDE
INTERFERENCE. THE UPPER LADDER RUNG SHALL EX'END 6 FEET ABOVE SHROUD
' PLATFORM LANDING. ALL COMPONENTS SHALL RE AS DIMENSIONED ON PLANS
AND SHALL CONFORM TO ASTM A36 STANDARDS.
' LADDER SHROUD/LOWER LANDING
' PROVIDE STEEL LADDER SHROUD/STAIR LANDING. HORIZONTAL
SHALL BE OF 1/4 INCH STEELR ERSON L RGE PATTERN INLAND 4WAYL SAFETY
PLATE DR EQUAL. INCLINED SHROUD SHALL BE AT A 45 DEGREE INCLINE OF
1/8-INCH PLATE STEEL. STEEL PLATL SHALL BE PROVIDED BETWEEN LADDER
AND TANK TO CLOSE GAP AS INDICATED ON PLANS. ALL STEEL PLATE
.ABUTTING THE TANK SHELL SHALL BE CUT TO CONFORM WITH THE OUTSIDE
RADIUS OF THE TANK SHELL.
PROVIDE FOUR STEEL RECTANGULAR CROSS SECTION CANTILEVER SUPPORTS AS
SHOWN IN PLANS. IN GENERAL, POTENTIAL HAND HOLDS, AS DETERMINED BY
THE ENGINEER, ARE TO BE ELIMINATED ON THE UNDERSIDE OF THE SHROUD.
5-3
CITY OF RENTON AUGUST 1984 ,
WEST HILL 1.4 MG RESERVOIR METALS '
ALL STEEL SHALL CONFORM TO ASTM A36 STANDARDS FOR STRUCTURAL STEEL.
SPIRAL STAIRS
PROVIDE SPIRAL STAIRS AROUND THE SIDE OF THE TANK FROM THE LOWER '
SHROUDiLANDING TO UPPER PLATFORM WITH AN EFFECTIVE 6-INCH RISE TO AN
8-INCH RUN AT THE TANK SHELL, AS SHOWN ON DRAWINGS. '
STAIR GRATINGS SHALL BE RYERSON RY-WELD STAIR TREADS OF EQUAL.
MOUNTING SHALL BE PROVIDED BY WELDING ANGLE BRACKETS PROVIDED BY
MANUFACTURER TO THE TANK WALL AND TO A CONTINUOUS MC 10 X 8.4 ,
STRINGER CHANNEL. STAIR GRATINGS SHALL BE WELDED TO THE TANK SHELL
IN THE KNUCKLE RADIUS TRANSITION AS SHOWN ON THE DRAWING, WITH STAIR
WIDTH VARYING TO CONFORM TO THE VARYING DISTANCE BETWEEN THE TANK ,
SHELL AND THE CONTINUOUS STRINGER.
PROVIDE STEEI. C 8 X 11.5 CANTILEVER SUPPORT STRINGER AS SHOWN. ,
UPPER PLATFORM ASSEMBLY
PROVIDE TWO UPPER LANDINGS AND INTERMEDIATE STAIRWAY AS SHOWN. '
LANUINO DECKING SHALL BE 1/4-INCH STEEL RYERSON LARGE PATTERN INLAND
4-WAY SAFETY PLATE OR EQUAL, SUPPORTED AS SHOWN. '
STAIRS SHALL HAVE AN EFFECTIVE 6-INCH RISE TO B-INCH RUN. GRATING
SHALL BF MOUNTED BY WELDING ANGLE BRACKETS PROVIDED BY MANUFACTURER '
TO THE INSIDE FACES OF TWO STEEL CHANNELS (FLANGES OUT), AS SHOWN.
UPPER ACCESS MANHOLE
PROVIDE ONE 36-INCH DIAMETER MANHOLE Ai THE UPPERMOST PLATFORM. THE
MANHOLE LID SHALL HAVE THREE LADDER RUNGS FIXED TO THE UNDER SIDE TO '
SERVE AS A LADDER EXTENSION. THE LID HINGE SHALL RE ALIGNED
PERPENDICULAR TO THE RESERVOIR RADIUS WHICH PASSES THROUGH THE CENTER
OF THE MANHOLE. THE LID SHALL LATCH SECURELY TO THE RAIL IN THE OPEN '
POSITION TO SERVE AS AN EXTENSION OF THE INTERIOR LADDER. THE
MANHOLE SHALL UTILIZE THE STANDARD WATER SYSTEM'S LACK AND KEY.
INTERIOR LANDINGS ADO PLATFORM
PROVIDE INTERIOR LANDINGS AND LADDERS AS SHOWN ON DRAWINGS. ,
CONTRACTOR SHALL PROVIDE ADDITIONAL DESIGN OF LANDINGS, CATWALK, AND
SUSPENDED LADDER SUBJECT TO ENGINEER'S APPROVAL AND IN ACCORDANCE
WITH AWWA DIOO-79 SEC 7.4. '
5-4 '
CITY OF RENTON
' WEST HILL 1.4 MG RESERVOIR AUGUST 1984
METALS
tRODE VENT
PROVIDE ONE ROOF VENT LOCATED AT TH'_ TOP CENTER OF THE RESERVOIR,
DESIGN BY CONTRACTOR IN ACCORDANJE WITH AWWA 0100-79 SEC. 7,7
STANDARD.
GROUND LEVEL MANHOLES
' PROVIDE TWO 36-INCH DIAMETER SHELL MANHOLES AS SHOWN. SHELL
REINFORCING SHALL BE WELDED ON THE INTERIOR. FURTHER DESIGN BY
CONTRACTOR IN ACCORDANCE WITH AWWA 0100-79 SEC. 7.1 STANDARD.
PAINTER'S SCAFFOLD
' PERMANENT PROVISIONS FOR ATTACHMENT OF A PAINTER'S SCAFFOLDING MIL..
BE PROVIDED AT THE ROOF TO SERVE BOTH THE EXTERIOR AND THE INTERIOR
OF THE STANDPIPF. THESE PROVISIONS SHALL BE SO PLACED AS TO
ACCOMMODATE THE "FAILS" OF PAINTER'S TYPICAL SWING SCAFFOLDING OR
SHALL CONSIST OF A PAINTER'S TROLLEY, ALL OF TANK CONTRACTOR'S
DESIGN.
OVERFLOW PIPE SUPPORTS
eTHE 8-INCH OVERFLOW PIPE SUPPORTS SHALL BE CONSTRUCTED AS SHOWN ON
THE PLANS. THESE SUPPORTS SHALL BE WELDED TO THE STANDPIPE WELDS
JUST BELOW EACH MECHANICAL PIPE JOINT.
ELECTRICAL AND TELEMETRY APPORTERMCE MOUNTING
PROVIDE SIX 2 X 2 X 1/4-INCH STEEL ANGLE FOR MOUNTING BRACKETS.
ANGLE FLANGE ABUTTING THE TANK WALL SHALL BE CUT TO CONFORM TO THE
CURVATURE AND WELDED ALONG THE ENTIRE LENGTH AS SHOWN. VERTICAL
' ALIGNMENT SHALL BE DETERMINED BY THE MOUNTING REQUIREMENTS OF THE
ENCLOSURES. ENCLOSURES SHALL BE MOUNTED IN STRICT ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 3/16-INCH STEEL PLATE AS
SHOWN TO MOUNT THE ELECTRICAL METER, BREAKER SWITCH, AND CONVENIENCE
ELECTRICAL OUTLET.
TRANSDUCER TAPS ENCLOSURE
PROVIDE ONE ENCLOSURE FOR THE TRANSDUCER TAPS. ENCLOSURE SHALL BE
' WELDED DIRECTLY TO TANK WALL AS SHOWN. THE ENCLOSURE OPENING SHALL
UTILIZE THE STANDARD WATER SYSTEM LOCK AND KEY.
i 5-5
CITY GF RENTON AUGUST 1984
WEST HILL 1.4 MG RESERVOIR METALS '
MISCELLANEOUS STEEL, METAL WORK '
ALL MISCELLANEOUS STEEL METAL WORK SHALL CONSIST OF EMBEDDV AND
NON-EMBEDDED STEEL METAL WORK. ALL FERROUS MATERIAL NOT ENCASED IN
CONCRETE SHALL BE HOT DIPPED GALVANIZED OR c"NTED AS SPECIFIFJ AFTER
FABRICATION.
' STRUCTURAL STEEL MEMBERS ,
STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, STRUCTURAL GRADE. ,
UNLESS OTHERWISE SPECIFIED, AND SHALL BE HOT DIPPED GALVANIZED, OR
?HINTED AS SPECIFIED AFTER FABRICATION UNLESS FULLY ENCASED IN
CONCRETE. ,
HIGH STRENGTH BOLTS
H 1^H STRENGTH BOLTS SHALL BE USED TO FA' "N STRUCTURAL STEEL AND ,
SHAD CONFORM fO THE REQUIREMENTS OF AS'.1 A490.
EXPANSION BOLTS
EXPANSION BOLTS, WHERE CALLED FOR OR APPROVED, SHALL 6: KWIK-BOLT ,
AS MANUFACTURED BY McCULLOCK INDUSTRIES; RED-HEAD WEDGE ANCHORS,
AS MANUFACTURED BY ITT, PHILLIPS DRILL DIVISION; MOLLY PARABOLT,
AS MANUFACTURED BY USM CORPORATION OR EQUAL. FOR WET OR CORROSIVE ,
CONDITIONS, BOLTS SHALL DE STAINLESS STEEL UNLESS COMPLETELY
PROTECTED BY CONCRETE COVER.
ELECTRODES ,
ELECTRODES SHALL BE LOW -YOROGEN GROUP 1/8-INCH AND CONFORM TO ,
ACTH E70-74. STAINLESS >I .EL WELDS SHALL BE PERFORMED WITH AS'
h6L ELECTRODES. c
■
5.5 STAINLESS STEEL ITEMS
STAINLESS STEEL SHALL CONFORM TO ASTM 1479 FOR ROLLED SHAPES AND A240 ,
FOR PLATED. TYPE 304. STAINLESS STEEL FASTENERS SHALL CONFORM TO
ASTM A193 AND A194. WEDGE ANCHOR SHALL BE TYPE 304, STAINLESS STEEI , ,
AS MANUFACTURED BY RED-HEAD OR EQUAL.
ALL STAINLESS STEEL SHALL HAVE A STANDARD MILL OR NO. 4 FINISH WHERE
EXPOSED AND SHALL BE CLEANED OF ALL FOREIGN MATTER BEFORE DELIVERY ,
TO THE JOB.
1
5-6
CITY OF RENTON AUGUST 1984
WEST HILL 1.4 MG RESERVOIR METALS
' 5.6 ALUNIMUM ITEMS
SHROUD HATCH
PROVIDE ONE 3i8-INCH THICK ALUMINUM P' ATE AS SHOWN CONFORMING ASTM
' I TWOS STANDARDS.
D D HATCH OVLKLAP
STEEL PLATFORM
SET OFHATCHLOCKANGLES SHALL REPROVIDEDON OPP SIT A SHOWN.ESIDESSAS
SHOWN WITH HOLES TO UTILIZE THE STANDARD CITY WATER SYSTEM'S LOCK AND
' KEY. ONE HANDLE AND ONE SET OF HiNSES SHALL BE PROVIDED AS DESIGNED
BY CONTRACTOR AND POSITIONED ON DRAWINGS.
' ALUMINUM HAND RAILING
INSTALL OFFSET MOUNTED DOUBLE-RAIL HAND RA::ING AROUND LOWER STAIR
LANDING/SHROUD, UP ALONG SPIRAL STAIRS AND AROUND UPPER LANDING,
STRAIGHT STAIR SECTION AND AROUND TOP PLATFORM, AS SHOWN ON DRAWINGS.
' ALL RAILING SHALL BE RIGID RAIL VI AS MANUFACTURED BY CONSTRUCTION
SPECIALTIEXTRUDEDE60631NC.6061 ORL3051LS, POST ,S AiNLESSSSTEEL FALLORM F ELBOWITTINGSSSH LLLBEBA
ONE PIECE EXTRUSION MACHINED TO FINAL SHAPE. THE COMPONENTS SHALL
FIT TOGETHER TO FORM A RAILING THAT APPEARS CONTINUOUS AND OFFSET
FROM POST.
ALL
ENTS
HE CONTRACTOR R CTOR SHALL BE
RUSE CEAR SATIN ALL PRECAUTIONS ANODIZED
NECESS NECESSARY TO MIL
PROTECT THICKNESS.
THE
FINISH FROM SCRATCHES, NICKS, GOUGES, DENTS, ETC. DURING STORAGE
' ASSEMBLY AND INSTALLATION.
THE CONTRACTOR SHALL INSTALL THE RAILING IN STRICT ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS. ALL PIPE CUTS SHALL 8E SQUARE
AND ACCURATE' ALL HOLES SHALL BE MINIMUM BEDRILLEDOAND COUNTERSUNK INT-GAP, AND RFOR EE OA TIGHT FLUSH F BEVEL OR HFITEOF
RiVETS.
tPOST SPACING SHALL BE 6'-0" MAXIMUM ON CENTER. POSTS SHALL BE A
SINGLE UNSPLICED LENGTH OF PiPE. TOP RAILS SHALL BE A SINGLE
MNNIMIAE OF THREE POSTS. LOWER GTH OF PIPE WHEREPRAILSLSHALLDALL BE CONNECT UNSPL CED
SECTIONS BETWEEN POSTS. THE TOP RAIL SHALL RE 42-INCHES FROM THE
BOTTOM OF THE POSTS OR AS REQUIRED BY LOCAL, STATE OR FEDERAL CODES.
OR OTHERWISE SHOWN, THE ENTIRE SYSTEM SHALL COMPLY WITH ALL
APPLICABLE CODES AND REGULATIONS.
DAMAGED OR MARKED PIECES WILL NOT BE USED ON THE PROJECT AND WILL BF
REPLACED BY THE CONTRACTOR AT NO COST,
SHOP DRAWINGS SHALL RE PREPARED BY RAILING MANUFACTURER SHOWING
LOCATION OF ALL RAILINGS, ANCHORAGE METHODS, SPIKES AND ATTACHMENTS.
5-7
CITY OF RENTON AUGUST 1984 '
WEST HILL 1.4 MG RESERVOIR METALS '
PROVIDE THREE EQUALLY SPACED RAILS AROUND THE OUTSIDE/UPPER LANDING ,
AS SHOWN.
S.7 GROUT
GROUT, WHERE REQUIRED FOR ANCHORING, PATCHING, AND GROUTING SHALL ,
CONFORM TO THE REQUIREMENT OF SECTION 4.
5.8 CONSTRUCTION '
CONTRACTOR SHALL dE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE '
WORK. CONTRACTOR SHALL PROVIDE TEMPORARY TRACING FOR THE STRUCTURE
AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN
COMPLETED IN ACCORDANCE WITH THE PLANS. ,
THE SHOP FABRICATION AND FIELD ERECTION SHALL CONFORM TO SECTIONS 9
AND 10 OF AWWA STANDARD D-100. '
METAL FABRICATIONS SHALL BE INSTALLED AS SHOWN OR AS APPROVED. METAL
FABRICATIONS WHICH ARE BENT, BROKEN OR OTHERWISE DAMAGED SHALL BE
REPAIRED OR REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE ,
ENGINEER, EMBEDDING OF METAL FABRICATION SHALL BE IN STRICT
ACCORDANCE WITH SECTION "CONCRETE".
METAL FABRICATIONS TO BE EMBEDDED IN CONCRETE SHALL BE PLACED '
ACCURATELY AND HELD IN CORRECT POSITION WHILE THE CONCRETE IS PLACED,
OR AS SHOWN OR ACCEPTED, RECESSES OR BLOCK OUTS SHALL BE FORMED IN ,
THE CONCRETE AND THE METAL FABRICATION SHALL BE GROUTED IN PLACE.
THE SURFACES OF METAL FABRICATION IN CONTACT WITH OR EMBEODDED IN
CONCRETE SHALL BE THOROUGHLY CLEANED OF ALL RUCT, DIRT, GREASE, LOOSE
SCALE, GROUT, MORTAR, ANO OTHER FOREIGN MATTER. IF ACCEPTED. '
RECESSES MAY BE NEATLY CORED IN CONCRETE AFTER IT HAS ATTAINED ITS
DESIGN STRENGTH AND THE METAL FABRICATION GROUTED IN PLACE. ALL
METAL FABRICATION SHALL HAVE PROPER FIT AND SHALL BE JOB MEASURED ,
WHERE NECESSARY.
S.9 INSPECTION AND TESTING ,
STRUCTURAL STEEL ERECTION SHAL, �E SUPERVISED IN ACCORDANCE WITH
SECTION 306 OF THE UNIFORM BUILDING CODE AND THE PROJECT
SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE
ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL TEST
RESULTS.
THE CONTRACTOR SHALL SUPPLY THE OWNER WITH COPIES OF MILL TEST
CERTIFICATES ON THE MATERIALS TO BE USED AND SHOP INSPECTION REPORTS
SHOWING COMPLIANCE WITH AWWA STANDARD D-100. ALL INSPECTION WILL BE
5-8 '
' CITY OF RENTON AUGUST 1984
1 WEST HILL 1.4 MG RESERVOIR METALS
DONE IN STRICT CONFORMANCE WITH SECTION 11 AND RELATED APPENDICES OF
AWWA STANDARD D-100. THE CONTRACTOR SHALL TEST THE ENTIRE RESERVOIR
FOR LEAKAGE BY HYDROSTATIC TESTING, AFTER PAINTING, IN ACCORDANCE
WITH SECTION 12 OF AWWA STANDARD 0-100. USING SEQUENCE SPECIFIED IN
SECTION 12.4. THE CONTRACTOR SHALL PROVIDE THE ENGINER WITH DATA ON
THE TEST PROCEDURE HE PROPOSES TO USE PRIOR TO THE TEST. IF LEAKAGE
IS DISCOVERED, THE DEFECTS SHALL BE REPAIRED AND THE TEST REPEATED
UNTIL THE TANK IS TIGHT. IF, AFTER HYDROSTATIC TEST, WATER MUST BE
WASTED TO MAKE REPAIRS, THE CONTRACTOR WILL BE CHARGED FOR WATER AT
THE RATE OF $.50 PER 100 CUBIC FEET. THE TANK BOTTOM SHALL BE TESTED
1N ACCORDANCE WITH SECTTDN 12.2 OF AWWA STANDARD D-100.
5.10 DISINFECTION
THE RESERVOIR SHALL BE DISINFECTED AS FOLLOWS:
THE RESERVOIR SHALL BE THOPDUGHLY DISINFECTED WITH CHLORINE BEFORE
BEING PLACED IN SERVICE. ALL INTERIOR SURFACES, INCLUDING PIPING AND
LADDERS. SHALL BE HOSED DOWN WITH A CHLORINE SOLUTION CONTAINING NOT
LESS THAN 200 RPM OF CHLORINE. CHLORINE SOLUTION MAY BE RECIRCULATED
BUT NOT LESS THAN 5.000 GALLONS OF SOLUTION SHALL 9E USED DURING THE
OPERATION. ALL VALVES SHALL BE OPENED AND CLOSED SEVERAL TIMES
DURING THE CHLORINATION. EITHER HiGH TEST, CALCIUM HYPOCHLORITE OR A
' LIQUID CHLORINE MAY BE USED FOR DISINFECTION PURPOSES.
AFTER THE SPRAY DISINFECTING HAS BEEN ACCOMPLISHED, THE ENTIRE
' RESERVOIR SHALL BE COMPLETELY FLUSHED AND THEN FILLED. THE
CONTRACTOR SHALL EXERCISE SPECIAL CARE IN FLUSHING TO AVOID DAMAGE TO
SURROUNDING PROPERTIES. WATER WITH THE CHLORINE RESIDUAL SHAL'_ BE
STORED AND AERATED OR OTHERWISE NEUTRALIZED UNTIL IT CAN BE SAFELY
' DISPOSED OF, ALL DISPOSAL SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. WATER CONTAINING A CHLORINE RESIDUAL SHALL NOT BE
DISPOSED OF INTO THE W?.TER SYSTEM, 09 ANY SURFACE WATER COURSE.
' AFTER STERILIZATION HAS BEEN COMPLETED AND THE RESERVOIR HAS BEEN
FILLED, TWO WATER SAMPLES SHALL BE TAKEN FROM THE RESERVOIR, 24 HOURS
' APART AND SUBMITTED TO THE STATE HEALTH DEPARTMENT FOR
BACTERIOLOGICAL EXAMINATION AND APPROVAL. THE RESERVOIR SHALL NOT BE
PLACED IN SERVICE UNTIL APPROVAL IS GIVEN BY THE ENGINEER AND THE
WASHINGTON STATE HEALTH DEPARTMENT.
DISINFECTION SHALL BE CARRIED OUT IN ACCORDANCE WITH AWWA D1O5-80,
DISINFECTION OF WATER STORAGE FACILITIES.
5-9
' CITi IF RENTON FINISHES
WEST ;TILL 1.4 MG RESERVOIR AUGUST 1984
9.0
FINISHE7
1 9.1 hoax
SCOPE
THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO
COAT ALL ITEMS IN ACCORDANCE WIT4 THESE SPECIFICATIONS. FINISHES
SHALL BE DONE AT SUCH TIMES AS THE CONTRACTOR AND CITY MAY AGREE UPON
IN ORDER THAT DUST FREE AND NEAT WORK BE OBTAINED. INTERIOR AND
EXTERIOR. TANK FINISHING SHALL BE COGROINATED WITH INFTALLATION OF ALL
APPURTENANCES WHICH WOULD DISTURB THE COATING IN ANY WAY.
' COATING SHALL BE DONE STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS AND IN A MANNER SATIFACTORY TO THE CITY. ALL PHASES OF
THE WORK SHALL BE AVAILABLE TO OBSERVATION BY THE CITY. ALL SAFETY
PRECAUTIONS STATED IN THE MANUFACTURER'S PRINTED INSTRUCTIONS SHALL
' BE CAREFULLY OBSERVED. ADEQUATE VENTILATION AND LIGHTING SHALL BE
PROVIDED AT ALL TIMES.
' 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 INTENDED FOR,
ANY SURFACE PREPARATION, NUMBER OF COATS. METHOD OF APPLICATION, AND
' COATING THICKNESS SHALL BE TNCIUDED. THIS INFORMATION SHALL BE
SUBMITTED 14 ACCORDANCE WITH THE REQUIREMENTS REGARDING SHOP I 4WINGS
INCLUDED HEREIN.
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 SE CLEAN AND DRY PRIOR TO ANY COATING
UNLESS SPECIFICALLY DIRECTED BY THE COATING MANUFACTURER. ,�o
PAINTING SHALL BE DONE BEFORE THE PREPARED SURFACES ARE APPROVED BY
THE CITY.
9-1
CITY OF RENTON FINISHES '
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
t
RAILING PREPARATION
ALL ALUMINUM RAILING ASSEMBLY SHALL BE MASKED BEFORE ANY TANK COATING
OR ASSEMBLED AFTER THE FINAL TANK COATING TO AVOID PAINTING THE RAIL
ASSEMBLY.
COATING OWITY '
ALL FINISHING SHALL BE IN ACCORDANCE WITH AWA STANDARD D 102-78 AND
HAVE E.P.A. APPROVAL THE PAINT AND PAINT PRODUCTS OF TNEMEC COMPANY ,
OF KANSAS CITY, MISSOURI, MENTIONEO IN THESE SP-CIFICATIONS ARE
INTENDED AS A REPRESENTATIVE STANDARD OF THIS QUALITY.
ALL MATERIALS SHALL BE BROUGHT TO THE JOBSITE IN THE ORIGINAL SEALED '
AND LABELED CONTAINERS OF THE PAINT MANUFACTURER AND SHALL BE SUBJECT
TO INSPECTION BY THE CITY. THE CONTRACTOR SHALL PROVIDE, IN ,
ADDITION, ORE UNBROKEN GAI.LON 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,
THE CONTRACTOR SHALL SUBMIT TO THE CITY, IMMEDIATELY UPON COMPLETION '
OF 74E 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.
SUBSTITUTIONS ,
SUBSTITUTIONS OF THE COATINGS OF OTHER MANUFACTURERS SHALL RE 1
CONSIDERED ONLY IF EQUIVALENT SYSTEMS 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 TO BE AN EQUIVALENT SYSTEM
WHEN IT IS PROVED TO THE SATISFACTION OF THE CITY THAT THEY ARE '
EQUIVALENT IN COMPOSITION, DURABILITY, USEFULNESS, AND CONVENIFNCE
FOR THE PURPOSE INTENDED. SUBSTITUTIONS WILL BE CONSIDERED PROVIDED
THE FOLLOWING MINIMUM CONDITIONS ARE MET:
1. THE PROPOSED PAINT SYSTEM SHALL HAVE A " FILM THICKNESS EQVo' TO t
OR GREATER THAN THAT OF THE SPECIFIED SYSTEM.
2, THE PROPOSED . AINT SYSTEM SHALL EMPLOY AN EQUAL OF GREATER NUMBER '
OF
EE SEggPOoARASSTggEpp COATS.
3. TYDEPOFP PAINTPSELECTEDTEM SHALL EMPLOY PRIMERS COMPATIBLE WITH THE ,
9-2
CITY OF RENTON FINISHES
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
' 4. ALL REQUESTS FOR SUBSTITUTION SHALL CARRY FULL DESCRIPTIVE
LITERATURE AND DIRECTIONS FOR APPLICATIONS, ALONG WITH COMPLETE
INFORMATION ON GENERIC TYPE, NON-VOLATILE CONTENT BY VOLUME AND A
LIST OF SIMILAR PROJECTS WHERE THE COATINGS HAVE BEEN APLIED TO
SIMILAR EXPOSURES.
S. IF THE ABOVE MENTIONED DATA APPEARS TO BE IN ORDER, THE CONTRACTOR
SHALL PROVIDE CERTIFIED LABORATORY DATA SHEETS SHOWING THE RESULTS
OF COMPLETE SPECTRDGRAP41C AND DURABILITY TESTS PERFORMED ON THE
PROPOSED SUBSTITUTE. TESTS SHALL BE PERFORMED BY AN INDEPENDENT
TESTING LABORATOC° APPROVED BY THE CITY AND ALL COSTS INCURP.ED IN
THE TESTING PROD SHALL BE CHARGED TO THE CONTRACTOR.
' 6. IN ANY CASE, THE CITY SHALL BE THE SOLE AND FINAL JUDGE OF THE
ACCEPTABILITY OF ANY PROPOSED SUBSTITUTION.
COLD/
THE uWNER WILL SELECT A DETAILED COLOR SCHEDULE AFTER AWARD OF
CONTRACT, THE GENERAL COLORS TO BE PROVIDED ARE AS FOLLOWS:
1. TANK EXTERIOR: LIGHT BLUE/GRAY
2. TANK INTERIOR: WHITE
4.2 MATERIALS
1. TANK EXTERIOR
A. SURFACE PREPARATION SSPC-SP6 COMMERCIAL BLAST CLEANING
R. ONE COAT 20-1255 POTA-PDX PRIMER; 2 TO 3 MIL DFT
C. ONE COAT 20-1255 POTA-PDX PRIMER SIMILAR TO FINAL COLOR; 2 TO
3 MIL DFT
0. ONE COAT 70 - COLOR ENDURA - SHIELD; 1.5 TO 2.5 MIL DFT
2. TANK INTERIOR
A. SURFACE PREPARATION SSPC-SP1O NEAR-WHITE BLAST CLEANING
B. ONE COAT 20-1255 POTA-PDX PRIMER; 4 TO 6 MIL DFT
C. ONE COAT 20-2000 POTA-PDX FINISH; 4 TO 6 MIL OFT
INSPECTION AID TESTING
' SURFACE PREPARATION AND TESTING SHALL BE IN ACCORDANCE WITH AWWA
0102-78. INSPECT ALL SURFACE PREPAI,ATION PRIOR TO APPLICATION OF ANY
COATING.
t 9-3
CITY OF RENTON FINISHES '
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
THE PICTORIAL SURFACE PREPARATION STANDARDS FOR PAINTING STEEL ,
SURFACES (VIS-1) BY THE STEEL STRUCTURES PAINTING COUNCIL (SSPC)
SHALL BE USED AS A VISLAL 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
T' F MANUFACTURER'S RECOMMENDATIONS.
THE COMPLETED COATING SHALL PRODUCE A MINIMUM DRY FILM THICKNESS IN
ACCORDANCE WITH 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.
THE COMPLETED COATING ON METAL SURFACES SHALL BE INSPECTED BY THE
CONTRACTOR IN THE PRESENCE OF THE CITY FOR PINHOLES AND HOLIDAYS WITH
A 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 COMPLETEL COATING SHALL BE INSPECTED FOR RUNS, OVERSPRAY, AND
ROUGHNESS, AND ANY AREAS FOUND TO SHOW THESE. OR OTHER SIGNS % ,
IMPROPE.' APPLICATON SHALL BE REPAIRED OR RECOATED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
COMPATIBILITY OF COATINGS
!. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPATIBILITY OF ALL PAINT
PRODUCTS.
2. TEST COATINGS APPLIED TO AN EXISTING SURFACE COATING BY PATCH TEST '
TO DETERMINE SUITABILITY.
3. ALLOW SUFFICIENT T'ME TO DP'JNSTRATE COMPATIBILITY.
1
INSPECTION AND CERTIFICATION OF SHOP SURFACE PREPARATION
1. IMMEDIATELY PRIOR TO APPLICATION OF PRIME COATS HAVE ALL SURFACES
TO RECEIVE PAINT INSPECTED BY CITY-APPROVED QUALITY CONTROL AGENT.
2. REBLAST OR PROVIDE ADDITIONAL PREPARATION DIRECTED BY AGENT IF
REQUIRED TO MEET SPECIFIED SURFACE PREPARATION SPECIFICATION.
3. SUBMIT TO CITY CERTIFICATION OF CONFORMANCE OF FINISH SURFACE t
FPFPARATION TO STANDARDS REFERENCED:
9-4 '
iCITY OF RENTON FINISHES
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
iI. CERTIFICATION BY QUALITY CONTROL AGENT
2. INCLUDE DATE Cr SURFACE PREPARATION AND SSPC STANDARD ACHIEVED
i3. PRIMER-APPLICATION: TYPE AND MANUFACTURER FROM LABELED
CONTAINERS USED FOR PRIME COAT WORK
i4. RECORDED DRY FILM THICKNESS
iINSPECTION PRIOR TO APPLICATION OF FIELD PRIMER AND FINISH COATINGS
1. CLEAN ALL SURFACES IMMEDIATELY PRIOR TO COATING.
i2. INSPECT ALL SURFACES FOR CONFORMANCE TO SPECIFIED PREPARATION
STANDANDS.
i3. REQUEST AND OBTAIN CITY INSPFCTION FOR EACH COATING SURFACE
PREPARATION PRIOR TO COATING AP� : ICAT[ON.
iPAINT SMOOTHNESS, COVER, AND SHEET TOLERANCE
i 1. FINISH COATING SURFACE SMOOTHNESS EQUAL TO BASE SURFACE
PREPARATION SMOOTHNESS.
i2. UNIFORM LUSTRE WITH EVEN APPEARANCE FREE OF LAP MARKS.
iPAINT APPLICATION CONDITIONS
1. CLEAN, DRY ENVIRONMENT AND AT TEMPEPATURES RECOMMENDED IN
MANUFACTURER'S PREPRINTED INSTRUCTIONS.
i2. SURFACE TEMPERATURE: MINIMUM OF 5 DEGREES FAHRENHEIT ABOVE WET
BULB TEMPERATURE.
i3. MAXIMUM HUMIDITY: 85 PERCENT.
4. SHIELD FROM HOT SUN WITH APPROPRIATE HOUSING WHEN APPLYING PAINTS.
5. DO NOT APPLY COATINGS IN AREAS WHERE DUST IS BEING GENERATED.
i6. DO NOT APPLY IN FOG, SNOW, RAIN, OR TO WET OR DAMP SURFACES.
iAPPLICATION
1. APPLY COATING AT SPECIFIED RATES AND CONSISTENCY PER SELECTED
iMANUFACTURER'S PECIFIC APPLICATION INSTRUCTIONS.
i 9-5
CITY OF RENTON FINISHES ,
NEST HILL 1.4 MG RESERVOIR AUGUST 1984
2. BUILDUP IN MULTIPLE OR SINGLE FINISH COATS AS SPECIFIED.
3. THIN ONLY WITH THINNERS SPECIFICALLY FORMULATED FOP USE BY
APPROVED MANUFACTURER.
4. TINT PRIMER, SECOND COAT, AND FINISH COAT DIFFERENT SHADES TO ,
VERIFY COVERAGE.
RECOAT DRY TIME
PERMIT ADEQUATE CURE-DRYING INTERVAL BETWEEN MULTIPLE COATS AS ,
DETERMINED BY MANUFACTURER'S RECOMMENDED DRYING TIME AT SPECIFIED
CURE CONDITIONS.
t
1
t
tCITY OF RENTON SPECIALITIES
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
10.0
SPECIALITIES
' 10.1 INTERIOR RINGWALL SAID CUSHION
MATERIALS
THE SAND CUSHION BASE FOR THE RESERVOIR SHALL CONSIST OF A MINIMUM OF
A 5-INCH CUSHION OF CLEAN SAND SATURATED WITH A HEAVY BASE OF
' PETROLEUM OIL.
SAND FOR THE SAND CUSHION SHALL BE WASHED SAND. FREE FROM ORGANIC
MATTER, GRADED AS FOLLOWS:
PERCENT PASSING U.S. NO. 4 SIEVE 100.
PERCENT PASSING U.S. NO. S SIEVE 20. MAX
PERCENT PASSING U.S. NO. 200 SIEVE S. MAX
THE SAND SHALL BE TREATED WITH ASPHALT OR OIL. AS FOLLOWS:
ASPHALT: THE SAND SHALL BE HEATED TO A TEMPERATURE Of 150 DEGREES
(PLUS OR MINUS 20 DEGREES) AND THOROUGHLY MIXED WITH FROM 4 PERCENT
TO 5 PERCENT, BY VOLUME, OF LIQUID ASPHALT MC-70, HEATED TO 200
DEGREES F, !PLUS OR MINUS 30 DEGREES). THE MIXING SHALL BE DONE IN A
MECHANICAL MIXER AND THE OILED SAND SHALL BE PLACED TO GRADE BY
' PAVING MACHINE OR SPREADER BOX AND COMPACTED TO A FREE AND S1400TH
GRADE AS SHOWN ON THE PLANS.
OIL: THE SAND SHALL BE PLACED AND COMPACTED TO THE THICKNESS AND
GRADES SHOWN ON THE PLANS. 40. 2 DIESEL OIL SHALL BE SPRAY-APPLIED
TO THE COMPACTED SAND AT THE RATE OF 2.5 TO 3 GALLONS PER SQUARE
YARD.
PLACEMENT
INSTALL THE OILED SAND CUSHION IN ACCORDANCE WITH AWWA SPECIFICATIONS
0-100 SECTION 10. THE TOP OF THE SAND WITHIN THE RINGWALL SHALL
' SLOPE UNIFORMLY UPWARD FROM THE TOP OF THE WALL TO THE CENTER OF THE
TANK. THE PLACING OF THIS AND CUSHION SHALL BE DELAYED UNTIL THE
TANK-ERECTION CONTRACTOR IS READY TO PLACE THE BOTTOM PLATES OF THE
TANK AND SHALL THEN BE PLACED IMMEDIATELY PRIOR TO COMMENCEMENT OF
WORK BY THE TANK ERECTOR. THE SAND BED SHALL RE COVERED IMMEDIATELY
WITH POLYETHYLENE SHEETS TO PROTECT FROM THE EFFECTS OF WEATHERING.
10 - 1
CITY OF RENTON MECHANICAL
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
15.0
MECHANICAL
IS.1 PIPE AND PIPE FITTINGS
THE CONTRACTOR SHALL PROVIDE ALL PIPING, FITTINGS, AND APPURTENANCES
NECESSARY TO MAKE ALL PIPING SYSTEMS COMPLETE, TESTED, AND READY FOR
OPERATION AS SPECIFIED HEREIN AND AS SHOWN ON THE PLANS.
IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE A
' COMPLETE OPERATING SET OF PIPING SYSTEMS, TESTED, AND READY FOR
OPERATION. HOWEVER, SOME FITTINGS THAT ARE NECESSARY FOR PROPER
PIPING SYSTEM INSTALLATION AND OPERATION MAY NOT HAVE BEEN SHOWN.
THE CONTRACTOR SHALL PROVIDE ALL FITTINGS, PIPE, AND APPURTENANCES
NECESSARY WHETHER SHOWN OR NOT ON THE PLANS, TO COMPLETE ALL PIPING
SYSTEMS COMPLETE, TESTED, AND READY FOR OPERATION.
' THE CONTRACTOR SHALL NOTE THAT SOME PIPE SUPPORTS, THRUST BLOCKING.
AND TIE RODS FOR EACH INDIVIDUAL PIPE AND FITTINGS ARE NOT SHOWN ON
THE PLANS. THE CONTRACTOR SHALL PROVIDE PIPE SUPPORTS, THRUST
1 BLOCKING, AND TIE RODS FOR PIPES AS REQUIRED RY ACCEPTED DESIGN
CRITERIA.
' SHOULD INTERFERENCES OR DISCREPANCIES PREVENT THE INSTALLATION OF ANY
PART OF THE WORK, THE ENGINEER SHALL BE NOTIFIED AND HE WILL
DETERMINE THE STEPS NECESSARY TO COMPLETE THE TRUE DEVELOPMENT OF THE
INTENT OF THE DRAWINGS AND SPECIFICATIONS.
DUCTILE IRON PIPE
DUCTILE IRON PIPE SHALL BE STANDARD THICKNESS, CLASS 125,
CEMENT-LINED UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO THE
STANDARDS OF USA STANDARD A-21.51 iAWWA C-151).
RUBBER GASKET PIPE JOINTS TO BE PUSH-ON-JOINT (TYTON) OR MECHANICAL
JOINT (MJ) 1N ACCORDANCE WITH USA STANDARD A21-11 (AWWA C-111).
FLANGED JOINT SHALL CONFORM TO USA STANDARD 816.1.
t STINDARD THICKNESS CEMENT LINING SHALL BE IN ACCORDANCE WITH USA
STANDARD A21.4 (AWWA C-104).
15-i
CITY OF RENTON MECHANICAL ,
WEST HILL 1.4 MG RESERVOIR AUGUST 1984 ,
THE CONTRACTOR SHALL FURNISH CERTIFICATION FROM THE MANUFACTURER OF
THE PIPE AND GASKET BEING SUPPLIED THAT THE INSPECTION AND ALL OF THE
SPECIFIED TESTS HAVE BEEN MADE AND THE RESULTS THEREOF COMPLY WITH
THE REQUIREMENTS OF THIS STANDARD. '
DUCTILE INON FITTINGS '
DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, CLASS 125. METAL
THICKNESS AND MANUFACTURING PROCESS SHALL CONFORM TO APPLICABLE
PORTIONS OF USA STANDARDS A21.20, A21.11, 816.2, AND 814.4, AND AWWA '
C110.
STANDARD CEMENT LINING IN ACCORDANCE WITH USA STANDARD A21.4 (AWWA ,
C-104).
RUBBER GASKETS FOR PUSH-ON-JOINT (TYTON) OR MECHANICAL JOINT (MJ) IN '
ACCORDANCE WITH USA STANDARD A21.11 (AWWA C-111).
GASKET MATERIAL FOR FLANGES SHALL BE NEOPRENE, BUNA N, CHLORINATED
BUTYL, OR CLOTH-INSERTED RUBBER, '
TYPE OF ENDS SHALL 8E SPECIFIED AS PUSH-ON-JOINT (TYTON), MECHANICAL
JOINT (MJ). PLAIN END (PE), FLANGED (FL), OR SCREW(S). '
STEEL PIPE AND FITTINGS '
STEEL PIPE AND FITTINGS SHALL CONFORM TO USA STANDARD 036.10 AND ASTM
A-53. CLASS 125.
1
UNDERORAIN PIPE
UNDERDRAIN PIPE SHALL BE PERFORATED AND MAY BE CORRUGATED ALUMINUM
ALLOY, OR PVC PLASTIC AT THE OPTION OF THE CONTRACTOR. THE
PERFORATED UNDERDRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: '
CORRUGATED ALUMINUM ALLOY AASHO DESIGNATION M-197
PVC PLASTIC ASTM D-1785, SCHEDULE 40 '
ALL PERFORATED PIPE SHALL RE LAID WITH THE PERFORATIONS DOWN AND
BEDDED. AND BACKFILLED AS INDICATED ON THE PLANS. THE CONTRACTOR ,
SHALL USE CARE IN THE METHOD OF PLACING THE GRAVEL BACKFILL MATERIAL
TO PREVENT ITS CONTAMINATION AND SHALL COMPACT THE MATERIAL TO AT
LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT MAXIMUM MOISTURE AS ,
DETERMINED BY THE MODIFIED PROCTER TEST (ASTM 01551).
15-2
CITY OF RENTON MECHANICAL
WEST HILL 1.4 MG RESERVOIR AUGUST 198A
' PIPE AND FITTINGS INSTALLATION
THE TYPES AND SIZES OF PIPES TO BE USED SHALL BE AS SPECIFIED HEREIN
1 AND/OR AS SHOWN ON THE DRAWINGS. WHERE SIZES OF SMALL PIPE ARE
OMITTED FROM THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS,
SIZES TO BE USED SHALL CORRESPOND TO CODE REQUIREMENTS, AND AS
REQUIRED BY EQUIPMENT AND PLUMBING FIXTURES AND APPURTENANCES.
IN ANY EVENT, ANY UNDESIGNATED PIPE SIZES SHALL BE PROPER FOR THE.
FUNCTIONS TO BE PERFORMED AND AS ACCEPTABLE TO THE ENGINEER.
ALL PIPE SHALL BE CAREFULLY LAID AND SUPPORTED AT THE PROPER LINES
AND GRADES AND, WHERE POSSIBLE, SHALL BE SLOPED TO PERMIT COMPLETE
DRAINAGE. PIPING RUNS SHOWN ON THE DRAWING SHALL BE FOLLOWED AS
CLOSELY AS POSSIBLE, EXCEPT FOR MINOR ADJUSTMENT TO AVOID UTILITY AND
STRUCTURAL FEATURES. MAJOR RELOCATIONS, IF REQUIRED, SHALL BE MADE
IN A MANNFR ACCEPTABLE TO THE ENGINEER.
ALL OPENINGS IN PIPES SHALL BE KEPT CLOSED DURING THE PROGRESS OF THE
WORK.
JOINTS IN PIPE SHALL BE THREADED, FLANGED, MECHANICAL JOINT, OR OTHER
SPECIAL TYPES, WHERE SPECIFIED, CONSISTENT WITH THE TYPE OF PIPE
' BEING INSTALLED. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING
PIPE AND FITTINGS OR SPECIAL CASTINGS NECESSARY FOR THE PROPER AND
ACCURATE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE
SHALL BE CUT TO FIT ACCURATELY WITH SMOOTH EDGES AND FACES. PIPE
ENDS SHALL BE REAMED TO THE FULL BORE OF THE PIPE. A THREAD
LUBRICANT SHALL BE APPLIED TO THE MALE THREADS ONLY. FLANGED JOINTS
' SHALL RE MADE UP SQUARE WITH EVEN PRESSURE UPON THE GASKETS AND SHALL
BE PERFECTLY WATERTIGHT.
PIPING SHALL BE PROPERLY SUPPORTED ON CAST IN PLACE BLOCKS, OR BY
ANCHOR BRACKETS, SADDLES, OR SUPPORTS AS SHOWN OR AS NECESSARY TO
KEEP IT IN ALIGNMENT AND TO PREVENT SAGGING.
TIE RODS SHALL BE AS SHOWN ON THE PLANS AND AS REQUIRED TO RESIST ALL
UNBALANCED FORCES WITHIN THE PIPELINES. TIE RODS SHALL LIMIT
MOVEMENT AND RESIST FORCES IN PIPELINES, FLANGED COUPLING ADAPTERS,
AND FLEXIBLE COUPLINGS. FORCES IN PUMP DISCHARGE LINES SHALL BE
' CALCULATED USING PUMP SHUTOFF HEAD.
THRUST BLOCKING SHALL BE AS SHOWN ON THE CONTRACT PLANS AND AS
t DESCRIBED HEREIN. THRUST BLOCKING SHALL BE MVTDED TO RESIST ALL
09ALANCED FORCES ON PIPES AND FITTINGS.
' BLOCKING AND BRACING OF THE PIPE AND FITTINGS SHALL BE PLACED SO AS
TO SECURE BEARING ON UNDISTURBED EARTH, CONCRETE SHALL BE PLACED IN
BACK OF ALL FITTINGS WITH UNBALANCED THRUST. PRE-CAST BLOCKING SHALL
NOT BE USED. BLOCKING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
2.500 PSI AND SHALL NOT BE COVERED UP WITHOUT ITS HAVING BEEN SEEN BY
15-3
CITY OF RENTON MECHANICAL ,
WEST HILL 1.4 MG RESERVOIR, AUGUST 1984 '
THE ENGINEER. THE COST OF FURNISHING AND INSTALLING ALL BLOCKING
SHALL BE INCLUDED 14 THE LUMP SUMS BID BY THE CONTRACTOR. BLOCKING
SHALL BE FORMED SO THAT BOLTS, JOINTS, GASKETS, AND FLANGES OF
AD)ACENT JOINTS ARE CLEAR OF THE CONCRETE AND SO THAT BOLTS AND
JOINTS CAN BE DISMANTLED WITHOUT REMOVING THE CONCRETE. '
ALL PIPE PASSING THROUGH CONCRETE WALLS OR SLABS SHALL BE VERY
CAREFULLY MADE WATERTIGHT,
15.2 VALVES AND APPNTENW..Z;
VALVES SHALL RE AS SPECIFIED HEREIN. VALVES NOTED ON THE DRAWINGS OR
IN OTHER PARTS OF THE SPECIFICATIONS SHALL MEET THE REQUIREMENIS
HEREIN. ALL VALVES SHALL BE DESIGNED FOR THE INTENDED SERVICE. ,
GATE VALVES
GATE VALVES SHALL BE CAST IRON BODY, NON-RISING STEM, FULL BRONZE
MOUNTED WITH DOUBLE DISC GATES. ALL VALVES SHALL BE DESIGNED FOR A
MINIMUM WATER OPERATING PRESSURE OF TWO HUNDRED (200) POUNDS PER '
SQUARE INCH AND SHALL CONFORM TO AWWA SPECIFICATIONS C-500-71 AND ANY
SUBSEQUENT MODIFICATION THEREOF. EACH VALVE SHALL 8E '0" RING TYPE,
PROVIDED WITH A STANDARD SQUARE OPERATING NUT, AND SHALL OPEN BY ,
TURNING COUNTER CLOCKWISE (LEFT). THE VALVES SHALL BE IOWA LIST 14,
MUELLER A-2380, PACIFIC STATES, U.S. METROPOLITAN, KENNEDY. OR M &
H.
VALVES AND VALVE CHAMBERS
VALVE INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 75 OF THE
STANDARD SPECIFICATIONS EXCEPT AS MODIFIED HE,IEIN.
GATE VALVES (8") SHALL INCLUDE 8" X 24" CAST IRON GATE VALVE BOX AND '
EXTENSIONS, AS REQUIRED. GATE VALVES (12") SHALL INCLUDE A VALVE
CHAMBER. '
THE 12" O.S. & Y. GATE VALVE ASSEMBLY SHALL INCLUDE O.S. & Y. GATE
VALVE (FL X FL), 1" BYPASS VALVE ASSEMBLY AND A PRECAST CONCRETE
VAULT. THE CITY OF RENTON'S "STANDARD DETAIL FOR VALVE CHAMBER" IS '
ALSO ROUND IN THESE SPECIFICATIONS. VALVE CHAMBER MUST BE MODIFIED
TO ACCOMMODATE ADDITIONAL CLEARANCES REWIRED FOR RISING-STEM AND
HANDWHEEL. '
VALVE CHAMBERS SHALL BE IN ACCORDANCE WITH SECTION 76 OF THE STANDARD
SPECIFICATIONS EXCEPT AS MODIFIED BY DETAILS BOUND IN THESE '
SPECIFICATIONS.
15-4 ,
CITY OF RENTON MECHANICAL
' WEST HILL 1.4 MG RESERVOIR AUGUST 1984
' ALL VALVES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATION, DRAWINGS, AND/OR SPECIFICATIONS.
ALIGRMFNT AND ADJUSTMENTS SHALL BE VERIFIED AFTER INSTALLATION.
iPRIOR TO VALVE INSTALLATION, THE CONTRACTOR SHALL CLEAN AND TOUCH UP
ALL SURFACiS PREVIOUSLY PRIMED, MAKE VISUAL CHECK OF OPERATING PARTS
' FOR PROPER AND SATISFACTORY OPERATION, AND CLEAN AND REMOVE ALL
FOREIGN MATTER FROM THE VALVE.
' ALL VALVES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS AND AS SHOWN ON THE DRAWINGS. BURIED
VALVES SHALL HAVE ALL "=RATORS OR VALVE BOXES INSTALLED SO THAT THE
WRENCHES OR OPERATORS - =ORM FREELY AND WITHOUT BINDING OR OTHER
INTERFERENCE. BURIED VALVEI SHALL BE BEDDED AND BACKFILLED ACCORDING
TO THE REQUIREMENTS OF THE PIPE TO WHICH THEY ARE ATTACHED. CONCRETE
SUPPORTS FOR OPERATORS WHERE REQUIRED SHALL BE AS SHOWN ON RENTON
STANDARD DETAILS.
RECTANGULAR VAULT
PROVIDE ONE (1) CONCRETE VAULT FOR 12-INCH GATE VALVE, 1-1/2"
CORPORATION STOP PIPE TAP, TELEMETRY TRANSDUCER, AND PRESSURE GAUGE.
VAULT SHALL BE A RENTON CONCRETE PRODUCTS VAULT 476641 OR EQUAL. THE
VAULT SHALL BE A SUBSTITUTION FOR THE CITY'S 12-INCH GATE VALVE
STANDARD DETAIL VAULT. VAULT COVER SHALL BE PROVIDED EQUAL TO A
RENTON CONCRETE PRODUCTS 076558B. STEEL PLATE DOOR SHALL BE PROVIDED
EQUAL TO A BILCO 02-JAL, CENTERED ON COVER AND H2O LOAD RATED. FIVE
(5) LADDER RUNGS SHALL BE PROVIDED AS SHOWN ON PLANS. VAULT SHALL BE
LOCATED AS SHOWN ON PLANS.
IS,3 WATER SERVICE ASSEMBLY
1) PROVIDE ONE (1) 1 1/2" CORPORATION STOP MAIN TAP AT 12" WATER MAIN
AS SHOWN, TAP SHALL BE LOCATED AT PPE SPRINGLINE.
' 2) PROVIDE 1 1/2" GI PIPE COMPLETE WITH FITTINGS FOR INSTALLATION AS
SHOWN ON PLANS.
3) PROVIDE ONE (1) 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER EQUAL
TO A NEPTUNE MODEL 575. INSTALL BACKFLOW PREVENTER ON 1-1/2" GI
PI°E IN VAULT AS SHOWN ON DRIWINGS COMPLETE WITH FITTINGS.
4) PROVIDE ONE (1) 1 1/2" CITY STANDARL WATER METER. METER SHALL BE
LOCATED PRIOR TO ANY WATER OUTLETS IN HANDHOLE AS SHOWN IN PLANS.
5) PROVIDE ONE (1) 1 1/2" GI STU13OUT WITH GATE VALVE AND CAP. STUBOUT
SHALL BE LOCATED PRIOR TO SPRINKLER CONTROL VALVES, IN HANDHOLE AS
' SHOWN IN PLANS.
' 15-5
CITY OF RENTON MECHANICAL 1
WEST HILL 1.4 MG RESERVOIR AUGUST 1984 ,
6) PROVIDE AUTOMATIC IRRIGATION SYSTEM AS SPECIFIED IN CHAPTER 13.
15.4 CATHODIC PROTECTION ASSEMBLY
TANK ROOF PORTS, TANK TAPS, AND CONDUIT WITH PULL CORDS SHALL BE
PROVIDED SUCH 114AT A CR-HODIC PROTECTION SYSTEM CAN BE INSTALLED IN
THE FUTURE BY OTHERS. ,
1) TEN (10) ROOF PORTS SHALL BE PROVIDED AS SHOWN ON PLANS. ROOF
PORTS SHALL BE 4" DIAMETER FLANGED STEEL PIPE WELDED WATER TIG;IT
TO THE TANK ROOF. STEEL PLATE SHALL MATCH THE OUTSIDE DIAMETER OF ,
THE FLANGE AND SHALL BE BOLTED TO THE FLANGE. NEOPRc•_ GASKET
MATERIALS SHALL BE PROVIDED BETWEEN THE PLATE AND FLANGE.
2) 1" PVC CONDUIT WITH PULLCORDS SHALL BE PROVIDED BETWEEN ALL PORT-
AND JUNCTION BOX AS SHOWN ON PLANS, CONDUIT SHALL BE ANCHORED BY A
CORROSION RESISTANT STEEL STRAP WHICH SHALL BE WELDED TO A STEEL ■
PLATE WHICH SHALL BE WELDED TO THE TANK ROOF. AS SHOWN IN PLANS, j
ALL ENDS OF CONDUIT SHALL BE CAPPED. CONDUIT SHALL BE PROVIDED
BETWEEN THE JUNCTION BOX ON THE UPPER L'NCING ANO THE JUNCTION BOX
AT THE VENT.
3) PROVIDE ONE PULLCORD IN THE CCONDUI- 4i NG FROM THE POWER AND
TELEMETRY ENCLOSURE TO THE UPPER LANY '
4) PROVIDE 3/4" GI CONDUIT FROM THE POWER AND TELEMETRY ENCLOSURE TO
A TANK RAOUIS OF 25 FEET AND EXTEND TO OPPOSITE SIDE OF TANK AS ,
SHOWN IN PLANS. CONDUIT SHALL BE PLACED IN PAVEMENT AND SHALL
HAVE CAPPED STUPBOUTS LOCATED DIRECTLY BELOW REFERENCE ELECTRODE
TAPS. STUBBOUTS SHALL EXTEND 2" ABOVE PAVEMENT. PULLCORDS SHALL
BE PROVIDED IN CONDUIT BETWEEN STUBBOUTS AND POWER AND TELEMETRY '
ENCLOSURE. PROVIDE ALL NECESSARY FITINGS FOR COMPLETE
INSTALLATION.
5) PROVIDE TWO (21 PLUGGED TAPS FOR FUTURE REFERENCE ELECTRODES. TAP
SHALL BE MADE THROUGH A A-131-8 1/4" STEEL PLATE WHICH SHALL BE
WELDED TO THE TANK SHELL. LOCATION SMALL BE IDENTIFIED IN FIELD. ,
TAPS SHALL BE PLUGGED WITH A SCREW IN STEEL PLUG TO BE REMOVED IN
FUTURE. TAPPING AND PLUGGING SHAL BE PROVIDED PRIOR TO TANK
PAINTING. TAPPING SHALL BE COMPATABLE WITH THE THREADS OF THE
REFERENCE ELECTRODES. '
15.5 PIPE TESTING ,
ALL PIPING, BOTH GRAVITY AND PRESSURE PIPELINES, SHALL 'E SUBJECT TO
ACCEPTANCE TESTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ,
UTILITIES, LABOR, AND FACILITIES FOR TESTING AND SHALL DISPOSE OF ALL
WASTE, INCLUDING WATER,
15-6 '
CITY OF RENTON MECHANICAL
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
' ALL PIPING, INCLUDING VALVES, FITTINGS, ETC., SHALL BE PRESSURE
TESTED PRIOR BACKFILL OR CONNECTION TO EQUIPMENT SUCH AS PUMPS.
FOR BURIED PIPING, PERFORM TEST ON NO MORE THAN 300-FOOT SECTIONS. ON
' EXPOSED PIPE NO MORE THAN 100-FOOT SECTIONS. PIPE AND FITTINGS
BURIED UNDER THE CONCRETE SLAB SHALL B. TESTED PRIOR TO CONCRETE
PLACEMENT.
' PRIOR TO THE ACCEPTANCE OF THE WORK, ALL PRESSURE PIPELINES SHALL BE
SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF THE MAXIMUM EvOECTED
PRESSURE FOR 15 MINUTES AT THE HIGH POINT IN THE LINE. ANY L.6KS OR
IMPERFECTIONS DEVELOPED UNDER SAID PRESSURE WILL BE REFJ:DIED BY THE
CONTRACTOR BEFORE FINAL ACCEPTANCE OF THE WORK. NO AIR WILL BE
ALLOWEu iV THE LINES. THE MAIMS SHALL BE TESTED BETWEEN VALVES
' INSOFAR AS POSSIBLE, NO HYDROSTATIC, PRESSURE SHALL BE PLACED AGAINST
THE OPPOSITE SIDE OF THE VALVE BEING TESTED. TEST PRESSURE SHALL BE
MAINTAINED WHILE THE ENTIRE INSTALLAT' IS BEING INSPECTED. THE
CONTRACTOR SHALL PROVIDE ALL NECESSARY cQUIPMENT AND SHALL PERFORM
ALL WORK CONNECTED WITH THE TEST. TESTS SHALL BE MADE PFTER ALL
CONNECTIONS HAVE BEEN MADE. THIS IS TO INCLUDE ANY AND ALL
CONNECTION SHOWN ON THE PLANS. INSOFAR AS IS PRACTICAL, TESTS WILL
BE MADE WITH PIPE JOINTS, FITTINGS, AND VALVES EXPOSED FOR
INSPECTION, FOR APPROVAL, PRESSURES SHALL NOT DROP MORE THAN 1O PSI
1N 15 MINUTES. THE CONTRACTOR SHALL PERFORM THE TESTS TO INSURE THAT
t THE EQUIPMENT TO BE USED FOR THE TEST IS ADEQUATE AND IN GOOD
OPERATING CONDITION AND THE AIR IN THE LINE HAS BEEN RELEASED BEFORE
REOUESTING THE ENGINEER TO WITNESS THE TEST. THE ENGINEER SHALL
t WITNESS THE TEST; IF THE TEST DOES NOT PASS INSPECTION FCP ANY
REASON, ADDITIONAL TRIPS REQUIRED TO WITNESS ANOTHER TEST SHALL BE
DOME AT THE CONTRACTOR'S EXPENSE.
15.6 STERILIZATION
STERILIZATION SHALL CONFORM TO ANNA C601-81 AND ANNA D105-80.
' 15-7
CITY OF RENTON ELECTRICAL
' WEST HILL 1.4 MG RESERVOIR AI)UW 1984
16.0
ELECTRICAL
16.1 GENERAL
SCOPE
' MATERIAL AND EQUIPMENT DESCRIBED IN THE FOLLOWING SHALL BE USED ON
THIS PROJECT. ITEMS NOT COVERED SHALL RE PURPOSE MADE FOR THEIR
PARTICOLAR APPLICATION. ALL PORK AND MATERIALS SHALL RF IN
' CONFORMANCE WITH THE N.E.C.
LOCAL CONDITION
THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORK, AS
WELL. AS THE LOCAL CONDITION UNDER WHICH THE WORK 1S TO BE PERFORMED.
TO THE EXTENT PDSSIBLE, HE SHALL ASCERTAIN ALL FACTORS WHICH WILL
AFFECT HIS OPERATION AND SUCCESSFUL COMPLETION OF THE WORK *,THIN THE
SPECIFIED T'4i.
PERMITS AND INSPECTIONS
e ALL PERM;TS, LIC:NSES. FEES, INSPECTIONS. APPROVALS, AND OTHER
ARRANGEMENTS NECESSARY TO PERFORM THE ELECTRICAL WORK SHALL BE
OBTAINED BY THE CONTRACTOR. ALL COST OF SUCH ARRANGEMENTS SHALL BE
' INCLUDED IN THE 010.
NINOR DEVIATIONS
ELECTRICAL PLANS ARE DIAGRAMMATIC 'N NATURE AND LOCATION OF DEVICES,
FIXTURES, AND EQUI%MENT IS APPROXI14ATE UNLESS DIMENSIONED. ON THE
BASIS OF THIS, THE RIGHT IS RESERVED TO PROVIDE FOR MINOR ADJUSTMENTS
AND DEVIATIONS FROM THE APPARFNT LOCATIONS SHOWN ON THE DRAWING
WITHOUT ANY EXTRA COST, PROVIDING THIS IS DONE PRIOR TO ROUGH-IN.
' DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS REQUIRED BY CODE
SHALL ALSO BE DONE, SUBSECUENT TO THE ARCHITECT'S APPROVAL, WITHOUT
ANY EXTRA COST TO THE OWNER.
16-1
CITY OF RENTON ELECTRICAL 1
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
TENT+"Y LIGHT AND 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 REWIRED FOR THE ,
CONSTRUCTION, AND INCLUDE THE COST OF FURNISHING BOTH THE
INSTALLATION AND THE POWER USAGE IN HIS BID.
SHOP DRAWINGS ,
THE CONTRACTOR SHALL SUBMIT :OR APPROVAL SHOP DRAWINGS, CATALOG CUTS, '
DIAGRAMMATIC DRAWINGS, AND ELEMENTARY 'ONTROL 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. SAFETY SWITCHES
3. LIGHTING FIXTURES
4, WIRING DEVICES
S. CONVENIENCE OUTLETS
6. AIRCRAFT BEACON (IF REQUIRED)
DISCOIDIECTS ,
DISCONNECTS OF PROPER RATING SHALL BE PROVIDED IN ALL CASES WHERE ,
SHOWN AND ADDITIONAL DISCONNECTS SHALL BE PROVIDED IF REQUIRED BY
CODE. ENCLOSURES SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE THEY
ARF INSTALLED.
OVERCURRENT DEVICES
OVERCURRENT DEVICES SHALL BE MOLDED CASE CIRCUIT BREAKERS AS SHOWN ON '
THE PLANS. DEVICES SHALL HAVE RATINGS AS SHOWN, EXCEPT WHERE CHANGES
IN REQUIREMENT MAKES IT NECESSARY TO PROVIDE RATINGS BETTER SUITED '
FOR THE LOAD.
CONDUIT AND FITTINGS
RIGID OR GALVANIZED CO'lOUIT SHALL BE USED THROUGHOUT, EXCEPT IN AREAS
WHERE OTHER MATERIAL MAY BE USED AS INDICATED.
I. PVC SCHEDULE 40 CONDUIT MAY BE USED OUTSIDE IN CONTACT WITH EARTH,
PROVIDING AN EXTRA GROUNDING CONDUCTOR OF °ROPER SIZE IS ADDED. ,
t
16-2 '
CITY OF RENTON ELECTRICAL
WEST HILL 1.4 MG RESERVOIR AUGUST 19R4
2. RIGID GALVANIZED CONDUIT INSTALLED IN EARTH SHALL BE COATED WITH
BITUMINOUS ASPHALT SUBSEQUENT TO ASSEMBLY. RIGID GALVANIZED
CONDUIT SHALL BE INSTALLED IN THE ALIGNMENT BETWEEN THE FOUNDATION
' AND PAVEMENT ADJACENT TO THE TANK.
3. ALUMINUM CONDU?T SHALL NOT BE USED ON THIS PROJECT.
' 4. USE THREADED FITTINGS FOR ALL RIGID AND INTERMEDIATE CONDUIT.
' OUTLET
OUTLET SHALL BE OUTDOOR RATED.
WIRE AND CABLES
rONLY COPPER WIRES SHALL BE USED. NO. B AWG AND LARGER CONDUCTORS
SHALL HAVE THW 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.
WIRING DEVICES.
SPECIFICATION GRADE DEVICES SHALL BE USED THROUGHOUT THE PROJECT.
' SPECIAL DEVICES SHALL BE FURNISHED WHERE THE EQUIPMENT REQUIRES OTHER
THAN STANDARD DEVICES.
GROUNDING
SERVICE AND EQUIPMENT GROUNDING SHALL BE PFR ARTICLE 250 OF THE
' NATIONAL ELECTRICAL CODE. THE CONTRACTOR SHALL VERIFY THAT A LOW
RESISTANCE GROUND PATH 1S PROVIDED FOR ALL CIRCUITS 50 THAT AN
ACCIDEN'AL CONTACT TO GROUND OF ANY LIVE CONDUCTOR WILL INSTANTLY
TRIP THE CIRCUIT.
' 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.
16-3
CITY OF RENTON ELECTRICAL '
WEST HILL 1.4 MO RESERVOIR AUGUST 1984 ,
LIGHTING FIXTURES ,
INTERIOR FLOOD
PROVIDE ONE (1) INTERIOR FLOOD LIGHT EQUAL TO A 1000 WATT WIDELIGHT
ILES-1000-OT-LB WITH REMOTE BALLAST 1000-ROS-120. ALL ELECTRICAL
CONNECTIONS SHALL BE WATER TIGHT. ONE (1) STAINLESS STEEL SAFETY ,
CHAIN SHALL BE PROVIDED AT A LENGTH WHICH WILL PRECLUDE FT"T"DE FROM
TOUCHING THE WATER. THE FIXTURE SHALL BE SUSPENDED BY A h, ,' FROM A
BRACKET WELDED TO THE TANK ROOF AS SHOWN ON THE PLANS. NO HOES
SHALL 9E DRILLED THROUGH THE TANK ROOF. ALL WELDED BRACKETS SHALL BE 1
INSTALLED PRIOR TO PAINTING. CONDUIT BETWEEN THE JUNCTION BOX AND
THE LAMP SHALL BE WATER TIGHT AND FLEXIBLE TO ALLOW LAMP TO BE
UNHOOKED AND SERVICED FROM THE LADDER. THE BALLAST SHALL BE MOUNTED
ON THE UPPER PLATFORM RAIL POST AS SHOWN.
EXTERIOR RESERVOIR LIGHTS '
PROVIDE EIGHT (8) RESERVOIR SHROUD, LANDING, AND STAIR LIGHTS EQUAL
TO AN 18 WATT LOW PRESSURE SODIUM, VOIGT MODEL NO. 0-64-120. SH-OUD
LIGHT SHALL BE BOLTED TO THE UNDERSIDE OF THE SLOPED SHROUD AS SHOWN
ON THE. PLANS. POST MOUNTED STAIR AND LANDING LIGHTS SHALL BE MOUNTED
WITH TWO U-BOLTS BOLTED fG THE INSIDE OF THE FIXTURE AS SHOWN ON THE
PLANS. ALL CONDUIT CONNECTIONS SHALL BE WATER TIGHT.
INTERIOR ENCLOSURE LIGHTING I
PROVIDE ONE (1) FOUR (4) FOOT LONG FLUORESCENT LIGHT WITH EYE SHIELD.
THE LIGHT FIXTURE 04ALL BE MOUNTED TOWARD THE FRONT OF THE STEEL '
ENCLOSURE AS SHOWN ON THE PLANS. THE LIGHT SHALL BE SEPARATELY
SWITCHED.
AUTOMATIC SPRINKLER TIMER AND SOLENOID VALVE 1
PROVIDE ONE (1) ELECTRICAL TIMER IN THE POWER AND TELEMETRY ENCLOSER
WHICH SHALL ACTUATE THE SOLENOID VALVE LOCATED IN THE HAND-HOLE. THE
TIMER SHALL OPERATE ON A DAILY AND/OR WEEKLY CYCLE WITH AN ACTUATED
DURATION WHICH CAN BE SET TO THE NEAREST FIFTEEN (15) MINUTES.
NUMBER 14 AWG WIRING SHALL BE PROVIDED BETWEEN THE TIMER AND SOLENOID
VALVE. A SOLENOID VALVE RATED FOR 60 PSI AND SUITABLE FOR ONE (1)
INCH DIAMETER PIPE SHALL BE INSTALLED WITH A GAT° VALVE BYPASS, AS ,
SHOWN ON THE PLANS.
16-4 ,
CITY OF RENTON ELECTRICAL
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
AIRCRAFT WARNING BEACON
LIGHTING SHALL BE PROVIDED TO CONFORM WITH FAA REGULATIONS. THE
' CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE FAA
REQUIREMENTS FOR THE PROJECT. A COFY OF THE FAA REVIEW MAY BE
OBTAINED AT CITY HALL.
GENERAL WORKMANSHIP
INSTALLATION OF THE VARIOUS COMPONENTS OF THE ELECTRICAL WORK SHALL
BE 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.
' CUTTING, PATCHING, AND PIERCIPG
1. OBTAIN WRITTEN PERMISSION OF THE ENGINEER BEFORE CUTTING OR
PIERCING STRUCTURAL MEMBERS.
2. USE CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES FOR CUTTING,
' FITTING, REPAIRING, PATCHING OF PLASTFR, AND FINISHING OF
MATERIALS, INCLUDING CARPENTRY WORK, METAL WORK, OR CONCRETE WORK
REQUIRED FOR THIS WORK. DO NOT WEAKEN STRUCTURAL MEMBERS WITH
' CUTTING. HOLES REQUIRED TO BE CUT IN FLOORS MUST RE DRILLED
WITHOUT EXCESSIVE BREAKING OUT AROUND THE HOLES.
3. USE CARE IN PIERCING AND WATERPROOFING. AFTER PIERCING AND, THE
WATERPROOFING HAS BEEN SET IN PLACE, SEAL OPENING, AND MAKE
ABSOLUTELY WATERTIGHT.
WEATHER PROTECTION
ALL ENCLOSURES SHALL BE NEMA 4 RATED AS SHOWN ON THE DRAWINGS.
PROTECTIVE FINISHES
1. DREPARE ALL EXPOSED FITTINGS, BOXES, SUPPORTS, PANELBOARDS, ETC.,
FOR PAINTING BY REMOVING ALL OIL, GREASE, AND GIRT.
2. TAKE CARE NOT TO SCRATCH OR DEFACE FACTORY FINISH ON ELFCTRICAL
APPARATUS AND DEVICES.
3. PROVIDE HOT-DIP GALVANIZED COMPONENTS FOR FERROUS MATERIALS
EXPOSED TO THE WEATHER.
' i
CITY OF RENTON ELEC.TRIC4L ,
PEST HILL 1.4 MG RESERVOIR AUGUST 1984 '
4. PROVIDE BITUMINOUS ASPHALTIC COATING FOR ALL FERROUS CONDUIT '
INSTALLED DIRECTLY IN EARTH. APPLY TWO (2) COATS AFTER COMPLETELY
ASSEMBLED.
S. CONDUIT WITH FACTORY-APPLIED PROTECTIVE COATING MAY BE CONSIDERED
IN LIEU OF ASPHALT, PROVIDING SUITABLE TOUCH-UP MATERIALS ARE USED
FOR FINAL SEALING OF COUPLINGS AND INJURIES T2 THE FACTORY-APPLIFO ,
COAT.
TESTING ,
1. TEST ALL CIRCUITS FOR CONTINUITY, FREEDOM FROM GROUND, AND PROPER
OPERATION DURING PROGESS OF WORK. '
2. TEST ALL SYSTEMS AS THEY ARE COMPLETED AS PER REQUIREMENTS.
3. CONDUCT SPECIAL TESTS AS REQUIRED FOR SERVICE AND/OR SYSTEM ,
GROUND.
CLEAN-UP AND COMMISSIONING
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 INSTALLATION BECOMES READY FOR USE, THE SEGMENTS ,
SHALL BE COMMISSIONED AND USED FOR CONVENIENCE DURING
;ONSTRUCTION.
FINAL TEST
1. F14AL TEST SHALL BE CONDUCTED IN THE PRESENCE OF THE OWNER =/OR '
HIS AUTHORIZEC REPRESENTATIVE.
2. PRIOR TO THE TEST, THE CONTRACTOR SHALL HAVE SATISFIED HIMSELF
THAT THE PROJECT AREA IS PROPERLY CLEANED UP, ALL PATCH ' AND
PAINTING DEEMED NECESSA^Y PROPERLY DONE. AND ALL .EMS,
EQUIPMENT, AND CONTROLS ARE FUNCTIONING AS INTENDED,
3. THE CONTRACTOR SHALL RUN ALL TESTS AND FURNISH ALL TESTING
INSTP"MENTS REQUIRED TO DEMONSTRATE SATISFACTORY OPERATION OF
SYSTEMS, EOUIPMEHT, AND CONTROLS.
t
16-6 '
CITY OF RENTON ELECTRICAL
' WEST HILL 1.4 MG RESERVOIR Ab:P!ST 1984
CORRECTIONS
1. AFTER THE CONCLUSION OF THE FINAL TEST, THE CONTRACTOR WILL
' RECEIVE A WRITTEN NOTICE REQUIRING REPLACEMENT, ADJUSTMENT, OR
REPAIR OF SYSTEMS, EQUIPMENT, AND CONTROLS WHICH DO NOT 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.
WIIIRlMTT
1. UNLESS OTYERWISE STATED, THE WARRANTY STARTS ON THE DATE WRITTEN
NOTICE IS GIVEN THAT THE PROJECT IS COMPLETE AND ALL REQUIRED
CORRECTIONS HAVE BEEN MADE.
1
t
' 16-7
CITY OF PENTON TELEMETRY
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
17.
TELEMETRY EQ111 PMENT. CONDUIT AND CABLES
17.0 GENERAL
SCOPE
THIS SECTION INCLUDES THE WORK NECESSARY TO INSTALL A FUNCTIONAL
TELEMETRY LINK BETWEEN T.4E RESERVOIR CONSTRUCTED THIS CONTRACT AND
THE WEST HILL PUMP STATION CONSTRUCTED BY OTHERS CONCURRENT WITH THIS
CONTRACT, AND A RESERVOIR LEVEL TRANSDUCER AND ALTITUDE GAUGE. THE
TELEMETRY LINK COATRACTOR WILL BE REQUIRED TO INTERFACE WITH TWO
SEPARATE CONTRACTS AND CONTRACTORS.
1. WEST HILL PUMP STATION - THIS CONTRACTOR IS PROVIDING, INSTALLING
AND TESTING THE AUTOMATIC CONTROL EQU:�MENT IN THE PUMP STATION
AND AT THE RESERVOIR (EXCEPT THE LEVEL TRANSDUCER SPECIFIED
HEREIN). THE RESERVOIR CONTRACTOR SHALL BE RESPONSIBLE FOR A
VANDAL PROOF ENCLUSURE (NOTED AS "POWER AND TELEMETRY ENCLOSURE"
ON PLANS) AT THE RESERVOIR TO HOUSE THE AUTOMATIC CONTROL
EQUIPMENT, 120 VAC POWER SUPPLY FOR THE AUTOMATIC CONTROL
EQUIPMENT, AND TERMINATING THE TELEMETRY CABLE PROVIDED THIS
CONTRACT AT THE AUTOMATIC CONTROL EQUIPMENT AT THE PUMP STATION
AND AT THE RESERVOIR.
2. WEST HILL PIPELINE - THIS CONTRACTOR IS PROVIDING 3-INCH PVC
CONDUIT AND PULL BOXES ALONG THE ALIGNMENT OF THE WEST HILL
TRANSMISSION vIPELINE FROM THE WEST HILL PUMP STATION TO THE
PIPELINE TERMINATION ADJACENT- TO THE RESERVOIR, FOR THE FUTURE
INSTALLATION OF TELEMETRY CABLE (THIS CONTRACT), FULL BOXES FOR
CALLE ROUTING ARE LOCATED EVERY 250 FEET AND ALL CONUIT IS
EQUIPPED WITH PULL CABLE. THE RESERVOIR CONTRACTOR SHALL BE
RESPONSIBLE FOR EXTENDING THE CONDUIT FROM THE TERMINATION POINT
ADJACENT TO THE RESERVOIR TO THE TELEMETRY BOX INSIDE THE VANDAL
PROOF ENCLOSURE, AND INSTALLING TELEMETRY CABLE ALONG THE ENTIRE
ALIGNMENT FROM THE RESERVOIR TO THE WEST HILL PUMP STATION.
' AT THE COMPLETION OF THIS CONTRACT THERE SHALL BE AN OPERATIONAL
UNDERGROUND TELEMETRY LINK FROM THE RESERVOIR TO THE PUMP STATION.
CONDUIT
BURIED TELEMETRY CONDUIT SHALL BE SOLVENT WELD TYPE, CONFORMING TO
ALL APPLICABLE REQUIREMENTS OF THE NEC FOR BURIED CONDUIT. MINIMUM
DEPTH OF BURY SHALL BE 18 INCHES. INSTALL PULL PDXES AS SHOWN ON THE
17-1
CITY OF RENTON TELEMETRY
WEST HILL 1.4 MG RESERVOIR AUGUST 1984 ,
PLANS. SNAKE CONDUIT ON THE TRENCH BOTTOM TO ALLOW FOR EARTH
SETTLING. MINIMUM BURIED CONDUIT SIZE SMALL BE 3 INCHES. VERTICAL
RUNS TO EQUIPMENT BOXES MAY BE I INCH RIGID GALVANIZED CONDUIT.
TELEMETRY CABLE '
TELEMETRY CABLE TO BE INSTALLED FROM THE RESERVOIR TO THE PUMP ,
STATION SHALL BE NO. 16 AWG, TYPE TC, 3 PAIR (SIX CONDUCTORS TOTAL).
THE RUN FROM THE RESERVOIR TO THE PUMP STATION SHALL BE UNSPLICED IF
POSSI3LE. UNDERGROUND SPLICES, WHERE NECESSARY, SHALL BE IN THE PULL
BOXES AND SHALL BE SEALED AND EMBEDDED IN AN EPOZY RESIN POUCH. ALL ,
CONDUIT RUNS SHALL INCLUDE PULL CORD FOR THE FUTURE INSTALLATION OF
ADDITIONAL CABLE. 1 CONDUCTOR PAIR WILL BE USED THIS CONTRACT AND
THE TWO ADDITIONAL PAIR SHALL BE SPARES. DO NOT SHORT-CUT THE SPARE ,
LEADS. FINAL CONNECTION TO AUTOMATIC CONTROL EQUIPMENT WILL BE BY
O-HERS. KEEP ALL CONDUCTORS WITHIN THE ALLOWABLE TENSION LIMITS
DURING INSTALLATION. LUBRICANTS FOR WIRE PULLING, IF USED, SHALL BE ,
APPROVED FOR THE INSULATION AND RACEWAY MATERIAL. OBSERVE CABLE
MANUFACTURER'S AND INDUSTRY STANDARD CABLE BENDING RADIUS
RECOMMENDATIONS.
RESERVOIR LEVEL TRANSDUCERS
THE RESERVOIR LEVEL TRANSDUCER SHALL BE A GOULD MODEL '
PG-300-500-46-12-XX - XX-13 STRAIN GAUGE LEVEL (PRESSURE) TRANSDUCER
OR EQUAL. IT SHALL BE AN ALL SOLID STATE, WHEATSTONE BRIDGE ON A ,
SILICON CHIP, METAL ENCLOSED WITH A 4-20 MA. OUTPUT. ALL WETTED
PARTS SHALL BE STAINLESS STEEL. TOTAL ERROR BAND SHALL NOT EXCEED
PLUS OR MINUS 0.25% OVER A TEMPERATURE RANGE OF ZERO DEGREES TO 80 '
DEGREES CELSIUS. THE TRANSDUCER SHALL BE HERMETICALLY SEALED TO
WITHSTAND SUBMERGENCE OF AN OPERATING ENVIRONMENT OF 100% HUMIDITY
FOR AN INDEFINITE PERIOD OF TIME. VOLTAGE INPUT SHALL BE 9 TO 20 VDC
WITHOUT ANY SHIFT IN OUTPUT, AND SHALL BE ELECTRICALLY PROTECTED FROM
VOLTAGE TRANSIENTS TO 500 AMPERE PULSES. THE TRANSDUCER SHALL BE
EQUIPPED WITH BLEED VALVES TO REMOVE AIR BUBBLES FROM THE DIAPHRAGM
AREA. PROVIDE WITH 150 FEET OF SUBMERGENCE PROOF CABLE FOR '
CONNECTION TO THE TELEMETRY BOX. CONNECTION WILL BE BY OTHERS,
ROUTING WILL BE THIS CONTRACT.
THE TRANSDUCER SHALL BE INSTALLED ON THE RESERVOIR INLET/OUTLET PIPE '
INSIDE THE GATE VALVE VAULT ON THE RESERVOIR SIDE OF THE VALVE AS
SHOWN OM THE PLANS. THE CONTRACTOR SHALL PROVIDE A CONDUIT CONECTION
TO THE TELEMETRY BOX AND SHALL PULL THE TRANSDUCER CABLE TO THE '
TELEMETRY BOX FOR FINAL CONNECTION BY OTHERS. TESTING AND
CALIBRATION SHALL BE BY OTHERS BUT WILL NOT RELIEVE THE RESERVOIR
CONTRACTOR FROM TRANSDUCER OPERATION RESONSIBILITY, AND GUARANTEE. '
THE TRANSDUCER SHALL BE SUITABLE FOR MEASURING LEVEL IN A 113 FOOT
HIGH WATER TANK.
17-2
CITY OF RENTON TELEMETRY
' WEST HILL 1.4 MG RESERVOIR AUGUST 1984
' PRESSURE GAUGE
PROVIDE ONE (1) PRESSURE GAUGE FOR MOUNTING ADJACENT TO THE
i TRANSDUCER TAP AT THE SPRINGLIKE OF THE PIPE INSIDE THE 12 INCH GATE
VALVE VAULT AS SHOWN. THE GAUGE SHALL BE SUITABLE FOR INDICATING THE
PRESSURE IN A POTABLE WATER PIPE. THE GAUGE SHALL BE EQUAL TO 3D
INSTRUMENTS MODEL 2550422851 INDUSTRIAL PROCESS GAUGE. THE GAUGE
SHALL HAVE A 1/4-INCH NPT BOTTOM-MOUNT FITTING WITH A 4-1/2-INCH
DIAMETER DIAL FACE AND A SCALE INDICATING 0 TO 140 FEET OF WATER WITH
MAJOR. GRADUATIONS MARKED EVERY 20 FEET AND MINIMUM GRADUATIONS EVERY
FOOT. THE GAUGE SHALL BE PROVIDED WITH A PULSATION DAMPENER AND
GAUGE COCK AND SHALL BE MOUNTED VERTICALLY �S SHOWN.
1
17-3
CITY OF RENTON MEASUREMENT AND PAYMENT
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
' 18.0
MEASUREMENT AND PATIENT
' 1. 6ENENAI
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,
' IN PROPER OPERATING CONDITION, OF THE IMPROVEMENTS IDENTIFIED IN THESE
WRITTEN SPECIFICATIONS AND THE ACCOMPANYING CONTRACT DRAWINGS.
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 CONTRACTORS BID PRICE,
t2. 810 ITTM NO. 1 - MOBILTZATION/DEMDLTTTOM SITE PREPARATION AND CLEANUP
THE LUMP SUM PRICE 54OWN SHALL COVER THE COMPLETE COST OF FURN1S41NG,
INSTALLING AND TESTING, COMPLETE AND IN PLACE, ALL WORK AND MATERIALS
NECESSARY TO MOVE AND ORGANIZE EQUIPMENT AND PERSONNEL TO THE JOB SITE,
PROVIDE AND MAINTAIN ALL NECESSARY SUPPORT FACILITIES, OBTAIN ALL NECESSARY
PERMITS AND LICENSFS, PREPARE THE SITE FOR THE CONSTRUCTION OPERAT!ONS.
MAINTAIN THE SITE AND THE SURROUNDING AREAS DURING CONSTRUCTION, MOVE ALL
PERSONNEL AND EOUIPMENT OFF THE SITE AFTEP CONTRACT COMPLETION, AND
CLEAN-UP THE SITE PRIOR TO FINAL ACCEPTANCE. PAYMENT SHALL BE LUMP SUM,
' 3, BID ITEM 140. 2 - EARTHWORK
THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF ALL EXCAVATION,
REGARDLESS OF THE TYPE CHARACTER, NATURE OF CONDITION OF THE MATERIALS
ENCOUNTERED, TO THE LINES AND GRADES SHOWN. THE LUMP SUM COVERS ALL COSTS
OF FURNISHING, OPERATING AND MAINTAINING ALL C JIPMENT AND MATERIALS
NECESSARMITE TO,
RINGWALLY EXCAVATION,VATION, DRIVEWAYR THE EARTH EXCAVATION, COMPACTIONG AND GRADING ON THE SIE INCLUDiN , BUT NOT ;I PROVIDING
ROCK RETAINING WALL, TRENCH EXCAVATION, BACKFILL AND COMPACTION;
DEWATERING, SHORING,, SHEETING, BRACING OUST CONTROL AND ALL WORK DETAILED
IN THE CONTRACT PLANS FOR REMOVAL A BE MADE
OF EXCESSND IONS. 40 rEPARATE MPAYMENTLSHALL BE
LUMP SUM,
' 18-1
CITY OF RENTON MEASUREMENT AND PAYMENT
WEST HILL 1.4 MG RESERVOIR AUGUST 1994 ,
4. 810 ITEM NO. 3 - CRUSHED ROCK 8 GRAVEL
THE UNIT PRICE SHOWN SHALL BE FULL COMPENSATION FOR PROVIDING PEA GRAVEL,
CRUSHED ROCK SURFACING 5/8 INCH MINUS, OR LEVELING COURSE 1-1/4-INCH
MINUS, AS SHOWN ON THE CONTRACT PLANS. PAYMENT SHALL BE AT THE CONTRACT
PRICE PER TON, PLACEMENT, LEVELING AND COMPACTION OF CRUSHED ROCK AND
GRAVEL SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM,
S. BID ITEM 110. 4 - CLASS B STRUCTURAL BACKFILL t
THE UNIT PRICE SHOWN SHALL BE FULL COMPENSATION Fl1R PROVIDING, PLACING, '
COMPACTING, GRADING AND TESTING THE STRUCTURAL FILL FOR THE RESERVOIR AS
SHOWN ON THE CONTRACT PLANS AND DESCRIBED iN THE TECHNICAL SPECIFICATIONS.
PAYMENT SHALL BE AT THE CONTRACT PRICE PER TON. '
6. BID ITEM NO. 5 - CONCRETE FODWTION
THE UNIT PRICE SHOWN SHALL HE FULL COMPENSATION FOR PROVIDING ALL
MATERIALS, EOUIPENT, AND WORK FORCE TO CONSTRUCT THE CONCRETE RESERVOIR
FOUNDATION AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN THE TECHNICAL ,
SPECIFICATIONS. THE UNIT PRICE SHALL INCLUDE BUT NOT BE LIMITED TO ALL
COSTS OF CEMENT, WATER CONCRETE AGGREGATES, FORM DESIGN AND CONSTRUCTION.
REMOVAL OF FORMS, PLACING OF CONCRETE, COMPACTING, FINISHING, PROVIDING ,
REINFORCING STEEL AND ANCHOR BOLTS. NO SEPARATE PAYMENT WILL BE MADE FOR
DEWATERING, TESTING, DEVLIVERY PATCHING, PLACING OR SPLICING OF ANY
CONCRETE OR REINFORCING STEEL WORK, PAYMENT SHALL RE AT THE CONTRACT PRICE ,
PER CUBIC YARD.
7. BID ITEM NO. 6 - ASPHALT CONCRETE PAVEMENT '
THE PER SQUARE YARD PRICE SHOWN SMALL COVER THE COMPLETE COST OF FURNISHING
ALL MATERIALS AND EQUIPMENT, AND PERFORMING ALL WORK NECESSARY TO PROVIDE '
ASPHALT CONCRETE SURFACING AS SHOWN IN THE CONTRACT PLANS: AND AS DETAILED
IN THE TECHNICAL SPECIFICATIONS. THE UNIT PRICE SHOWN SHALL INCLUDE:
FINAL GRADING, RASE PREPARATION, TACK COAT, ROLLING, FINISHING. AND ALL ,
NECESSARY INCIDENTAL WORK, PAYMENT SHALL BE BASED ON PER SQUARE YARD OF
ASPHALT CONCRETE PAVEMENI INSTALLED.
8. 910 ITEM NO. 7 - STEEL RESERVOIR AND APPURTENANCES '
THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL '
MATERIALS. EQUIPMENT AND LABOR NECESSARY FOR CONSTRUCTING THE STEEL
RESERVOIR AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN THE CONTRACT
SPECIFICATIONS. THE LUMP SUM PRICE SHALL BE FULL COMPENSATION FOR ,
PROVIDING OILED SAND FOUNDATION MAT, STEEL RESERVOIR SHELL, GROUTING,
DISINFECTION, AND ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO: ACCESS
MANHOLFS, LADDERS. LANDINGS, ROOF VENT, ROOF HATCH, AND ALL OTHER WORK
NECESSARY. PAYMENT SHALL BE LUMP SUM. ,
18-?
1
ICITY OF RENTON MEASUREMENT AND PAYMENT
WEST HILL 1.4 MG RESERVOIR AUGUST 1984
9. BIU ITEM NO. 8 - FINISHES
THE LUMP SLIM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL
LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR COATING ALL SURFACES OF THE
FACILITY AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN SECTION 9.0 OF THE
TECHNICAL SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM.
10. BID ITEM 40. 9 - LANDSCAPING. FENCING A AUTOMATIC SPRINKLING SYSTEM
THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF FURNISHING ALL
LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR PROVIDING THE LANDSCAPING,
AUTOMATIC SPRINKILNG SYSTEM AND FENCING, AS SHOWN ON THE CONTRACT PLANS AND
DETAILED IN THE TECHNICAL SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM.
11. 910 ITEM NO. 10 --MECHANICAL
I THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL
LABOR, MATERIALS AND EQUIPMENT NECESSARY cOR THE MECHANICAL WORK SHOWN ON
THE CONTRACT PLANS AND DETAILED IN SFCTION 115.0 OF THE TECHNICAL
SPECIFICATIONS. PAYMENT SMALL BE LUMP SUM.
12. 810 ITEM M. 'i — ELECTRICAL
THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROV1004G ALL
LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE ELECTRICAL WORK SHOWN ON
THE CONTRACT PLANS AND DETAIIFD IN THE TECHNICAL SPECIFICATIONS. PAYMENT
SHALL BE LUMP SUM.
13. RID ITEM NO. 12 -_TELEMETRY EOUiPHENT, COMOUIT AOD CABLE
THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF FURNISHING ALL
TELEMETRY EQUIPMENT, CONDUIT AMP TELEMETRY CARLE AS SHOWN ON THE CONTRACT
PLANS AND AS DETAILED IN TECHNICAL SPECIFICATIONS. NO ADDOITIONAL PAYMENT
WILL BE MADE FOR FURNISHING AND 'INSTALLING THE TELEMETRY CABLE FROM THE
WEST HILL BOOSTER PUMP STATION TO THE RESERVOIR. PAYMENT SHALL BE LUMP
SUM.
1
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CONCRETL BLOCKING SIZING PROCEDURE
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DEPARTMENT OF PUBLIC WORKS Narvn. M.
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' WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
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' WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS =.wn
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[ I
THE CITY OF RENTON
NUNICPAL IRALOINO 200 WILL AVE SO. RENTON.WASH.9W%
BARBARA V. SHINPOCH, M!.yOR • MAXINE C.MOTOR.
09
c° CITY CLERK a (206) 235-2500
%9.�ED SEP'E1'1�
September 21, 1984
Mr. Bart Olson, President
R -liable Steel Fabricators
P.G. Box 9
Olympia, WA 98L07
Re Bid Award - Steel Reservoir at 9Dth Avenue S S. 126th
Dear Mr. Olson:
At .is regular meeting of September 17, 1984. the Renton City
Council accepted your overall low bid on the above-referenced
project in the amount of $536,713.10.
To enable preparation of the contract documents, please submit
an undated performance bond, insurance certificate, and proof
of City and State licenses to Project Engineer Ron Olson,
Engineering Department, 235-2631.
If you require further assistance in this matter, please feel free
to contact either the Project Engineer or Public Works Dirac;..,
Richard C. Houghton at 235-2569.
Sincerely,
CCY OF RENTON
Ma n J. Petersen
Deputy Clark
cc 004roject Engineer Ron Olson
OF kF •
u THE CITY OF RENTON
1 MUNICIPAL BUILDING 200 MILL A'IE SO. RENTON,WASK.990ss
p � R SARBARA Y. SHINPOCH, MAYtkt
9 a • MA::INE E.MOTOR.
e CITY CLERK a (2061 235-2500
rEo SEP1E0
September 21, 1984
Mr Robert W. Birdseye, President
Maltby Tank 6 Barge, Inc.
5500 South First
Everett, WA 98203
Re: Bid Award - Steel Reservoir at 80th Avenue S./S. 126th
Dear Mr. Birdseye:
At its regular meeting of September 17, 1"4 the Renton City Council
accepted the overall low bid submitted by Reliable Steel fabricators of
Olympia for the •eferenced project.
Thank you for your interest in this matter,
Sincerely,
"CIC CITY OF RENTON
J.t, !/ oel ete rsen
Deputy Clerk
cc: Project Engineer Ron Olson
OF RF
Igo
z THE CITY OF RENTON
MUNICIPAL BUILDING 200 MILL AVE.SC. RENTON.WASH.98M
nma
o ag 9ARBARA Y. SHINPOCH, MAYOR • MAXINE E.MOTOR,
y a.
P,lED SEP1E CITY CLERK a l206) 235-2500
�
September 21, 1984
Mr. B. V. Moore, Pres. lent
Chicago Bridge G Iron Company
1200 Westlake Avenue N.
Seattle, WA 98109
Re: Bid Award - Steel Re, 1101r at 80th Avenue S./S. 126th
Dear Mr. Moore:
At its regular meeting of September 17, 1984, the Renton City Council
accepted the overall low bid submitted by Reliable Steel Fabricators of
Olympia for the referen-ed project.
Thank you for your interest in this matter.
Sincerely,
CITY OF RE14TON
ti�lsas-...
Ma yn J. Petersen
Deputy Clerk
cc: Project Engineer Ron Olson
OF R'k • •
A.
THE CITY OF RENTON
MUNICIPAL BUILDING 2W MILL AVE SO RENTON.WASH.99066
s $ BARBARA Y. SHINPO^H, MAYOR MAXINE E.MOTOR,
9 b
19 P CITY CLERK 9 (206) 235-25W
♦rFO SEvtE
September 21, 1984
Mr. George E. Martin, Vice-President
Brown-Minneapolis Tank
Jefferson 400 Building, Suite 302
Spokane, WA 99204
Re: Bid Award - Steel Reservoir at 60th Avenue S./S. 126th
Dear Mr. Martin:
At its regular meeting of September 17, 1984, the Renton City Council
accepted the overall low bid submitted by Reliable Steel Fabricators of
Olympia for the referenced project.
Thank you for your interest in this matter.
Sincerely,
CITY OF RENTON
Ma yn J, Petersen
Deputy Clerk
cc: Project Engineer Ron Olson
NMI
pare
RELIABLE STEEL FABRICATORS, INC.
n.EWl111
OLYMPIA,WASHINGTON 98507-0009
. nsol mtuasrlu4E
September 2S, 1984
Mr. Ron Olsen, Project Engineer
City of Renton
Municipal Building
200 Mill Avenue South
Renton, WA 98055
Re: Steel Reservoir at 80th Avenue E S. 126th
Dear Mr. Olsen:
Enclosed are the following items you have reque,ted:
Contract Signature Sheet, Page 7 of
Performance Bond, undated
Certificate of Insurance
Affirmative Action Plan
Corporation Board meeting minutes authorizing signatures
City of Renton Business License
State Contractors License
Contact Sheet
Please furnish us two completed copies of the signed contract when available.
Sincerely,
RELIABLE STEEL FABRICATORS, INC.
.-.w
Bart Olson
Presi dent
BO:bf
Enc.
4
StMUCTILY a MNCELLANEOVS STEEL • TPVCN TAPIRS A BODIES • OIL-vT W TER- a a K"Ic TAR"
PLANT LOCATION. 1114 WES1 SAY DRIVE
OF RF
tiO OFFICE OF TH? CITY ATTORNEY• RENTON,WASHINGTON
ros+ar.p•a sac wo s a,••ne+ • �wro. ..�..cru a•u+ mr+•
F LAWRENCE I WARREN, urv• DANIEL KEL
e "�' I.00•C', .a�s•w.+ n+r.np•,ar
P DAVID M DEAN. .aasr.nr pr..rros,a.
rf0 styst ►[ARK E.BARBER, ua.ar.nr o+v.npr<.
ZANrTTA L fONTES, .srar.wr c...+riwrt+
September 26,1984 MARTHA A.FRENCH,soar.•r
TO: Roi. Olsen, Utility Engineer
FROM: Lawrence J. Warren, City Attorney
RE: Water Project No. W-489, West Hill 1.4 MG Reservoir
Dear Ron:
I have reviewed the above contract and find the same to be
in genera.ly acceptable farm. The Contract was left r.t my
Office at 1:3u P.M. on September 26, 1984 with the request
that it be reviewed on an urgent basis before the end of
the day so that the Mayor could sign the Contract today.
Because of the urgent nature of the request, the review
was hurried. I am very uneasy about reviewing a contract
for a project worth over $500,000.00 on a hurried basis.
I note that in the participation certificate, Schedule A
has not been completed. That Section details whether or
not the contractor intends to sublet a portion of the
project and whether or not the contractcr has contacted
minority enterprises relative to subcontracts. This
irregularity is partly mitigated by the contractor having
filled out Part B indicating minority contractors contacted.
It would still be best to have Part A completed.
The specifications require insurance for bodily injury in
the amount of $1,000,000.00. According to the certificate
of insurance provided the contractor has only $500,000.00
insurance coverage for bodily injury liability. There is
a $5,000,OOO.GO umbrella policy as required by the specifications.
The City should modify .its specifications for insurance, declare
the amount of insurance an immaterial irregularity in the bid,
or require the contractor to carry the Ansurance amounts
required by the specifications.
Lawrence JI arren
L.TW:nd
Encl.
cc: Mayor
OF RE.
,a 1�
Ei z PUBLIC WORKS DEPARTMENT
sIla DESIGN/UTILITY ENGINEERING 0 235.2631
MUNICIPAL 9UI1.04PIG M MILL AVE.EO. RENTON,WAEN 9a065
t
P
EC SEPtE
BARBARA Y, SHIIYPDCH
MAYOR
MEMORANDUM
gate: Septemoer 26, 1984
To: Larry Warren, City Attcrney
from: Ron Olsen, Utility Engineer
R=: Water Project No. W-489, West hill
1.4 NG Reservoir
Attached is the referenced document for your approval as
to legal form.
Thanks:
:jft
Attachment
of R4 •
t ►� z PUBLIC WORKS DEPARTMENT
z RICHARD C.HOUGHTON • DIRECTOR
O w MUNICIPAL BUILDING 200 W LL AVE.SO. RENTON,WASN.90M
P° 206 235 2569
rEo sevtE`o
BARL,ARA Y. SHINPOCH
MAYOR
September 21, 1984
Department of Social and Health Services
Water Supply and Waste Section
Mail Stop LO-II
Olympia, WA 98504
ATTENTION: Ms. Peggy Johnson, Water Specialist
SUBJECT: Project No. 383320501 - Contract No, 2600-36194
Start of Work Documentation
Gentlemen:
Pursuant to the terms of the above contract, Section F, we have enrlused the infor-
mation required
( 1) Competitive bidding was utilized on all of the funded items and the
resulting bid tabulation and notices to proceed are enclosed as
Enclosures A and B, respectively.
(2) through (6) Jo not apply.
(7) a. Items On Which Work Has Started: work has commenced on all projects
and two are co (W-665 and III
b. mple`e Cost of each item
c. Sales tax percentage
u. Total amount of Sales Tax
e. Total cost including Sales Tax
I. Relationship cf Items to items specified on Page 2 of Application
g. Name of business employed to do the work
FOR ALL OF THE ABOVE ITEMS, PLEASE SEE. TABLE I, ATTACHED
h. All items Were competitively bid
i. No additional transactions are anticipated, With the exception of
change orders on construction currently underway.
I trust that you will find the above listed items in order as requested. If you
have any questions or require additional information, please call me.
Vary truly yours..
Rc- �
R chard C. Houghton p
Public Works Director
RO:
y OF 1?e •
a �
PUBLIC WORKS DEPARTMENT
_ DESIGN/UTILITY ENGINEERING 235-2631
T�= ✓g MUNICIPAL BUILDING 200 MILL AVE.$0. RENTON.WASK 980%
e
'to SEP,EM
BARBARA Y. SHINPOCH
MAYOR
MEMORANDUM
Date: September 27, 1984
To; Maxine E. Motor, City Clerk
From; Ron Olsen, Utility Engineer
Re: W-489, West Hill 1.4 M.G. Reservoir
Attached are the referenced documents which are ready for
execution by the Mayor and yourself.
It should be noted t:Iat the two areas of change that Larry
Warren requested have been taken care of. The MBE form has
been completed and the insurance policy has been changed to
meet the specifications.
:,jft
Attachments
or r .59UE DA aaeDn�
RRaDD,DER
Wetrud Middleton Insttraace erokera tNIc�IMt �h paaR7RYATgM OK•Aap __._—
►. 0. Box 11205. M oe Asr taaaR.sr:An con wr°p
DRtlm w M raLxaSt wLyr,
Tacoma, We 98411 ._ __
COMPANIES AFF0MOM1Q COyepAft
A CANADIAN INOENNITY
Reliable Steal ialrlaatws, lac, ! HOLLAND AllUiCA IIIpNAKII Co.
P. 0- But 9. LErrw� C MISSION NATIONAL IIIe1RANC= CO.
Olyetpla, Him
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As r"ffctst Yast 11I11 1.4 IIG Reservoir w-489. It Is .xtdorstoed and "npbd, THE CITY OF Rtwim
and BN ENGINEERING an added to the above policies as odditlooal lea
res is this pro act. grads, bat only as
C 1 TY OF RENTON swan Anr a,mac AeorE DEsceseD
Municipal Building .'n.ATioR DATE TRERE0 , T"E iasumo c
Renspnr CR I.x& �Ma.
200 ue MI11 Aven South a °A'`Y wNT*Ea w T
Banton. NA 98055
s �
PRECONSTRUCTION CONFERENCE
PROJECT: _-- -- DATE: i
ADDRESS/LOCATION: .—._.�._—
PROJECT f R — PERMIT f - WORK ORDER / -
♦ r r e r r r i ► r e e r r r r r r r r r r r r r r r r r r r . r r r r . r r r
THOSE IN ATTENDANCE
KANE COMPANY PHONE
-E L.f�L�rtl�. 1:4�_ i2d-3i41P
491 lJ f/M OF s -z it��
— _5- J Av/AGx Pwt4roft (vnrc,\ 2 3 S :2 'N
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&&&,a Ro d..i3T .PdS-.Z.%Y7
r. U:
WATER AND SEWER PROJECTS
PRESENTLY UNDER CONSTRUCTION
IN / c
THE CITY OF RENTON
WATER PROJECT s ,elSEVER PROJECT N_ _ DATE
WATER PROJECT TITLE
PROJECT LOCATION _ (!
DEVELOPER
ADDRESS
PHONE
EMERGENCY
PHONE
CONTRACTOR_ .
ADDRESS
PHONE 352 5L - -
EMERGENCY
PHONE
FOREMA,. �ND y SG✓ati¢;QT'z.-4 / PS
PHONE
EMERGENCY
PHONE
Citv of Renton Inspectors
Other Insnector
W wL if Stoaase FOLCil - fi
ENDING
QF FIL
FILE TITLE
4191
uf.4 Hill �ekuoiR
�6 CoM i*act
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