HomeMy WebLinkAboutWTR2700712 Ravmond Ave. S.W.-Crossli,g of ,1 '05 4-712 cont.
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GRANT CONSTRUCTION
UNDERGROUNCi. ' _P'v CONTRACTOR
QRANTC '246Pl
12901 172ND S E R[NTOR.WA0005e 22043410
February 20, 1985
"r. Robert Rergstrom
City of Renton
400 Mill Ave. So.
Renton, Washington 98055
Re: Water Projects k W-773, W-712 6 W-5?5-A
Dear Bob:
This letter is to inform you of our prop-ess on the
above referenced projects. We will commence excavating
on the I-405 crossing; on Mordav Fehruary 25, 1995. We
hope to have this project complete within two weeks from
that date. February 17, we will have all of the pipe
arriving for the work in the Park and on Second Avenue
and will he commencing this wort, during or as soon as the
I-405 crossing is complete. We naven't held a pre-
construction conference vet on W-773. We should probably
schedule this at your convenience and I will have a
construction schedule ready ''or you at that time.
We have no other projects on our work load, except for
the above listed projects. It is our intent to complete
these projects in a timely and efficient manner and to
maintain a good working relationship with the City of
Renton. If you have any further questions please Five
me a call.
Sincerely,
Richard E. Grant
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WATER SUPPLER COPY SEATTLE, WA 98K)7-My
ATCO BORING,Inc.
ATTNI RON ntsoli
AT CO 6'-'MPO
DATE April is, lws C I T Y O F R E N T 0 N P.O.No, U619 w AZ
REQUiSIT,
DEPT._,,,innn me co.
Air _ s 1,9so.00 VENDOR N0.
PNONE NO.
VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS
Town, Ungineots
101 S.M. 41st St.
Renton, NA 98055
gry DESCRIPTION IN DETAIL
AMOUM
Raysond Aver. S.W. Natal aln Construction bald ;wrva Lump Sun 1,950.n�
Nu Tax
a PURCHASING TO ORDER A1TI1. BY:
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! z PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 ,`35 '63'
e MUNICVAL BUILD140 700 MLL AVE.SO RENTON WASH "OS5 P
�rr0 St oTE`�
BARBARA Y. SHINPOC,
MA"
April 15, 199S
State of Washington
Department of Transportttion
Office Of Diatriot Administrator
Distri Ct Xo. 1
6431 Corson Ave. South
C-81410
Seattle, MA 98108
Rep SR-405 CS 1743
Jct. SS"
No, JR to Jt, PSH108 No.
Permit I1tl83) on) . City of Rent
Gentlemen:
Due to the fact that Tunnel Syatem's pore kinder SR-405 cage
up higher by approximately 1.6 ft. On the south side, the
City le requesting that you approve a new concrete pad as
shown on attached drawing titled proposal e3 (install a
c"Crete pad).
If the State will approve the change. it will emend the
aforementtonsd permit 111013 as such.
if you have any questions,
Very truly yours, pleaaa contact Aon 01 aen, 235-7631
Ronald L. Olsen
Utility Engineer
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U(MMANN 110M-'.�, INC.
4814 IMrd ill. S.1:.
Bellevue, WA 98006
February 28, 1985
Ron Olsen, Utility Ingineerint
City of 6 stun
200 Mill Avenue South
Renton, Washington 98Q55
Dear Sir:
Plea8c find enclosed a cauhier'r. check for
made payable to ,raft i:on�ttvcti�u. xUic check is to pay for
the installation of a 1244 cartt irno tee and IP" gate valve
assembly including concrete vault, htub out of vault, plug
and tomperary blow-ff assembly unu blouklno. 'Phu fatal for
Bald work is 52, 36.00 plus 8.q sr:'ea tax c,f SZ09.47.
Pleaav release the said check to Crant Construction on
the uprrova': and accot.tanrr Of the abovo work by the City of
Vouton.
Thank you.
4cc kmann, iica i'roa.
AL35
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OFFICE OF THE CITY ATTORNEY* RENTON WASHINGTON
s t} y
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ZANLTTA L.FONTES.
December 11, 1984 MARTHA A FRENCH,nave...o..•..o•eP.
TO; Ron Olsen
FROM: Lawrence J. Warren, City Attornc
RE: Escrow Agreement - Seattle First National Bank -
Richard F. Grant dba Grant Construction Co.
Dear Ron:
The two standard form Seattle-First National Bank Municipal
Escrow Agreements are approved as to legal form. These
two agreements relate to !Pater Project W-585A and Water
Project W-712.
Lawrence! J. Warren
L.JW:nd
cc: Mayor
To Provido Foatnr )o-.•`+, f3 e
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Contractor , Supt want PUBS
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1 went over job in the riolcl wf Grant, him fonrman anti d I, Ilasbagon,
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•
EQUIPMENT & PERSONNEL
REMARKS.
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11 , 'YNSS k ASSOCZATLJ IMC
41 strihution
White Main Office 0 A er
Yellow - field Office
ink - Inspector
a or Impactor
OF kF .
v Q y i PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235.Mi
MNlep lINRl01N0 UOMll AV1.40. NNtON,MlASIt So"
e
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to $100
BARBARA Y. SMINPOCH November 30, 1984
FAAVOA
MEMORANDUM
TO: tarry Warren, City Attorney
FROM: Ron Olsen, Utility Engineer
SUBJECT: Watermain Installation
Water Project a774 3 r585-A
Enclosed please find one copy of the contract specifications for Water Projects
0744 and 4585-A. Please review the documents so that we may forward them to
the Mayor for Signature. Thank you.
San
OT:ckd
Enclosures
WATER ANTI 9FWF.R PROJECTS
PRESENTLY UNDER CONSTRUCTION
IN
THE CITY OF RENTON
WATER PROJECT ♦ � SF.tRR PROJECT B__ DATE_//- C _'
WATER PROJECT 1tTLE _� C.. �ZYt 0.•4' , i Q ,( C 7 /
�Jtet r tr JA r /
PROJECT LOCATION
DEVELOPER
ADDRESS
PHONE
EMERGENCY
PHONE
CONTRACTOR_
ADDRESS 92
PHONE q b
EMERGENCY
PHONE
FOREMAN
PHONE _ tic 6 — e cif' _
EMERGENCY
PHONE 2(.—
City Of Penton Insneetor
Other Invn:ctor _..�.------•- —___._.
C ty Of Renton Engineering nepartnient
?35-2631
PRECONSTRUCTION CONFERENCE
DATE: Friday, November 30, 1904
TIME: 10:00 a,m.
PLACL: 4th Floor Conference Room
DEVELOPER / LONIRACTOR OR SUBCONTRACTOR / NAME OF PROJECT
Name: Grant Construction Richard Grant
Phone: 226-0418-Office 271-0200-Home
W-S - 4" Transmision Main in N. Riverside Dr. & Liberty Park, from
Project: Wells N. to Houser Way N. _
Proj. e: W-712 Raymond Ave. S.W. 12' Watermain crossing of I-405
r
NAME OF APPOINTED INSPECTOR
Lharye Algers
Please check departments to be notified and specify person to attend.
X Engineering Dept.
x Fire Dept. - --- - - -- —
M Police Dept. ----- -------
x -- ----
Stteet Dept. _
X_ Traffic Dept.
y Utilities Dept.
X Water Shop
Other
Additional outside departments you may wish to notify.
--_ Department of Transportation
X Pacific N.W, Bell Company
% Puget Sound Power 8 Light Company
-1 Croup W Cable TV Company
% Washington Natural Gas Company
Y Other
PRECONSTRUCTION CONFERENCE
PROJECT• /A DATE: //- 3 a- dt�
ADDRESS/LOCATION: 1,Ae, a Q..r S G I-4/0.f cL3ru
PROJECT I _ PERMIT I WORK ORDER I 4.2 S�
r r r w w a a w r r w w w a r w r w w w w r w r r A r w r w w r r r r a w a r a
THOSE IN ATTENDANCE
NAME
a�q, COMPANY PHONE
1� ti tZi: C� QcS Z 26 -Sf�SCCJ
,t�,cAArwlG. p , 7— G�R.4�vP- ecy csG
L C/tyAS G 13aooAni \ !, �t fttn ✓ _ dZ 35 ,f t
Tim
ci —ac /� _ 3 s� a 4 •l
OF BE
° THE CITY OF RENTON
{ #^MILIPAL SUILOINO S00l AYE.SO. RENTON,WASK.eeo6e
Rag 13ARBARA Y. SHINPOCH, MAYOR MAXINE E.
MOTOR.
TD e_
\4
0 WiveP CITY CLERK a (206) 235-25M
November 21, 19$4
Mr. Richard Grant
Grant Construction Co.
12901 172nd SE
Renton, WA 911056
Re: Raymond Avenue South Watermain Improvements (W-712).
Dear Mr. Grant:
At its regular meeting of November 19, 1984, the Renton City Council
accepted your overall low bid on the above-referenced project in the
amount of $35,564.90.
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 Olsen, Engineering
Department (235-2631).
If you re,,-Are further assistance in this matter, please feel free to
contact either the Project Engineer or Public Works Director
Richard C. Houghton at 235-2569.
Sincerely,
C11 Y OF RENTON
v WW�4
yn J. Petersen
Deputy City Clark
cc: r`ton Olsen, Project Engineer
OF RF 41
• •
.� z THE CITY OF RENTON
taMICI►Al BUIt01N0 300 Aett AVE !i0 RENT0/1,WAsti M066
>4 BARBARA Y. SHINPOCH, MAYOR
• MA%MIE E.MDTOR,
'fa swE`r►`"
e° CITY CLEPW a (Z06) 235-25W
November 21, 1984
Mr. Delmonte Miller
Del Mar Construction Co.
15624 7th Avenue East
Tacoma, WA 98445
Re: Raymond Avenue South Watermain Improvements (W-712).
Dear Mr. Miller:
At its regular meeting of November 19, 1984, the Renton City Council
accepted the overall low bid submitted by r,rant Construction Company
for the referenced project.
Thank you for your interest in this matter.
Sincerely,
CITY OF RENTON
Maelyn J. Petersen
Deputy City Clerk
cc: Ron Olsen, Project Engineer
OF RE. • •
i THE CITY OF RENTON
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH,98M
F BARBARA Y. SRINPOCH, MArOR
• MA%INE E.MOTOR.
)Eo gEPTt:�e
P CITY CLERK • (20E) 235-25M
November 21, 1984
Mr. Gary Merlin
Gary Martino Construction Co.
9125 loth South
Seattle, WA 98108
Re: Raymond Avenue South Watermain Improvements (W-712).
Dear Mr. Martino:
At its regular meeting of November 19, 1984, the Renton City Council
accepted the overall low bid submitted by Grant Construction Company
for the referenced project.
Thank you for your interest in this matter.
Sincerely,
CITY OF
RENTON
M. .✓
M ,yn J. Petersen
Deputy City Clerk
cc: Ron Olsen. Project Engineer
OF RF
41A
10y. Z THE CITY OF RENTON
MUNICIPAL eUILO1N0 200 MILL AVE 30. RENTON.WASH.M066
g BARBARA Y. SHINPOCH, MAYOR
• MARINE E.MOTOR,
TEQ saPiEYI�
a
yP CITY CLERK • (206) 235-2500
November 21, 19811
Mr. Bruce L. Gould
Renton Construction, Inc.
11040 A SE 250th Ct.
Kent, WA 96031
Re: Raymond Avenue South Watermain Improvements (W-712).
Dear Mr. Gould:
At its regular meeting of November 19, 1984, the Renton City Council
accepted the overall low bid submitted by Grant Construction Company
for the referenced project.
Thank you for your interest in this matter.
Sincerely,
CITY OF RENTON
M yn 3. Petersen
Deputy City Clerk
cc: Ron Olsen, Project Engineer
OF R"t' • •
} z THE CITY OF RENTON
MUNICIPAL BUILDING ]8068LLAVE.6o. ItENTON,WAa11.98a66
n
✓g BARBARA Y. SHINPOCH, MAYG4 0 MAXINE E.MOTOR,
�p�E�a CITY CLERK a (206) 235-2500
rEp
November 21, 1984
Mr. Fred W. Jones
S 6 W Construction, Inc,
9416 South Front Street
Tacoma, WA 984o9
Re: Raymond Avenue South Watermain Improvements (W-712).
Dear Mr. Jones:
At its regular meeting of November 19, 1984, the Renton City Council
accepted the overall low bid submitted by Crant Construction Company
for the referenced project.
Thank you for your interest in this matter.
Sincerely,
CITY OF RENTON
t.*rllyn J. Petersen
Deputy City Clerk
cc: Ron Olsen, Project Engineer
V%2N
CITY OF RENTON
DETERMINA1[ON OF NON-SIGNIFICANCE
ENVIRONMENTALCTECKLIS NO.: ECF-105-84
APPLICATION NO(s).: Not applicable
DESCRIPTION OF PROPOSAL: Installation of 205 lineal feet of new 12-inch
watermain inside of an 18-inch casing under 1-405
along Raymond Avenue S.W.
PROPONENT: City of Renton, Public Works Department
:ATION OF PROPOSAL: Under 1-405 along Raymond Avenue S.W.
LEAD AGENCY: City of Renton. Building and Zoning Department.
The lead agency for this proposal has determined that it does not have a probable
significant advnrse impact on the environment. An environmental impact statement (EIS)
is not required under RCW 43.21C.030(2)(c). This decision was made after review of a
completed environmental checklist and other information on file with the lead agency.
This information is available to the public on request.
There is no comment period for this DNS
Responsible Official: Environmental Review Committee
City of Renton
200 Mill Avenue South. Renton,WA 90055
Phone: 235-2550
APPEAL: You may appeal this determination in writing to King County Superior Court no
later than November 12. 1984.
You should be prepared to make specific factual objections. Contact City of Renton.
Building and Zoning Department to read or a..K about the procedures for SEPA appeals.
DATE OF DECISION: October 24, 1984
PUBLICATION DATE: October 29, 1984
Rdnald G. Nelson kcTAi s�
Building and Zoning Director Administrative Assistant
to the Mayor
Richard C. Houghton
Public Works Director
-561 N
CITY OF RENTUN
DETERMINATION OF NON-SIGNIFICANCE
ENVIRONMENTAL CHECKLIST NO.: ECF-104-84
APPLICATIUN NU(,).: Not applicable
DESCRIPTION OF PROPOSAL: S.W. Grady Way Street Improvements - This is the
final phase of street widening of Grady Way from
an existing two-lane road to a four-lane road with
a left-turn center lane.
PROPONENT: City of Renton,Public Works Department
LOCATION OF PROPOSAL: S.W. Grady Way
LEAD AGENCY: City of Renton, Building and Zoning Department.
The lead agency for this proposal has determined that it does not have a probable
significant adverse impact on the environment. An environmental impact statement (EIS)
is not required under RCW 45.21C.030(2Xc). This decision was made after review of a
completed en Aronmental checklist and other information an file with the lead agency.
This information is available to the public on request.
There is no comment period for this DNS
Responsible Off(cial: Environmental Review Committee
rity of Renton
200 Mill Avenue South,Renton, WA 98055
Phone: 255-2550
APPEAL: You may appeal this determination in writing to King County Superior Court no
later than November 12. 1984.
You should be prepared to make specific factual objections. Contact City of Renton,
Building and Zoning Department to read or ask about the procedures for SEPA appeals.
DATE OF DECISION: October 24. 1984
PUBLICATION DATE: October 29, 1984
��� Y.
Ronald G. Nelson M nee erne
Building and Zoning Director Administrative Assistant
to the Mayor
f
R chard C. Houghtm
Public Works Director
Renton City Council
11/19/84 Page three
Consent Agenda continued
K.C. Fire District Fire Department requested approval of Mutual Aid Agreement
No. 40 Mutual Aid for automatic emergency response with King County Fire District
Agreement No. 40; contact shall be binding upon both parties for a period
of one year and shall automatically renew itself for a similar
length of time. Refer to Public Safety Committee.
Kennydale Beach Parks Department submitted CAG-056-84, Kennydale Beach Park
Park Piling Project Piling Project; and requested approval of final pay estimate
CAG-056-84 k1 of S15,322.72, final acceptance of completed project,
commencement of 30-day lien period, and release of retained
amount of $743.10 if all required releases have been received.
Council concur.
Fund Tran,fer Public Works Department requested transfer of funds from
for Capital Reserve Fund No. 3665 (4c Water/Sewer Asse"marts) unto
Improvement Utility Fund No. 421 in the amount of $550,000 to fund
Projects already approved capital improvement utility projects.
Refer to Utilities Committee.
Fari Flyways Public Works/Airport Department submitted fancher Flyways
Lease Lease No. LAG-2096-72 for renegotiation of ground lease due
LAG-2096-72 to expire on 12/1/84, property located on the west side of
Renton Municipal Airport. Refer to Transportation (Aviation)
Committee.
Consent Agenda MOVED BY HUGHES, SECONDED BY STREDICKE, COUNCIL ADOPT THE
Approved CONSENT AGENDA AS PRESENTED. CARRIED,
OLD BUSINESS Utilities Committee Chairman Mathews presented a report
Utilities Committee recommending removal from Committee referral list of the
City-wide Drainage following matters which do not require Committee action:
Problems, Weiland City-wide drainage problems (Administration may propose
Requirements for City drainage utility in 1985)i Review of wetland
P-1 Channel, Well requirements for P-1 Channel, Phase II; Analysis of Well
Field Protection Field Protection Study by CH2M Hill (Council to address
Study. Utility specific proposals during budget process). The Committee
Bill Collection also recommended removal of the matter of utility bill
Fee Increase collection fee increase which was referred in error on
10/22/04 (Council adopted recommendation of Ways and
Means Ccvamittee for 30c fee on 11(5/84), MOVED BY MATHEWS,
SECONDED BY KEOLKER, COUNCIL CONCUR IN THE UTILITIES COMMITTEE
REPORT. CARRIED.
Bid Awarded for Utilities Committee Chairman Mathews presented a report
Grant Avenue $ouch concurring in the recommendation of the Public Works
Watermain Project Department to accept the low bid of Archer Construction, Inc.
W-774 in the amount of $S5,568.59 for the Grant Avenue South
Waterm,in Project (W-774). The Com,ittee also recommended
authorization for the Mayor and CITY Clerk to execute the
contract documents. MOVED BY MATHEWS, SECONDED BY STREDICKE,
COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED.
Bid Awarded for Utilities Committee Chairman Mathews presented a report
Raymn" A.W" S. concurring in the recommendation of the Public Works
Waterenlq Department to accept the low bid of Grant Construction Co.
1l*r0YJ9Ws in the amount of $35.564.90 for watermain improvements on
W-712 Raymond Avenue South (W-712), The Committee also recommended
authorization for the Mayor and City Clerk to execute the
contract documents. I'VED By MATHEWS, SECONDED BY KEOLKER,
COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED.
interlocal Utilities Committee Chairman Mathews presented a report
CooperatiVa concurring in the recommendation of the Public Works
Agreement with Department to enter into an interlocal cooperative agreement
Water G,istrltt between King County Water District 014 and the City of Renton
r14 concerning transfer of water service in the vicinity of
Dimmitt School to Renton. The Committee further recommended
referral of the resolution to ors and Means Committee and
authorisation for the Mayor and City C er k1 coixacutete the
contract documents. MO BY MAT NEWS, SECONDED BY KEOLKER,
COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED.
• OF RF • •
i PUBLIC WORKS DEPARTMENT
$ RICHARD C HHTON • DIRECTOR
09 �' , MUNIOVAL WILDING OIIGlab MILL AVa.30. RFNTON,W"H.9abab
\,fo SEv1E,ImmayP 206 235.2569
BARBARA Y. SHINPOCH
MAYOR
November 8, 1984
Nancy Mathews, Chairman and
Members of the Utilities Committee
Subject: W-112, Raymond Avenue S. Watermain
Dear Committee Members:
The bid opening for the subject water project was held on October 30,
19M. Attached herewith is the bid tabulation.
It is the recommendation of the Public Works Department that the low
bid submitted by Grant Construction Co, in the amount of $35,564.90 be
accepted and the contract for the subject project be awarded to said
contractor.
This project is budgeted in the 1984 Waterworks Utili.v Fund.
The Engineer's estimate and budgeted amount for this project was
$40,000.00
Very truly yours,
Richard C. Houghton
Public Works Director
RLO:jft
Attachments
UTILITIES COMMITTEE REPORT
November 19. 1984
WATERMAIN IMPROVEMENTS - W-712 Ra nd Avenue S. Watermain
The Utilities Committee concurs in the recommendation of the Public
Works Department to accept the low bid of Grant Construction Co. in
the amount of $35,564.90.
The Committee also recommends that the Mayor and City Clerk be author-
ized to execute the contract document
Nancy t ews, a rman
Kat--�KeoTFer, ce- airman
hl"amas rimm, er
Curti tt•te.• 8ro vs... 9nr. Q`4ab. ?e,NN. l�r.� ••�a+ti�
tfq TAtayt�Tpy
M.MS r.aw• r 55! (MI 6igrnni fMx(tbt4n�. S S V 4r.r Ynw %t MN hwfw5.a+1 (Y. ,kauaa ,6wtwr ex f r arinarn nwn ,r 4 i
1Sa Nnaw.[r+Yn. (.pw.. .SfJ (Mw:.oa! Prw.uaw �:4.,eMn•a O.
01 LNS. ' t 11(t w.a vw.1
! MN u. Lf0 IY•S n4rr M4 � t,T1 NYS 4a14 WI 1NY ,MI rt SOr4 1 -'—
U pl
1tlSc[ gi. gyp y�r `}t+-na +fcftlr ifm.ftfr MY luwrNn� aw rreY M*r frrm
n75P` 1, l,l`
1 n` " IC• 35,iS0 r
4 a+r. w� s 2e^ OOn g' 41f 1 It-
It"7S4` SfS
� It" 1 MC;�
S tWuuaw.,.u. Na LS IP• qi` P f0` 14i.+ n 2f
TT— w7mf— � lk! 110 ,
� t7�4ipe' 11CCn I f4.Sb`1 1
1
!
I
i
Srftrtt lL.1M" i SG,PP" ( )T,7t5` 42,41Sw
S.lSC ),2tt f1 5,412 w 4t42i ii
4Sr3Nfi 4 45.51P" s 45,of?„
Gur to ttna.• Blo orq,.[ l • Ottgta 74 Nt4. it+n
ItID TRA{MTUM
�,l+ RN:M (M.IN,.v. t.J,(M.e 4ely+ pt IMl R4lNtlW (�Wti �
y^,!a .le..l. .. tli it uRMt��lrA I it
t
p! 1 bt
T-- Ma MR M•[ lIIA�Y41�NM yM!!r'MIA tNY IIMM MM t01Y IRS MR ttTY 1� Y4l NfY At MARRY MM'IFY
71 ' 1t.150^
2iw... II4s i - -r .. 4°t� 1lO�ICr tSU ep F f � 20P^ ri 1)• 3tS`° IQ' ISO"
3 �•^,.'•"r;,,,,, '.I I— 20•' /eo^ Is" 1u" is" 15e" I It" 54e` li^ Sca• t�
a c4.M w 'i S�—� � �_•` Sp^ 20' It6^ 20' IOC^ :C+ 1!0`° 2A' It0'�
3 w,^.I••i il5� "ie+ -_6 It,y."$:•m4Ya[_+.•• - _ I'75" Sr . i
05a"^
70" 11,114 1:4• 25.410^ 100"
4 � — i�41 ' — ,
t" 4ce 2m. - ^
St,ut"
I�q
y2,4a'" )5,715 42.49fw
t.l'k SAW Qr I� 2.io" >,140" 3,2:2 i. 1,♦1: 0 a1N 41 �I
tally, a 1SlSHw ! 41,5104r S ,4S 0475! s 4S,131
CITY Ot RtM(O4• BID OPENIn6 0c(o6et 3o, lit*. 2lb BIDDERS •
®tD Tnel s1z $ y u &mmftm%w Ott MAE �rs(auaw4 6MIr Net"mo
UlAitt ft°1ePT Ni4, 512 �( (s1ittOtalta REMllN TON°TEucTwr
NIO �O R Iwc. 40
11
RAYN°4P ME. ?w. G
(Ot.o M, MAlM) t1iN T, 11414
11 UMEAMMJ CPOl51r4 ) 141pM4,Wa41
Of 7. 405- �(.Nr°, wow 1 (ye.nr, w►)
— NMt TOTAI 9"ARK Um TOTAL
i1 off pan Mrt('dtK OrO�
F»4nvt Irac►u. Q el 2SO VN1t TLT+M OOe� W't TOtK Y MAL UR TOTK
t (rl to 70» 119DD°" 75" 11,150°° it"o,ti00i° (3°6 15,750p _141» 35,250°°
Wra.. ton w %%ken°
2 FYE4114!1.4\AW MhTr.+1� 30° 4% 100°O 10p 250°p in Too" 13• }45°P 10o ISO" _
20°` (0o" 150 4100 �5w 750" It" 540°' 12» 360`
4 Ctu°Aq t°u4 °. • —_ --
aesoefwar° _ 5 10 SO 2D1° 100°0 20N 100°° 20~ 10060 0 too"
FaaNIs4. I4vr 4W. IB" i0S p k, ,
S 4°o tAntp!_�F_,L4As -70 1 50 » �o » • N
►L_ 4� 10 It,45o 8? 17,135 125 25�420 »
.— ---- ---- —t .�DO Z0,500 ----
n 4000 100_ _ 400°O
50 tA0
i
I �
5u6(atM. —
32, 400" If, 400 42,455 ° f 6, 6(0°"
9.1 lit ° llr Z, 1640A 11101 3,22Z s4 3,442
� 1D 4,SZq •<
i
S5 $tt�0 —
41,510 r 0 ; 43, D01 T� S 45,y31 le } 61,Z�1 "
BID TABULATIOI? SHEET
PROJECT : .0 RR-AOSjNUE SW STEEL CASINGS 6 WATERMAIN
DATE OCTOBER 30. 1984
WOOER $ 40 �q'w
BID
D_� MAR CONSTRUCTION CO.
15624 7TH AVENUE EAST }� S 93-7, 10
TACOMA, WASHINGTON 98445 7
GRANT CONSTRUCTION js 5(84 90 O✓
12901 172ND SE
RENTON, WASHINGTON 98056
GARY MERLINO CO. �' �� . ✓
9125 IOTH SOUTH
SEATTLE, WASHINGTON 98108
RENTON CONSTRUCTION INC. SI[),4O O �1
11040 A SE 2SOTH CT.
KENT. WASHINGTON 98031
S 6 W CONSTRUCTION, INC.
4j C1o7.�5
9416 SOUTH FRONT STREET "
TACOMA, WASHINGTON 98409
• (Non-FNMA Ony)
CITY OF RENTON CALL FOR BIOS
RAYMOND AVE. S.M.
I.405 Water Main
CROSSING
Sealed bids will be received until 2:30 p.m., October 30, 1984 _ at
the City Clerk's office and will be opened and qu6Tic�ly rea in t dth floor
conference room, Renton Municipal Building, 200 Mill Ave. South.
The work to be performed within 60 working days from the date of commencement
under this contract shall includeT6ut not be limited to:
Furnish and install approximately 205 L.F. of 18" Steel Casinos (.312" Thick)
under 1-405, and 250 L,r, of 12" Ductle iron Class 52 watermain including all
apourtences.
The City reserves the right to reject any and/or all bids and to waiv< any and/or
all informalities.
Approved plans and specifications and form of contract documents may be obtained
at the Public Works Department office at the Renton Municipal Building for a
deposit of E 10.00 each set plus E 1.50 to cover postage, if mwiled. The
deposit willtre refunded upon return o Lhe Plans and Specifications in qood
condition within thirty days after bid opening, The mailing charge will not be
refunded.
A certified check or bid bond in the amount of five percent (5%) of the total
amount of each bid must accompany each bid.
The City's Fair Practices and Non-Discrimination Policies shall apply.
Published:
15tr l�j FS��� �i rr• C.r
Record Chronicle: October 16 and 23, 1984
Daily Journal of CGl� 1Ci11AdRl)
Commerce: October 16 and 23, 1984
i�di'in'KS
�f0+ert-Y n(
--.. . - VALLEY NI I+SPAPERS ------
P.r. PCR 130 Lv-71L
IrEAi. ►tSIM17CN 98032-0130
PHCAE 12C01872-660C
EEniun _..- LL- - 0/84_.—
. CITY OF 1
LEN7P9 CITY HALL
I °cATln WA 98055 -JO- 1C/2S/E4 �..c;
f scl•a(
DETACH A RETURN THIS PORTION WITH PAYMENT
iIJ/l:/Gy'. P.9451 24.CO 124.6J 10/12/t+41 R1454 2.G.Hn 10 /•.4 42.CC
R94G3 3.50 16.VJ 101 h•�/r4 e;94G! I
4.i 60 OU I 21.•:C
I 10t 17I8 MI R9y6y'•�" � -- S E{l(K)1 WI I DU.40 �
4.50 I 4e(•rl 47.16
I lU/1'./P4�E�.471 2•50 14.s, I
5.00 F7.Vd
I I i
l i I
i i 1
T,!'
•4
�•� ! >M Rt..M
4ol/ s sa a)osGs) i h
411( /rs su1 3165(rs� 4 4 .Ile
I
VALLEY NEWSPAPERS 27 75 2 CC- 1.y
i •PAST DUE BALANCE
PREVIOUS MONTHS 1 7.1
�I
---- -- PLEASE SHOW ACCOUNT NUMBER ON CHECK
Affidavit o/ Publication
STATE OF WASHINGTON 1
COUNTY OF KING /( as
Cindy STT.Ij[�Q" benaftrst duly,worn on
oath.depoaceandsay.1hat --he othe chief clerk at
THE DAILY RECORD CHRONICLE,a newspaper published six- times
week,That to newspaper is a lepl ne.rie,...d It is mew and tug been
far ..It than sla month, prior to the date of publi,ul o, referred to,
printed nod published in the Fn■■lish Ian aye rmommil,as a new,pspe CITY
pubh=had tour nb times a week In Kent, Ing County N'uAlnafon,sod It is
non and during all a said time was Ulmer[In an office maintained at the SIM CAUM }�
afare.md glace of publication of aad newspaper.That the Doh Record RAVI�ARVR"M
Chrnmcle CIA a�pmsed as a Ir9r new, by order of the Superior
(hurt of the('aunty n which 1t Is publisaed tOwil,King County, f1a�tl tw'i was A IAM My am
Pro.Oclobmpg,it oftCqr ONKa
/Gall for Bide oaae and wn oadwrwaand pY�ry taM
Washington Thanhe enna•sal ua....._.. d M am fluor"dismos,
._........ ..._. .... .. ram.Itouch
no weakk b A be outsmarted ~9p
_._._._... .._....,._... .._ NNWp 4p hem fie dust of oormwipe.
state lender this, r ahkk kmkrgs W
as it was pubhahedin rcgulanasoes lnnJ gal pa Rtalkdd:
not in supplement form of smd newapaperf once each Issue for a pentd F. a Ml a111 klgeto gdg�6
LWO Iinberl'F at mt ' `^ ww+ewe
of Cuts• a F
Con.cecutlI hones,Com meno,am ran the
TnaC�tggMagaMlMlttendkR+M 16th October 84 arasa.0 040gbw.n.
..,..19..........,and and,.,t he WA-nakk0. arN MM1rY
Appointed pone rod pglpabook slid
2 3rd ismasaig et dtk�paplgayjp R aw W nP
daYof October to 84 ball It.. g�Wd_!l ptlbw Doomment
Inelners end that such Mw period wnY t the ray Jbtrnbuled In It.Tali- ypM•dada w W 4a
scribers AunnY all,d sand period That the full amount of the tee �t MRhldlkyydpoiaNk b
rm
raRal t tMlpRaddlRRYkland
'harped for the tareganag publication ns the sum of S5Q.4 Q which flip RRlln
has seen paid m full at the rate of per folio of one hundred winds fa the pew nor o Tho WA&V
hnl msertmn and par lollo of a l undmd word,for each.ubweyuent
Inserr on (\\ A 9sidgem ~ or kid bond In ass
sirruan a aw pleasant(px)is M tour
amount deaLai bid must aoorroarM abs,
but
OMWW**Non PoYee pug, Nan
m
Chief .Clerk. __...._. MWrE Mebap cxy cMn
P44W�in Duly AgKiad Subscribed and worn to Wee me this 23rd Osmosis to .� low Flow IX�
October ,19, 84
(Zer X �R
Notary public tofelt the StRtlly!Washington.
Ties
Ti at King County.
--- °cad rn1 Wav
Passed by the Lagul.turs•.I9SS.kmnwnasSenate Bill\i1,eHeclh'e June
91h, wc,
Western Union Telegraph C. rules for counting word.and figures,
adopted by the newspaper,of the Stele
vs aa+a..+ra sv
.14 the beat 1 o ' ommerce
(Fraeliened I"1)
13 COLUMBIA ST. 1206—e23-9112l 6E►TTLC WARN. $9104
Daa..OotoWT it.
City of Renton
Marilyn J. Petersen
100 Mill Am. So.
Renton, MA 99055
I
Notion of Bid Cali 1501-9 i
Natermain d Casings
56 lines P 1.00 $56.00
56 lines R .90 50.40,
$106.40
Published: October 17 6 11, 1994
CHARTO IN, LAWS OF INS
CITY OF RENTON CERTIFICATION
t tea 11404100Nen n Menet,et[acT YNnts
eINA\tY pE etlllY01. 1NST Tot Y[T[Illdl\ N6Y[
KtM E.e111tM10. TM[ 4's'Mtt N[N11.Nlo am TM(
EME .%. Ii a ,,, , 640 IIN4[a an[Ias T1a0
• 61Ne1 i I CIII 1 IEINIaN, eNe EN6t 1 a[t
•IiIMYNI:[a 10 6YT NTICtl[ MO atetllt is
+fN C161Y,
4ajowl/s sul s� AsG�^ 1
Please Include Account Nember wkYPelpoW
Afficlavii of Publication
city at FARtift STATE OF WASHINGTON
�~a+p A KING COUNTY—SS.
O
may 1l till The undersigned, on nath states that he is an
authorized represrniative of The Dad,Journal of Commerce,
W alad�blda wQlltloaMr�ais.'� aat daily newspapr which newspaper is a legal newspaper
at thr1C,Py'�terk's offtea .nd general circulation end It is now and has been for mom
will be Vaned and abl/ely than six months prior to the date of publication hereuu8er
RadlLnR the atAgoj,,—. reme refered to. published in the English language mn,inunusly
��,m7ae Y111Avee Scuff �Ild. AS a daily newspaper in &rattle, King County, Washington,
within work to h ara•,,o and it is now and during all of said hmc was printed in an
the date to"Frklot �.y, IRm offictl maintained At the aforesaid place of publication of
u� court shall ere this nesnpa{xr. The Daily Journal of C of Publication
Visa on the
under thin ro cono Malt I, Daily
12th day of June, 1941, approved u a legal news
turf, and t dell l�pam.•. the Superior Co ui of King County, paper by
CCU, y taw L.F ,,,it Steel Caalnas 171Y' Thertl uggdo The notice in the exact form annexe[!, was Published In
6/tS end Ys0 L.F of IY'our,
, Imo Clw sS watermaln regular issues of The Daily Journal of Commerce, which rax
`1V Chi atlappuneA ft
The n R,ervn the,iaht to regularly distributed to its auhscrtbers during the tn•low
rt4ay an��andi nr ail bids and to waive nulltlex any and'nr all Wor Stated lxriod. The ahlented notice, a
a �roved flan, and •..... ......._..Notice of Bid Ca:l
,per Inati,ms and form n!con- _.
art dtwunvnts q De obtain. -.
M at the Public%a�ks
1 _.
ntcl t I Build{ it,or.0 ,n,ul MY ....
tlt.�e nnaa l7IWlae1 ..... t'�t..1T..6 23,.1484
each set -,We ♦1 Sn to .rover pun e. I(mailed. The ... ._.._._................_......
return of tAe plan, 4'aad •-••.•___.._._.�._.
bid wllklr t Find w la _..
,h o 6lny tlya slier l
penlnR a malllrR /Marre IfI not br•Rounded
AreI I, send rtrof ,x D:d bond ,-.• �, C k!.r
l tAa tm�unt of liv, anent -
t�-�mthe tow am,wm ore„-n Subscribed and sworn to before me on
b must aasmr,ynv eaM Aid.
e nit +71ir aetima and October 7 i, 1980
Nnm Dlar`rimuu'.tnn Pohux ""'^"
C,_qr e,k'MOTOR, )`.
ppoaaar(t1 publication m tA. Vital
merto�t7c1o�JJpyma�al Cqn Mehra� fag taa4au,�a vt�wasndaaee.
r 17 and YJ.l�if. �a�a
Affidavit of Publication
CRY Of Menton STATE OF WASHINGTON
WatNJD' ! KING COUNTY—SS,
eri ain ttai is.
°
ST(%L �p4VO
�Y 111a'Al Nut SR Tlat undersigned, an oat4 ^states that he is ;m
nN I.' authorized representative of The Dolly Journal of Commerce,
se.led tr,d. w,i� nn Rs'I"I a dolly newspaper, which newspaper is a legal newspaper
until C,, �, fA,uher b,Iw of genera! Clrrulatfan aai It Is now and has been for more
nt the Cui 1'Ixrk`. n!(µe anE
��� t'^ 'I4-',rd And bllrir Lhan Six months p7or to the date of publication herru,d4er
�•nd in ent,mh/lynle{'m retered to, published in the English language continuously
n�um
in{,1iia NUl Ave.SaiiPA M as a daily newspaper in Resttle, King County. Washington,
v'thin �rtrt atyo bn and it is now and during all of said time Was printed In al.
,ne on a of office maintained at the aforesaid place of publication of
lold I(Utit,but nit �• in. this newspaper. The Daily Journal of Commerce was on the
r'u l2th day of June. 1941, approved as u It-gal newspaper by
'mate r the Superior Court of King County
lfaab,p f 11
f'111s,'n •sat. •c The notice in the exact form annexed, was published in
I'll ir.,o fr�ns' „'imialn regular(mum of The Daily Journal of Commerce•which was
I Ck o. ,.I nppuen•�tp.
'ITe anyird al Isle rtshe eo regularly distributed to its suhsenbers during the 6eh,w
.ny.nd nr all tem and to
wan,• am ones yr ell Wor stated period. The annexed notim, a
maiitnn
A�}t�ro ved pI.nr a I -it I.,, I= of Rr`ta •.. .. �iV L1a.Y 11.r..Tiijll,Cd(�
'lmri t �ii tr may Ea ubt on
ed setpa raDrlr
m,.npl olRre al the Rent:oan At
SIU`W teBaM�y.�tolusd "Ut was published ost ....` �Mr ♦.,..q
ql, t94C
n,ver po I�mai1W. 77w
earaif will rctu nded u
t d it]
. .....
urg�ee of t t ee Plans iqA
a,Perlf!talloM In
[i�i bid 0 n tnlgi oars aRnr penln
eh Frae w Il mg be rcfundeA I In ,A/
Pit rerll�led c',wk ur bitl bnnA �r`G.Z.
IS`Fi�(tahni�tlint fine Ponru,
napmum of ead, Subscrilxd and sworn to before me on
bit m Cltr•>Fa r pram bcd
NoTn1POl.rriminst -hit
�fIA ullrra ..._..._.. ...
soli, Cle gNanDa• _. •-. . ,...�la .�._ _.w a� faia0nlian in the ,M„era ru" r . .n t wnan yt.•n.
Baati a 6We 1Y fC sMaR isi�sslMglliaaaafaaaMMrr u� i
i
- IL
� r I,d3 sn
!,T�A'` Department Slat. • UTILITY PERMIT
Department of Transportation
PERMIT NO 1)g 1
DISTRICT NO. 1
Name and Aldmas or Applicant City of Renton
200 Mill Avenue South
Renton, WA 98055
The Applicent, henNnaNer referred to as Me"Illiitty",haying applied for A Permit fo construct, operate and
maintain a 12 inch ductile iron water main crossing with an 19 inch steel casing
(0.312" wall thickness) /1
�r
on a portion of State Route No. 405 in King county. Waehlnpfon, the Waslrmpion
State oepArfe)"t of Trensporfation or its deilpnee. heireinelfer referred to as fin "Department", hereby orders
rh.r m;. ..gmif he pranced, subject to the roans and Provrstons Stated upon the reverse hereof and Exhibds
stfacMd hereto and by this reference made a pan hereof
Exhibit "A". Special Provisions for Permits and franchises. Pages 1-3
Exhibit "8". Right-of-way plans entitled, "SR 405, Jct. SSH No. 2-M to Jct. PSH No. 2
in Renton", page 1
Exhibit "CO. Plan details, page 1
Entering the right-of-way north of the centerline of SR 405 opposite approximate
Milepost 1.87; thence crossing normal to the centerline and leaving the right-of-way
opposite approximate Milepost 1.87, all located In the SW S of the NW 4 of Section 19,
Township 23 North, Range 5 East, W.M.
The location of the facility described above is further illustrated on the attached
map designated Exhibit "81, page 1
This permit shelf be void unless the work herein
contemplated $hen have been completed beforn
3/31/85 _
This pamdt is accepted and approved by the
Orentae subject to the twine and provisions as
herein sal forth.
DEPARTMENT qf
TRANSPORTATION
by
TMO' �"f ` nc� Title ._._Lorww"ESIIGrN ENGINEER
Dam: _ A- _ _. Dale ♦ ' /O —
COT w�vi a•.w
GENERAL PROVISIONS
I. This Permit is A to Chapter ar 32 RCW and:Or h
a^efldm*rda thereto C • 'as RCW and ChaCbr 4ee.34 W,
During m*Progress of 1M work such barriers shall be erected and maintain a may Ds necessary w n me
be dsecmd Iw Ill* proteclM 01 me traveling Public, wed barriers 'half id property lighted at night J The,IhNlry,n*SUCC*&0M end assigns,&grass 10 prober the Slate of Washington and esve it harmless Irpm■N
_lame, aoione o damages of every kind and doseriphon which may ace la or Ds suffered itith r lire
Persona'o prOPerty by reason of the poll
of env autA work,cheraCbr PI met uses!o manner .
mab0ahon,maintenance and Y Y person,
Mellon Is brought against rho Ste silo dome the oCcuPMCY of mpM of way by the Utility; In CAs*an P*tmoMl,its WeeeesOy w assigns win, gso arising Out Of or OY ba*on of any of the Aso"coupsuit
tly e010 Coal and expense and&list,any ludgmeei tone g t l c� then of such action. date
ntl the*sins a its
i^gron determined edver&to the State of Wash.
a Except as herein aumOrlied, no esCaV*men shall be made w obstacle placed ",thin tin tumhe of that
Slats
highway in Such a manner m to mlartere Willi the travel over G&W rood
5 If the wok done under this Permit mbrbres m any way with the drMle*g*of the Slob highway,the Utility shall
"Amoy and It Na own expen*s make such provision am the Department esy dl,stl to take cars of gold drainage
m On cwmOtelbn Of esid work herein
roadway Contomplamd all rubbish and Poona Shelf be Immediately
Slid roadside an
&hell be left neat and presentable d Satisfactory to the D90,nment.
removed and the
7 All of the work herem ennbmplalod Shall be dono undo, the
Department end the Anti,* expense of Chid suPervlemn snail be Dons p iwtihs m to the &Aebetfon of 1M
permit III issued. Y party or Parties to whom this
A The DmAnmont notably reflector,the light to order, the Chang,of IOCHi0n w the removal or any sthin lum o,
Structures euttlOAmd by this permit at any tlms, acid change or'*move'to be mails of the sob expense of the
party Or pal n to Whom ems pa.md is issued. or then successors and Assigns
Suc
in
0 int1 e With nv Of the
a f*lont,m w by tin UIIIIIY shall be done In such menu As fall,Cate&the
bast
interferenceamage tt with any y ins D*pnnl y*,C wwk And the Department Mail In no wife be hold liable for any
damps to the Utilityh by nesnn of any such wtak by me Department, its egonb w re
*&areas of any repine by Ihn Department upon roads. arrests public places or structures in
representatives,A q s io Me
1
0 This permit or civil question
D sge shall not be oriented Of hald to be an oxclu*lie ores and shell col prohibit the Department
,rpm granting Other pe,mlts o,franchise -Ohl,of hke or 011,01 nature to other public w private utNltiee,nor atoll
It pfevenl the Department from using any of its ,ends, streets, or public Pisces. or eRMtt Ifs rIPM to full
auPerygi0n and control over all w any part Of them, n(me 01 Which 11 MreDY sVMndered
I i The Doptltlnem may rooks,amend or cancel this PArmll Of Any of the
Moon nights to the Utility. The Utility shall immedii iwiy remove all facilities from thaereof elan t exile t@* upon ill*right of wav 30 days after written nohCe of cancemalion shall De removed by he by
*I iM
espeeee of " e right
right of War AnY fscuni*6
rty
12 Th*Oa or parties IU Wham this Pal iD ie*ued atom mMm410 at Na or than solo expense he Structure Or
for br wretch tine permit is grhnlsd in a condition satlsfadOry to the Departmenl.
13. If'he Utility enters into a Contract of agrenmenl with a _enigmo,to PerfOrni the wink Provided hereto 10 M
penimmed by the Utllfty, the Utility for dire,,, Its assign&-and its auCCAsaeq in interest, Nor"*
theenrvMb Dn led Mels or roes,cOlw,sea,or national Wpin m N,Chic,of COntraClwa and Will In<I
wed nondiscrimination f the
Predora a set forth in A 9 eon fhtl II will MI
Section 152(M) pl 1M Federall of
l Aid Act of 197;1 (23U S C Aafn Tina VI of me Crvil Rights Act of Igaeudits aold
Breach Of any Of the above nondlaenmmshon COVenante sin A), and &s gold Regulall"m may be Amended.
ha Cause for Cancellation am heroin provided.
e Any breachtPf Of&rev of the Conmtbne aed rmguirsment* harem matls. Or failure on the Dart of the Ululfy or the
DermU to PrOCNd With duo diligence and in good Iaun one,its acce a, fail,rim Construction of work hereunder
shall *ubl"et this porimf to cane*IlehOn as heroin prpyid it
it
15 The Utility Dl*dg*S that performance o1 rpulirle Cutting And trimming weed will be AceOmpllshad In such a non er
that the roadside appearance will not be disfigured When Maio, wont le mverved. or damage to coed&&
oDOaarsneo may become ei nimchnl.the holder shall secure the s
wok' g so
of the D*Panmenl'A Advance of the
DOT =.a—M All.ma
"••N"•4ins'•I• SPOAL PROVISIONS FOR
PERMITS AND FRANCHISES
Permit/14II0 4AU No, 1OP13
Applicable provisions ■re denoted by (X)
1 No—%orONdx la MrNn 101.0 be O lermM."',Me Will,It aMtM W Mmixr.on M M.OxhelrrlNm'I w hems w
Nallm, Send correspondence to:
rn. District Utilities Engineer
Addle« F.O. Box C-81410, Seattle, MA 98108
�y_I/ Teler'l MNo. For preconstruction conference call: Mr. Jim Olson, 872-647D
/[' = to 1M.M nn.nl01<perkirv<t1On,1MKOmIrV<11On<pnl<rMfe MNrMnNn.I wnkn tM O<p.rI11
COnIrKro <rb M.U111i1V.M nn.ryllM«,
tpeeror MYI be,prtwnt.
J. !%Alto IN U1011 clfo«,ro Mtpm the el W Nlmd hel Mtn whs Nh IN own l-ll,el .pmMfwlw o11140 W11hr MNI M M«nl
N NI Ilmw hell.iN Wnt hO,..rn Oreyrx,Ill O'ho lw<1, lO by the OnohlooW All ww,Wheet.n 1%<DxNvehol Mel
M< U,IUtY'I nonnKlM MNI W MrW!% the I<OrtxrltNw of the Ulnity.Y1%W the U1111Y t%Wtx 10 hothl the~%wIM \I oNn
IORx,It mq NKt M N1OO`nl Aw 01 ile NnO1OYxt Mpw In Mr<omlrvnbn It IN r101hehlo iw,III to romp,MM Mif 0,ol
NINI W MOYmN or ho ltlinp ll IVrInN worn%V M.W tv mthln In,rynl Ofw v.Ynbl h ld rF%,',,ho l,m.i
PrA A<mry el the perm.,M 1rMM,M marl Os on Ihe loO hh, tM Oro,,l ITT 1M Nnntpry,N NI 1im«Ill 10,IM'OmtrvcUon
uMontM Oy INd MrmI1 p Ir.n<Iflp w.Mm IM Op.nmMt,ry%I..1 MY,
A. "I Ut"'"tM<.,to tMIQYN the.16 h WM nhrrM 10 Mel Mrlmm held work;n NK%<m<nnM«rat 10"he IM OM.mmehn,I cOn.
uK,or In n1.MrinrmMtt of nO tnnirKl
❑ a f%.UI%Iry 4mt MN MAIM pl Kllp IN fKllltY AMin N:Y OOrtlont OI IM rgopM,ant irNkll MNI W hKll;ll.o In%or.MnM INwn not
x.Kwd a 1 Me In Ise«Inkkmp,t III tMt the to
l of IM too 3 I.tt helm Dro1 he MNde MNl MI.KNM A Irks«In mwN thkkmw.
!K% letter OI M.Miles Wt11hI1 MNl W cOmpxtM 10 nm I«t MM 25 b.K.m o,Mt mtumem oMN,Y w IMNmlmd%y oA,lpttlron
fOmml Iwb. (%,mpiHun<MIMI nl the owl m.NnN N IM Um of to"ehel,nNl M"eOKMM bV the Opximart In no tW
MII"ee.len poMM"W Ny%wo.
1. Wah MNIM mnlnM to the hOh,l he'. 9 a.m. and 3:30 p.m, he",.wah.heil te.11he MOn 1M
^ynlol wp!«uro<yt,aYrld.«or Nnl Vlty.unllp o1M.w.,.Nllto"I Or M.DlmrimMl
a In he.wnt MY mlipxl,nO%t O1-wnV'e'h'lemn er WNd n.I le IOtt1M whom IN IM11M1 OI Ih""-I Md I'll'W Ifilb l ed Wn,
MminitllOn,11k«IIW.will W<WIVIIY wmONo pnM to Mntbuttbn tM w«I M tMIKN1 N IM COmlwlnn of comt, lbn to the
xhtlKilnn nl M. IN,, All lW1 Mo FMIk mniml d<vt«re..,he m4npy.M m oval l",t00%""ion.
B roar 1p ern\iN<hW.IM I11.IIIV MNI Wntf,M,oeWrlmMl t rp'lhe Mlles v.."ul,dw Sal Pim m.n NumWr 11 1O te«nUn IN
lo<Mon OI three,Coro0 mnnVmMlf w.INn In,prolKl"ell In Ih..wn1 MY mor`Vm.nk wYl W t11NM,tieoh d d deeh",br IN
WWoe" he"'Mel it wtxn""W take"M IM DptrimMl,one/10 tOm1Ne\Inn.,0 ANIMM 0.—1 IN monYTN1N,An,mmlYmtntl
then Mmxed or dedroved by he Utp.I,1 ap«eb l W l en Ill rol or repie be the Dept/ImMt n IM td.ve Nhw III the UtIlh,
to It dat"I'" ne<N«try by IM ohoht, nl.MY Or YI nl`N eKMIM meter v ties;!W eMgwd eM reNKNI M,h w w.N,hil w
fpwdnd W the DNMrtoNnt
11 yt .—r the W leexxry CY Me Oeveel 1 nl{Aw,r NK Ind«In«he"l., he DpN,mem of TrMwnntl.M,for rnN x1Ny nl Me
m?"I"Mel Mt Ol'ote on of he hillgwv M,Nrrm,the oath e1 Its vents Its Mc.vh,.onl'he,he ethqul Nppm tM to reMq Its
heterd Ip wnik.Mo pr l Nry oam.p by<ewRe,MOMIMI,tk to Its pewm.nl.NO Oth«worn m the irMM or NwMtlOn em
MV W NnwNO until MI.xW IrwnM,a mq
17. TrMch«MNI be beckpdto w roan w ppllbl.W%.rq its INmp 0,pipe 0`<eol No open Inntnw MNI W I,"owm;tllt.T%N;htluMl
Wnm or leek"!041 vet MM W<OwrM MM h,oel or other m.Mritl O'su"ItlMt ttneglh 10 wllMtend the IW Of hlthll InIB<
111M al`I not In%,bwMll"ll rrel.nel«<h nINh1
❑ 13. All ermtimh III reelect Inthw nnf xrfKM w111% .1.~e I sent".Nwmenl A eNMnt eo`rnw pMmMl tnNl W Kto holhohl M
Wklm.bhr VN..r euNer111N the teN.O/"oe YndNr,n,'Oehol
14 TM l or peps NNI M "w,o MMIn t h;1MN 1`CN.111M1"Vlho,eel.,IN.,1wMM.M.b.tt CNd'eholl.ni p.pe III W IKket,
WrM,n/thlered 1%e vo the hlovill MM,wIM h"enema"Ml n,S hen lean lo
p'I'el to hm.fhM rats MNM NM,m.nm,Ym a«
maal0l n.pin ham Wryan el Bach rolW nh<Wm. a5 Shown On Exhibit °C".
INiivn:o tin three, EXHIBIT "An
10 IE T1rl tlNWtllrl.•Hibbs MMl be wAMM lr1M fM11etl wrlslllE•IN ee _
OIpM.d x ol IOG�IIN•01N xnrld Inrleltl orT •urrx!of,be rbpny Yaylyx MMI Iftlw Ib..n rNm 1 lie.0l IwwrnN,
nN 0Il Wile`px p eM rN\OrM MIou1Mr built Off nM sully Nrpe of ytlldy nn.M 14W.W.Il&,be MOWoo Fit, material similar to original Shoulder. .then 2aN Nu. ,
10. All Mopes.Now IINtmMI.all Mul.OIIMx,olpx,lk..ClNurnW Or Iris OprxlM"I M rltmntl Io,hw,a1MrW tqN txtlM Nq exgl.
Ibn All own 1llrltbel Men M rube,by Ilernlrb I.It bnkebe,IlSha ens Il nxwyN,nepnen she,M Myt"M IIt IM idol pl
prof "Ibe nMllla oubl" ROMs1M otlbmans IhMI M N ifiM by Me Dlmkt Mbmm�Wnlw.
11 b IM OOMtrVClion Mul rnxnugrrte el this fWnty.IM Unlla AM'tp"My whin Me MCMM on UeUv.n Tnbk fnnlMl Deyltx la
4nMe MM Mlsh e ,If ONernlbl,MteNery M IM at".the U011ty MYI wdnn! Obibe MM trellk wnnoi 0.10 IM Spay re,h,
yntxryl Mr epprpyY Vrid ro eob",.M.b d o lrnlmMkl owrltronl.
roll\iM nwhWbu Me of rerllla will be Mlowld rrilnin\M IIInIHn l ohs yN_
❑ q. Rw"M nY WbeMl Of toll Ixupv wnl MI b wbb"Wil 1.IM tnnuM\ntlk aetllren or Mbsh of SR
�( Ix11 ,M lr b be x,.Iron MIU MI seelw b"I.(�1 70, Msu•I soolifel nxYln prwliM Or rattletdnwnY nenl, MYI MOtbm N Nrh rlShl O,vssir nit!for MI troxlnSe—Merin lolly WO feel 1M I"lud le tribe to b Wws
I GInnlYx W,,INybpM nunbr rx MOW,,MIQ Ml el\IMM!Ipn the nN\M\n IM IIM In M\.MerRxl
MMI pl AWoW fo x to"'llrblx ibl"lw•a Hlln neln\eMrKY opeNlbnl�ar who MMI MIo b p1MM It ell MCMx Ill e ollt' OIes, k Iron
rpbrflMNY ISM d GMNNMof nleb.yr
tl. In the Mot MN rOhe"Oo bit who meinlsnMlH of the nMMeY rxnity IwMln tM All of the
u1111a Wesse"rM beryOeel
W.Iro 1M pxiod N 11111 V l pIMaMllr IM�Wei itMNl1 M!rlyheolylev.It n llpaenv d111MIIaed\nee.upon request Ian IM$nx l �
r hilNMM11N,Ml th sill by wheys IIeM IIaAI
SNN nr ne Cenlrerar eM w filly alprkM n NI Ilmy or In MI My Mfl M ell\hpr uMlmwn/lltilnlx y IMt Me nrxlN IpCM 1011.
fe. The N1r1a lbllr b.t",I4 shisiOtlxw pr t .oil—oh,Ib{urnn or 11—he h.,1 • lIM b nNl will"it to IMxt etrlttm[Mmyr In"Mul Inntblls prswmp dm., MM M
.Nlllln.111 nnY IpteUM a be..Ibn o1111 M o"w"InntnlN or see"""'I b—bon n•Ixl hurl.IM[purH nl tnn{IrytllOn,
❑ 23. will cOY11ye rlqulrep t0 Mwn prof ell tobbol Mr!wlm Ml arrlll lM eobibtbM Of two peril,x IrM1t11IN Flu b IurnilhM oil.
na"Wh sh
Sumv aonl hMn.I bleelf"Wen In 01,,blul
❑ 24 A woe,bona�.the Mown 0,It
the SaM 01 ylxninOlon,MMI M IurngnM In ne p .Fnitln b,.lull',cenpinY luth.", t0 Al wllnex In
M!r\nlnl,prlOr le In!In•1 O1 cnnll ruchOn,ro en•un ldnpl,lM.Fish MY IMII ell pI1M
Mlnf M(1 tOnnnnn{pl lnif Mrn�t ne blMhill,lnrf lhMl rnnMn In tort!1pr!MriM fnll.n!
rTnNfUM. rinit .qer(yIe of rplrlplMlon of
❑ :S. TM UIIInY grxl tO byrY IM Mriel ibef roYMM nY IN.IgMMN In StInK Clepx•.A..snl •a••.N whMn On ett![hM ne EYOIbt
enMr It theOmb OI pr rltpNlNrlren Ol lb.Lon W,Ihe,ponlOn Of IIM 10 b rxFMlNgll,d prvOr le UrpIg11M pl MII 11lrKnIM.
E
❑ IB. TM b Uuty Mrxl ro nury be y11M Ill.,Ill.,co lrM nv Inn M1.rfcnly n&enK CIxIN"A' "A, ^["yulfd-ei, se MnMo On Natbll
MInI l ,It tM tin.the Most oYlMr burls Ib rtnnv.
❑ 27. The th0itr IMIN to pup Or rwofN.shrilly the eNftllle OMnyl IWw In Swflk Oy •'A%"xN'•eR N lNIMo on.netMo Ebb'sh
to r 1, 0 ,eodlptWls 10 ill,,
,f,.,rnent eltMr p Ms tin.el aMOr rxprklNCllpn p1 MM IIM,for eM ponbn pf lIM le M
ryoMlNdW,nr prbr la\h,lmvltipn of MiI IarKh.H.TM fn1V0B ydY IInN ny rFFMn in Min p,esMl\Ipwlirin oRtepUbU t Ms
oMennM ll
28. The Ulu"seine to M moomye to,Inv mnrtnmm� MIKIlnrrx x•molt!l\h!
40-06- MOMw rp/Me iMIMINroNM I{�
❑ 29 TM UnlHr•MII M regllal ro nMnam OM Fev b.11m itu—,Fdbne noun eM Mo.Fyl,Inlfk 91 ell hilt lln e
30. r.MYNtibn of Iy1I111y OmpolsO udt.,Whit IHnt111a Nell Mph no INx\Mn 7 YMn Irom 4a el MW.Any uWla IyilillN wNnbM
ne,Nn. ho tOnplxM Mlbin 2 Y1MI Iron lea of lxye MMI ngyla MI MneMTMW b Mn heitobb,MIM 10 tMlr IMlelletbn VnkN plbM.
My suMOrleM br WM vill 3Ml
DUTeeMss e."is lose.,
wevil" en. pN•2 EXHIBIT "All
s. SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES (continued)
31. In lieu of a surety bond to ensure compliance with the terms and conditions of this
Permit the City of Renton agrees that the Department may effect reimbursement of
the amount necessary to restore the highway from the monthly fuel tax allotments
which the City of Renton is normally entitled to receive from the Motor Vehicle
Fund, and in accordance with RCM 74.08.090.
32. Construction of this facility till not be permitted from the through traffic road-
ways, shoulders or ramps of SR 405. All access during construction shall be from
outside the State right-of-way.
33. The limited access fence must remain in place or temporarily enclose the work area
at all times to prevent access to the highway right-of-way.
34. All slopes must be seeded and protected from erosion until vegetation is re-
-established.
35. The moisture content of the backfill material at the time of compaction and the
maximum compacted density for trenched construction shall be as specified by the
Department, In no case will "water settling" be allowed,
36. All excavations and/or equipment on the right-of-way shall be separated from traf-
fic by traffic barriers, subject D review by the Department prior to the start of
construction.
37. The permit holder shall be required to maintain traffic at all times, no lanes or
ramps shall be allowed closed.
38. Special Provision No. 31 shall remain in effect a minimum of 1 year after com-
pletion of construction, or until it is determined to the satisfaction of the
Department that no damage to the State right-of-way will occur, whichever is
greater,
39. Extreme caution shall be taken when working in the vicinity of the State drainage,
Irrigation and electrical facilities.
40. Shoring and dewatering plans shall be reviewed and approved by the Department prior
to the start of construction, including boring pit size, profile relation and
Proximity to the right-of-way.
41. The permit holder shall construct a protection concrete slab with a minimum 6 inch
thickness, formed in place and shielding the 18 inch casing material below the bot-
tom of the ditch as shown on Exhibit "C", page 1. All work shall be completed as
directed by the Department representative.
PERMIT 10813 Page 3 EXHIBIT "A"
v n�l\\'"'� rV,a .[wni Ul 3w t. 1 4 Y�a'�I A'JI N\'W 4e M(Fw.� •��Vt�w�
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r'9
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110 �,� Hi li 6C lV barN i! LK� i:C .•.. t:II•..
kb "gyT`l`,`L'�i.+r-ticsIt
..4ENoCm
-- -- HIBIT
w.,.ya. .b. ..,. � + a PERMIT N0. 10813
—44
—.� .' i _ I ;PACE
T
1
_ n
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RAYhlON:J Ak SlY
40
P `E
S
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'ITT
TT
EXHIBIT "C"
, � t i .I t � � !' � t.�„�Zz��.-i . it � � • etrr► a � 1 ' �ir 4i`9�.M3 �:.1 }� �
• ! i 1 1 I ' � � x.-�.y� NJ' IF�
r a
�' -- Pew?4b ow f
Lam. . .._..._._,._._i
t1�1 � � t•� li��I j ... � , Ij 1 � t � 1 4 } � t�. l 11 rl�•
..tin
u I �
// Waahinaton EtaU • � ,'
CIO Department of Tranaportatlien UTILITY PERMIT
PERMIT NO
nlsrctl:t NO
Name and Address of Applicant City of Renton
200 Mill Avenue South
Renton, WA 98055
TM ApIPWAIN t hehsafaftor referred to as the "lltiaty", having applied for a permit to conanuct. operate and
Maintain a 12 inch ductile iron water main crossing with an 18 inch steel casing
(0.312" wall thickness)
Ori • portion of State Route No 405 in i,igy County. Washington, the Washington
State Department of Transportation or as designee, hereinafter referred to as the -Department', hereby orders
that this permit be granted, subect Io the forms and provisions stated upon the reverse hereof and Exhibits
attached hereto and by this reference made 9 pan hereof.
Exhibit "A" Special Provisions for Permits and Franchises, Pages 1-3
Exhibit 48", Right-of-way plans entitled, "SR 405, Jct. SSH No. 2-M to Jct. PSH No. 2
in Renton", page 1
Exhibit "C". Plan details, page 1
Entering the right-of-way north of the centerline of SR 405 opposite approximate
Milepost 1.87; thence crossing normal to the centerline and leaving the right-of-way
Opposite approximate Milepost 1.87, all located in the SW y of the NW 1, of Section 19,
Township 23 North, Rangn 5 East, M.M.
The location of the faciliti described above is further illustrated on the attached
map designated Exhibit "B", page I
This permit shall be void unless the work herein
contemplated shall have been Completed belore
3,31/85 _...._.—_. . _
This permit is accepted and approved by the
Grantee subject 10 the terms end provisions as
herein set forth
GRANT / DEPARTMENT if if
ey, By:
Tole Fw_T . C� L Title: LOcnoWDESIGN ENGINEER
Data: ._.._. 7 LLl 7—
Data:
DOT
• GENERAL PROVISIONS •
t This parma to subject to Chapter 47 32 RCW and or Chapter 47 44 RCW and Crispier 468,34 WAE to
amendments lheroto
During the progress of the work such barriers shall be elected and maintained as may be necessary Or no mat
be directed for file protection of the traveling public the barriers shall be properly lighted at night
3 The Ubbty,its successors and assigns,agrees to protect the Stale of Weshingfon and save it harmless from all
claims, actions or damages of every kind and description which may accrue to or be suffered by any person
pereone or property by reason OI the performance of any such work, character of materials used of manner of
Installation. mamtenan.;e and operation. or by the occupancy of right of way by the Utility. In case any Suit of
action is brought against the Slate tot damages arising out of or by reason Of any Of the above causes the
psithoner.44 successors or assigns will,upon notice of commencement of such action,defend the some at is
sots cost and expense and sabsly any judgment arising therefrom Of determined adverse to the Stott of Wash
uigion
4 Excepl as herein authorized, Ile excavation shall be made or obstacle placed within the limits of the State
highway In such a motion, as to intonate ,in the travel over said road.
S 11 the work done under this pelmtl interferes on any way With the drainage of the State highway.the Utlllfy shall
wholly and at its own expense nske such provision as the Department may direct to take care of said drainage.
6 On completion Of said work harem contemplated all rubbish and debris shall be Immediately removed and the
roadway and roadatdt Shall be left nest and Preaaalable and satisfactory to the Department
7 All of the work hafen contemplated shrill be done under SIe supervision and to the Satisfaction of the
Department and the "life expense of said aupervtaton shall be borne by the patty or parties to whom this
permit Is issued
8 The Department hereby reserves the right to order tho change of location of the removal 01 any structure or
struCture6 authorized by ibis permit at any time,said change or removal to be made at the Sole expense of the
party or parties to wbonl this permit is Issued, or their sucCessors and assigns
9 All such changes.reeonst ilicnon or relocation by the Utility shall be done m such manner as will cause the least
mtedenenca with toy of the Department's work and the Department shall in no wise be held liable for any
damage to the Utility by reason of any Such work by the Department, is agents or repre: mtabvea, or by the
exercise Of any rights by the Department upon roads, slfeeia, pobbc places or slroctures in question
10 This permit or priwloge,shall not be doomed of hale to be an exclusive ooe and shall not prohibit the Department
from granting other permits or tranchise rights of like or other nature to other public of private Ubittlee nor Shall
d prevent the Deparlmeol 4om using any of its roods, Streets, or pub+tc places, or affect its right to full
supervision and control over all of any pan of them, none of which is hereby surrendered.
I I The Depa tmoot may revoke,ameno or cancel thin permit of any of file provisions thereof at any time by giving
wnften notice to the lhility.The Utility shall immediately femora all facilities from the right of way Any facilities
remaining upon the right of way 30 days after written notice of cancellation shall be removed by the Stale at the
expense of the Utility.
12 The party or parties to w1Am this permit is issued shall maintain at lib Or their sole expense the atructura or
object for which this permit is granted in a condition satisfactory to the Deparlme 1,
i g If the Utility enters into a contract or agreement with a cori to perform the work provided hereto to be
performed by the Uldrty.the Uhbty for itself, its ase19As end Ott euCCesaof4 in interest agrees that It will not
discriminate on the basis of face,color. sex,or national Ongm 10 its Choice Of ConhapfOfS and will Mclude all of
the nondiscrimination provisions set forth in Appendjx "A', 11om Title VI of the Civil Rughts Act of 1984 and
Section 162(4) of the Federal Aid Act of 1973 (23 U S C 3241. and as said Regulations may be emended
Breach of any of the above,nondiscrimination covenants ahan be cause for cancellation As harem provided
14 Any breach of any of the conditions and requnements herein made, or tadore on the part of the Utility of the
permit to proce,-4 with due diligence and in good faith after its acceptance, with conatrucuon work hereunder.
Shall subject this permit to concelahon as herein provided
15 The Utility 014d945 that Performance Of routine cutting and trimming work will be accompbahod is such a munner
that the roadside appeatance will not be disfigured When major work is involved. of damage to roadside
appearance may become significant the holder shall secure the approval of the Department in advance of the
wilt
x...rna;�IFwI
DOT
T'dft ...ND,eq.^:g.t. • SPECIAL PROVISIONS FOR
ata�.retnWwaMT..^yMNIN1 PERMITS AND FRANCHISES
ParmltAWAN" No. 1081
APPlicabls provisions ars Asnoted by :Xl
1. No work orowMd for noun truth M gnormed um.,Me Unlny n gyolftl piMnunm by me Dlpfnmfnl'f r.pr,wnunw
Name: Send correspondence to:
Trtfe District Utilities Engineer
AIMtMS. P.O. BOX C-81410, Seattle, MA 98108
Tefgohone No.: For preconstruction conference call! Mr. Jim Olson, 872-6470
J� 7. Na to iM Deq,nnup of<enrtruttroq a orwoMWctmn cenlermef,n41 b nteo at wnsn me pYgnmMl tM the V1rhSV and nn nlq,nwr,
y contytidr,pM rn4Mttor fM11 q pratA.r
ay ]. Sneuly tM Utniry enowf In q,form me wo.k ou4rnm narun alto otMr IMn Ib own brtw,a rtp.fffneauw of tM Ubinv tqu q plant
N 41 nmw vMM,M.11hiollcn'I.,low. ,".01h.."awHtl to Dv Ma OfgmMm.All,on...hN h IM Ocpmtmem told
111!1h11dY'A ConirKtol f1141 0f InrNw tnf rfprOmnik4ve of iDe Utrl,ty WMm tly V4ptY crrogef to grfo,Ine west witty,tf oWn
lerem,,t maY e1Kl Io fpppmt OM of r4 1nr!pIOYMf MgfrW m IM tM,rhf'uoh w ih rprmflr4bw,FMluy to C
N"h M wTh""i for yam„hol MY funn1.11,pV r,
She UOS1Y mlMn tM r amply wln Inn Promon
sty gnlal.way.unlll iNd rfyynamknl mf1.
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h,I.n,.nw rod N.,Nho a rinmmym aK
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DOT
wtvntnlf w> Pryel
BXNIBIT "A"
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ire vl.,D was nP<PI P.N. EXHIBIT rrAr
•ONOD\l +
SPECIAL PROVISIONS FOR PERMITS AN0 FRANCHISES (continued)
31. In lieu of a surety bond to ensure compliance with the terms and conditions of this
permit the City of Renton agrees that the Department may effect reimhursement of
the amount necessary to restore the highway from the monthly fuel tax allotments
which the City of Renton is nomally entitled to receive from the Motor Vehicle
Fund, and in accordance with RCw 74.08.090.
32. Construction of this facility will not be permitted from the through traffic road-
ways, shoulders or ramps of SR 405. All access during construction shall be from
outside the State right-of-way.
33. The limited access fence must remain in place or temporarily enclose the irk area
at all times to prevent access to the highway right-of-way.
34. All slopes must be seeded and protected from Prosion until vegetation is re-
-established.
35. The moisture content of the backf ill material at the time of compaction and the
maximum compacted density for trenched construction shall be as specified by the
Department. in no case will "water settling" be allowed.
36. All excavations and/or equipment on the right-of-way shall be separated trim traf-
fic by traffic barriers, subject to review by the Department prior to the start of
construction.
37. The permit holder shall be required to maintain traffic at all times, no lanes or
ramps shall be allowed closed.
38. Special provision rio. 31 shall remain in effect a minimum of 1 year after com-
pletion of construction, or until it is determined to the satisfaction of the
Department that no damage to the State right-of-way will occur, whichever is
greater.
39, Extreme caution shall he taker, when working in the vicinity of the State drainage,
irrigation and electr`cal facilities.
40. Shoring and dewater'ng plans shall be reviewed and approved by the Department prior
to the start of construction, including boring pit size, profile r,lation and
proximity to the right-of-way.
41. The permit holder shall construct a protection concrete slab with a minimum 6 inch
thickness, formed in place and shielding the 18 inch casing material below the bot-
tom of the ditch as shown on Exhibit "C", page 1. All work shall be completed as
directed by the Department representative.
PERMIT 10813 Page 3 EXHIBIT "A"
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IB'T B _ -
'�AmPa•/y amat M.P Nr4a Q L -i ' t .
PERMIT
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_ 1 J irrr PCRwT NJ 10813
PAGE
e11 u, H Nion
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M kM Nil II rkN 1'
Lo.rrnor. 1� 4a�..
uth��;l�u�rcx 1�;���hi�hrvul�
July ?6, 1984
City of Renton
200 Mill Avenue South
Renton, Washington 98055
Attention: Ronald L. Olsen
SR 405 CS 1743
Jct. SSH No. 2-4 to Jct. PSH No. 2
City of Renton
Permit 10813
Gentlemen:
In response to your requ( are enclosing the original and copy of the permit.
Please sign in the spaces provided. You are to retain the original and return
the supplied copy with uriginal signatures.
No work is authorized until this office receives the copy.
Please call Mr. Jim Olson, 872-6470, to arrange a preconstruction conference
Prior to "on site- construction.
Very truly yours,
#ROA! ARWIME, P.E.
District Utilities Engineer
JWJ:ss
Attach.
I111 psa r 1
;Ilnitl 916
Renton City Council
6/10/85 Page four
Consent Agenda continued
Final Approval of Public Works/Utility Engineering 80-84,
Raymond Avenue Raymond Avenue SW 12-inch Water in Crossimittedng
CAG 01-405
Watermair and r ma Crossing of I-405 (W-713);
CAG 080-84 guested approval of the project, authorization for
final Pay estimate in the amount of $4,392.06, commencement
of 30-day lien period, and release of retained amount of
$2,242.75 to Grant Construction Company if all required
releases have been received (total construction cost:
$48,488.26). Council concur,
Final Approval Public Works/Engineering
of Garden Avenue Garden Avenue North Street Improve submitted CAG 040-84,
I mprovemer is requested • roval of Improvements (LID ;28); and
CA(LIG
40-8 Pay estimate D in the amountpOfJ$11.242 9,authorization commencementfinal
o 1
CAG 040-84 30-day lien period, and release of retained amount of
$23,97E 36 to Gary Merlin Construction Company if #11
required releases have been received (total construction
cost: S480,922.14). Council co^cur,
Consent Agenda
Approved MOVED By 0.ESD, SECONDED CLYME 0., COUNCIL ADOPT THE CONSENT
A
AGENDA AS PRESENTED. CARRIED.
IED.
CORRESPONDENCE Letter was read from Elsie Chissus, 2313 NE 9th Place, Renton,
Spring Clean-Up thanking the City for the S rim Program senior citizens a "lift" in P clean-up Program, which gives
Own, homes. i anab ling them to maintain their
OLD BUSINESS Transportation Committee man M Chair
Transportation recommending concurrence in [ staff Presented a treport
m"C° lttee accept the rate of S0.12 r
Boeing Lease term for lease rate at RenntonsMunicipal Airpoot for rt
five-year
LAG 877-65 Boeing Company (LAG 877-65) for the 1 p [ b The
Y
effective 6/1/85. Also a0 Period,
so recommended wass referral of the
lease agreement to the Mayor and City Clerk for execution,
MOVED By MATHEWS, SECONDED BY TRH ICIL CONCUR IN THE
COMMITTEE REPORT. CARRIED.
Master Plan Transportation (Aviation) Committee Chairman Mathews presented
Update a report recommendinq approval of
PubI is Works Department to approve the recommendation of the
Agreement contract for the first the proposed Letter of
an
update, and authorize the Ma ortond CetvfClerk the Mtot signer )the
contract. The first phase Inc udesT preparation of scope of
work only, MOVED BY MATHEWS, SECONDED BY TRIMM, COUNCIL
CONCUR IN THE COMMITTEE REPORT. CARRIED.
Aero-Paint Systems For information onl
Lease Assignments Aero-Paint Systems to Voico Transfer
andase LAGass 02'73, Aero-paimt73.
gnment LAG
Table! Systems to '28
9 East Perimeter Road, Inc." have been copied
Pending receipt of further information.
Renton Municipal ..1�0 arman Math-
Airport Water YYVV Chi ws reported that the bid award for the Renton
Municipal
for request-b_yrtr i ow System Improvements
System Did Award held it Project is being
Inc. to be released because of a bidbidder, aerror.es Construction,
traffic Signal Councilman
2nd and Burnett Clymer recalled when the Central Business District
was beautified in the early 1970's, Council adopted several
Policies governing signing which resulted in removal of costly
Signs In certain instances because they did not crmply with
standards for size and design. He expressed great concern
regarding recent installation of traffic control devices on
S. 2nd Street and Burnett Avenue which do not comply with
established Council Sign Coda policle s, and felt they should be
the matter Mayor Shinpoch indicated her and
to investigate
communit St ry ices Comm Munity Services Committee Chairman
Dmmittee report rw vTewood Golf o^+^entling that theKeclke• presented a
ec
Ma five-year contract with Fayrway
Course Tee Sig+s Advertising, Inc. for provision of tee signs at MOPlawood
Golf Course be approved subject to review and approval by
the City Attorney. The contract specifies that Payrway
Advertising, Inc. will Provide tee signs
at no to t
City- Each sign will have on advertising platecwhich will
Renton City COun•il
6/10/85 Page three
Public Meaning continued
Dochnahl 754 review required for any subsequent development or redevelopment
Annexation/ of the site; at the time of future development or redevelopment,
Bales-Denton all parcels along NE 4th Street shall contribute on a front.
Rezone R-105-84 footage basis towards the cost of necessary road improvements
including signalization, channelization, and restriping. The
same formula will apply to owners with frontage along 136th SE;
access to parcel 1 shall only be by 136th Avenue SE at the
time of future development or redevelopment; primary access to
parcel 2 off o, 136th Avenue SE with secondary access, if desired,
to WE 4th Street requ;red by joint agreement with parcel 3;
and dedication of the easterly 30 feet of parcel 4 for
widening of Duvall Avenue WE.
Continued City Attorney Warren reviewed Council authority to modify
or reve-se the Hearing Examiner's recommend.tion on a rezone,
and based upon testimony at the public hearing held 5/6/85,
modification of the Heeling Examiner's conditions was found
to be necessary,
Continued David Sitzman, 13024 SE 72nd Place, Renton, concurred in the
revised conditions on behalf of the applicants for the rezone.
Councilmembers expressed concern regarding covenants requi�;,g
Participation in a future LID since the burden is shifted
to future owners; and received confirmation that banks and real
estate offices are allowable in the 0-P zone, and G-1 (General)
ciassification would be applied to annexed areas not included
in the rezone requests at this time. MOVED By STREDICKE,
SECONDED BY REED, COUNCIL CLOSE THE PUBLIC HEARING, CARRIED.
MOVED BY REED, SECONDED By KEOLKER, COUNCIL ACCEPT THE
ANNEXATION PROPOSAL, ACCEPT THE STAFF RECOMMENDATION FOR
MODIFICATION OF THE HEARING EXAMINER'S REPORT, AND REFER THE
ANNEXATION TO POLICY DEVELOPMENT DEPARTMENT AND THE REZONE
TD WAYS AND MEAN$ COMMITTEE. CARRIED.
CONSENT AGENOA Items on the Consent Agenda arc adopted by one motion which
follows the listing;
Merton Claim Claim for damages in the amount cf S98.9S filed by Henry Ronald
for Damages Merton, 10802 SE Ib4th Street, Renton, slle L.
to ti
and rims and loss of hubcaps resuired from hittingmage chuckhole res
on south side of S. 29th Street, 103 feet east of Benson
Highway on 5/29/85• Refer to City Attorney 6 insurance service.
Topless Dancing City Attorney requested legislatio+ regulating 9 Peep shows and
topless dancing establishments net Baled upon adoption of
Cabaret Ordinance. Refer to Ways and Means Committee.
1985 Mousing and Parks/Housing and Community Development Department requested
Community appropriation of 1985 Housing and Community Development Block
Development Block Grants available on July 1st: Highlands Neighborhood Center
Grant Program Rehabilitation ($72,352); Housing Assistance Program ($74.381);
North Highlands Walkways (S13,578); North Highlands Neighborhood
-enter Rehabilitation ($14,634); Senior Services Program
($17.347); RAMSC Clothing Bank Support ($3,120); Planning and
Administration (S35.910); Joint Rental Rehabilitation Program
(S32.444); and RAMSC Elevator ($39.321). An additional
$3,539 entitlement increase will be awarded to the Pedestrian
Corridor Project to Complete the work. Refer to Ways and
Means Com, ,tee.
Sale of Alcohol Parks 0e13artment requested revision to Code Section 6-1201 to
at Maplewood Golf allow sale of alcoholic beverages at Ma0twood Golf Course
Course by concessionaire as per contract agreement. Refer to WdYa
and Means Committee.
One Valley Place Public Works Department requested release of easement located
Release of ;- roadwav adjacent to One Valley Place developme-t near
Easement Valley Medical Centel; housekeeping measure. Refe to
Utilities Committee.
Urban Arterial Public Works Depa•tront requested Council review of proposal
Tust Fu-d, by Washington State Transportation Commission to change the
local agency match for Urban Arterial Trust Funds from 10't
to 204. Refer to Transportation Committee.
Renton City Council
6/10/85 Page four
Consent Agenda continued
Final Approval Of Public Yorks/Utility Engineering submitted CAG 080-84.
Raymond Avenue Raymond Avenue SW 12-inch Waterma in Crossing of 1-405 (W-712);
Waterma in and requested approval of the project, authorization for
CAG 080-84 final pay estimate in the amount of $4,392.06, commencement
of 30-day lien period, and release of retained amowrt of
S2,242.75 to Grant Construction Company if all required
releases have been received (total construction cost:
S48,488.26). Council concur,
Final Approval Public Works/Engineering Department Submitted CAG 040-84,
of Garden Avenue Garden Avenue North Street Improvements (LID 328); and
Improvements requested approval of the project, authorization for final
(LID 328) pay estimate in ,he amount of $11,242.79, commencement of
CAG O40-B4 30-day lien period, and release of retained amount of
$23,976.36 to Gary Merlino Construction Company if all
required releases have been received (total construction
cost: $480.921.14). Council concur.
Consent Agenda MOVED By REED, SECONDED BY CLYMER. COUNCIL ADOPT THE Approved AGENDA AS PRESENTED. CARRIED. CONSENT
CORRESPONDENCE Letter was read from Elsie Chissus, 2313 NE 9th Place, Renton,
,prang Clean-Up thanking the City fo• the spring clear-up program, which gives
Program senior citizens a "lift" in enabling [hem to maintain their
own homes.
OLD BUSINESS Transportation Commit-ee Chairman Mathews presented a report
Transportation recommending concurrence in the staff recommendation ter
Committee accept the rate of $0.12 per square foot for a five-yea-
Boeing Lease term for lease rate at Renton Municipal Airport by The
LAG 877-65 Boeinq Company (LAG 87?-65) for the 1985-1990 period,
effective 6/1/85• Also recommended was referral of the
lease agreement to the Mayor and City Clerk for execution.
MOPED BY MATHEWS, SECONDED By TRIMM, COUNCIL CONCUR IN THE
COMMITTEE REPORT. CARRIED.
Haste, Plan Transportation (Aviation) Committee Chairman Mathews presented
Update a report recommending approval of the recommendation of the
Public Works Department to approve the proposed Letter of
Agreement contract for the first phase of the Master Plan
update, and authorize the Mayor and Clty Clerk to sign the
contract. The first phase inq udesT preparation of scope of
work only. MOVED By MATHEWS, SECONDED BY TRIMM, COUNCIL
CONCUR IN THE COMMITTEE REPORT. CARRIED.
Aero-Paint Systems For information only: Transfer of Lease Assignments Aero-Paint Systems to Voice, assignment LAG 02-73,
n Inc. and LAG 02-73, Ae -Paint
Tabled Systems to "269 ro
East Perimeter Road, Inc." have been tabled
n pending receipt of further information.
Renton Municipal ..I,1� Chairman Mathews repn'ted that the bid award for the Renton
Airport Water V`� Municipal Airport Water System Improvements Project is being
System Bid Award hold due to request by low bidder, Bay Cities Construction,
Inc. to be released because of a bid error,
Traffic Signal Councilman Clymer recalled he, the Central Business District
2nd and Burnett was beautified in the early 1970's, Council adopted several
policies governing signing which resulted in removal of costly
signs In certain instances because they did not comply with
standards for size and design. He expressed great concern
regarding recent installation of traffic control devices on
S. 2nd Street and Burnett Avenue which do net comply will
established Council Sign Coda policies, ang felt they should be
removed. Mayor $hlnpoch Indicated her intent to investigate
the matter.
C omnun tv Se-��ces Community Services Carittae Chairman Keolker
Commit tea report regOmmend in presented a
Maplewood Golf g that the five-year contract with Fayrway
p Advertising, Inc. for provision of tee signs at Maplewood
Course Tee Signs Golf Course be approved subject to review and approval by
the City Attorney, The contract specifies that Fayrway
Advertising, Inc, will provide tee signs at no cost to the
City, Each sign will have an advertising plate which will
l Sri
pF RE,
PUBLIC WORKS DEPARTMENT
_ DESIGN/UTILITY ENGINEERING 0 :35 '631
arY p
7! MUNICIPAL BUILDING 300OLLAVC SO RENTON,WASH 9e055
b
P
.0 SEPTE
BARBARA Y. SHINPOCH
MAYOR
May 1, 1984
Department of Transportation
District No. 1
6431 Corson Ave. S.
C-81410
Seattle, WA 98108
Attention: Mr. Roy A. Arwine, P.E.
District Utilities Engineer
Re: SR-405 - CS 1743
SR 181 to SR 169 - Renton
Permit No. 10813
Gentlemen:
The City has reviewed your request for us to lower the casing
and main to meet your specifications and at this time requests
a variance to meet special conditions.
They are as follows:
1. On the south side of SR 405 the new watermain must meet
an existing main that is 35 feet deep.
2. The requirement of 5 feet of depth under the drainage
ditch would be next to impossible to meet. The overall
depth of the watermain would be too deep for installa-
tion because of ground water conditions and i, ,tall3tion
costs, as well as for maintenance of the watenmain.
In closing, the City would be more than glad to add the concrete
block "casing shield" at the bottom of the drainage ditch as you
have suggested and shown on the sketch W-712, in lieu of lower-
ing the casing.
If you have any questions, please contact this office.
Very truly yours,
Ronald L. Olsen
Utility Engineer
:Jft
Kxa.yvFu�•w :, . ..�wl. .,w.
DEPARTMENT Of 1 RANSP( R I N I K)\
.Rq r.911nPn: 1P^+nnJln. • I MI'I v... hr . !' • ..
April 27, 1984
City of Renton D Inau..a r,
200 Mill Avenue South "-;' 4
Renton, Washington 98055 ®Clio II;I
Attention: Ron Olson
SR 405 CS 17 R 2 8 1A84
SR 181 to SR 184
Renton
Permit 10813
Gentlemen:
On August 17. 1983 and again on December 21, 1983 letters were sent to you
regarding the placement of a water main crossing SR 405. To date we have not
received a reply. If we do not receive the requested justification and design
information by May 10, 1984 the permit application will be cancelled.
Contact Mr. Tim Wicks, 233-2349, if additional information is necessary.
Very truly you��r.s,_"..����
RUY (A. ARWINE, P.E.
District Utilities Engineer
TCW:ss
August 17, 1983
City of Renton
201 Hill Avenue South
Rantuu, Washington 98055
Attention: gill Kullberry
SR 405 CS 1743
Jct. SSN No. 2-tt to Jct. PSH No.
Penton
Permit 10813
Gentlemen:
0n June 16, 1,183 your engineering department was contacted requesting a revision
of profile for the proposed 12 inch water pain crossing, with easing, or a justi-
fication that a profile change is not feasible for the project.
If the ninLrur, clearance measured fro" the top of the using cannot be satisfied
within the area passim below the botto; of the ditch there rust be verification
it. writing. Hiniesua requirements for av, type of carrier with casing are shown
on the attached these.
Please submit your response so we may continue the permit processing.
Contact Hr. Jtn Johnson, 233-2351, if additional infomation is needed.
Very truly yours.
RUY A. AR.141. P.E.
District Utilities Engineer
JNJ:ss
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AJ1' A. Ake ]KE, D.E.
District Utilities Engineer
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ENGINEERING SPECIFICATIONS
21, Fire Hydrants - Continued
hydrant to the gate valve, gravel dry well, 6 inch gate valve
and valve box and fittings. Excavation shall be paid for under
its respective bid item. The main tee shall be included in the
lump sum bid for fittings and accessories.
22. STATE HIGHWAY CROSSING
One State highway crossing within the corporate limits of the
City of Toppenish will be required as a part of this project.
Installation shall be by jacking or angering only.
The casing pipe to be jacked or augered under the highway shall
be smooth steel, bare pipe, 30 inch O.D. size, 0.375 inch wall
thickness, and comply with AWWA Specification C 200, with a minimum
steel yield of 35,000 psi. Joints shall be welded.
Boring or augering excavation must not exceed the outside
diameter of the pipe being jacked.
No excavation shall be made within six (6) feet of the edge of the
highway shoulders. No open uncovered trenches or jacking pits
on the highway right-of-way will be permitted overnight, or on
weekends or holidays. If trenches are to be left open during
these periods, they shall be covered with timbers or other
suitable material, capable of supporting highway traffic.
The area shall be signed and barricaded in compliance with the
Manual on Uniform Traffic Control Devices.
Shoring or cribbing of jacking or augering pits shall be of
sufficient strength to withstand highway loadings and
vibrations.
Wart shall be restricted to the hours between 8:00 a.m. and
5:00 p.m. and no work shall be allowed on the right-of-way
Saturdays, Sundays, or holidays, unless otherwise authorized by
the Engineer in writing.
The lump sum price bid for State Highway crossing shall include
all costs incurred in making the highway crossir.,A as specified
herein and shown on the plans, including jacking or augering costs,
compaction of backfill, traffic control and protection, restor-
ation of shoulders, pavement and other improvements, and cleanup.
Tile steel carrying pipe will be furnished under this bid item.
The cost of furnishing and installing water and force main shall
be paid for under their respective bid items.
53
01 0 •
4
price for each fitting as set forth in the Proposal.
The unit price shall constitute full payment for fab-
.y ricatinq and inst..11ing the tee fitting including
all plugs, caps, or adaptors that may be required to
test the sewer or connect to side sewers. The sewer
` pipe section of the tee fitting will be measured with
r, and paid for in the item, Section 600 GRAVITY SEWER
PIPE.
-4
!'f .015 PORED UNDERCROSSINGS. Payment for the crossings will
be based upon the lump sum price stated in the Con-
tractor's Proposal for each crossing. Payment on the
71 lump sum basis shall constitute full compensation to
the Contractor for all labor and materials and all
�4 equipment required to complete the installation, within
.J
the limits shown, including connection to the sewer
system. No additional payment for trench excavation
and backfill, for furnishing and placing sewer pipe, or
for any other items will be made within the limits
-1 of the crossings as shown on the Plans. Payment by the
Contractor for any service:• ,rovided by the permitter
n
shall also be included in this item.
Should the limits of any crossing be increased or de-
creased for any reason during construction, the lump
sum payment for the crossing shall be adjusted accord-
ingly
on the basis of the cost
per linear foot obeainud
by dividing the lump sum bid by the bid length.
®9
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• ,•'ram,. u ` I
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/Nov 5' CCE..Cf NCE i
IO OAMMENI
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Of JACKED IN COAPP$t 5AMO 4N1J
;'•A. 0�25 3EFJ[!O WlrN I?" I
'Gt. C. JsSING DETAIL
stem, Mupport -system, removal and msPCft o' existing pipe it necessary,
com_ stilling pipe, sidesewer tees,badll, bedding, filter fabric,compac-
an. tion, flushing, testing, restoration and clean-up, utility protection,
restoration,and relocation, maintenance of all storm and sewage
Clow, and other miscellaneous items as shown or Specified. Measure-
ER ment for Payment will be per linear fact of pipe installed and Shall
be field mr cured to the nearest tenth of a foot along the horizontal
centerline of the pipe installed from center of manhole to center
iron of manhole.
uip-
P. BID ITEM 16 - INSTALLATION CF 10-INCH SOR-35 PVC SEWER
PIPE
hing,
Item description and measurement for payment for this item shall
ether be the same as for Bid Item No. 15 except that it applies to 10-inch-
yment diameter pipe.
sd
the O. BID ITEM 17 -INSTALLATION OF 12-INCH SDR-35 PVC SEWER
PIPE
VU Item description and measurement for payment for this item shall
be the same as for Bid Item Nd 15 except that it applies to 12-inch-
all
diameter pipe.
'nc" R. BID ITEM 18 -INSTALLATION OF 20-INCH I.D.STEEL CASING
PIPE
The unit price per linear foot for 20-inch steel casing in place, shall
be full payment for all work, including labor, equipn.ent, materials,
yment dewatering, trench support system,placement of casing i disposal,
h 9 ,Per
� cutting, welding,lighting, send backfillinq, grouting, pipe, backf ill
Sal and bedding,restoration of ditches, pavements, shoulders and surfaces
9, to their original condition. The unit price bid shall include the cost
ility of the carrier pipe, and all miscellaneous items required to comply
n- with the OWNERS requirements and conditions. Carrier pipe shall
uired. be defined as the section of mainline sewer running inside of the
izontsl cast^,i pipe. Measurement for payment shall be per linear foot of
a the pipe installed and shall be measured to the nearest foot.
earast
17
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";� StATrcE wiKJ/, 5$/Gji --��.. ai lawor CasP
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• . 44EYPYEnt ���m.rsuaw cuor is�. v4 , n
August 17, 194
City of Re..tetl
2JJ Hill Avenue Soutn
Rentwr, Washiniton 9JObb
Attention: bill iul)oery
SR 405 CS 1743
Jct. SSH !lo. 2-!: to Jct. PSN No. 2
Renton
Panat 10813
5entlenen:
On June 14, L J your enyineeri% department was contacted reau,•cting a revision
Of profile for the proposeG 12 inch water ruin crossing, with caslo,. or a justi-
fiea.iun tw;L a pritile e!,anit is not feasi-•lc for the project.
It trm nlnLmi clearance rreasum: froi t4t� t%. of the casing cannvt be satisfied
within the art4 Passin; bcloe the botto. of the ditch there rust be verification
it. writing. Pinitwr; re;Oirvr".ts for a2- typt of carrier with casing are sham
un tire Atuchad sheet.
Please subnit your responst so we nay continue the ;rrnit processing.
Contact Nr. Jim Johnson, 2J8-2J51, 1f audition,) infonzation is needed.
Very truly yours,
Puy A. ,4R;:IRE, G.E.
Dis•rict Utilities Engineer
"J:ss
UNDERGROUND urluTY ENCROACHMENT
iP/W Acceptable Deviation• A
aeptablt
O '�ec
40N6/T4,D/NAL DETAIL w_O
+USab/e shoulders *a"Uniform /iynmeM amy
All *Wfic ranee "a as near a: Pa:f'cob/e
Medians to Me right-of-way line."
c
v c
--- Carrier Pipe Ceting
CROSSING DETAIL
NOTES:
Drains, if needed, should
connect to a suitable
drainage course.
Casing Pipes should be
sealed and vented near
R/W line if required. 1
-12-
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August 17, 1983
NECE'J� '
AUG 1
City of Renton
2UO Mill Avenue South
Renton, Washington 98055
Attention: bill rullberg
SR 405 CS 1743
Jct. SSH No. 2-M to Jct. PSH No. 2
Renton
Permit 10813
Gentlemen:
On June 16, 1983 your engineering department was contacted requesting a revision
of profile for the proposed I,' inch water main crossing, with casing, or a ,justi-
fication that a profile change is not feasible for the project.
If the minimur clearance measured from the top of the casing cannot be satisfied
within the area passing below the bottom of the ditch there rust be verification
in writing. Minimun requirenects for any type of carrier with casing are shown
un the attached sheet.,
please Submit your response so we may continue the permit processing.
Contact Mr. I'm Johnson, 233-2351 . if additional information is needed.
Very truly yours,
ROY R, ARW INE, P.E.
District Utilities Engineer
JWJ:ss
UNDERGROUND UTILITY ENCROACHMENT
R/W Accepfable Devlafan a Acceptable *0 N/W
N
SIDE CONNECTION TY:
LONGITUDINAL DETAIL wO
OUaeb/e shoulders **"Uniform aliynmenf end
All lrrffic lance grade as near as pr�ct/caNe
~ons fo the r,ght•cf-u.Ny Ima."
I
Carder pipe Casing
CROSSING DETAIL
NOTES:
Jruns, ,f needed, should
Connect fo a aurfable
dramaq curse
Casing P, • should be
sealed and r4110ed near
RIW line if required
-20-
• RECEIPT e 23716
DEPARTMENT OFwTRAMNNSGOTION NVMRR
RECEIVED FROM I-/T1r Oh /2LA,7uA1 _DATE 7/ 3
ADDRESS zoo MILL AV- ` 007-0 /Y4CAMIA.' WA. '/.:
PAYMENT MADE Q7._
fk tC ,D0.AFT OR A
CASH [3.,.W 'N7 NUMEEP 4 7 P O.MONEY ORDER NO P,O.
AMOUNT
IN PAYMENT OF ERPtwNATIONi _—
(3q��c- vV,Fk HrAr) FFr_ G,'4 0t A2rH /A AV
V,:i Sd 4U"` �KA�r>rc:N/� Avg. S.e% yrGiAllr)l
RYC/
,glF<•NO Pw`fOP1 - - _ - EAN!NO -. •'.>_
SEE RErERSE SOE fvR N$IRVi IONS " •"' "'
APR.IGTIOiI FOR FRAIICRf86 OR Ron
WASMIQT011 STATE RIOM Y COMMISSI011
Department of RigM,ys
District No. 1
6431 Corson Ave. South
Seattle, Washington 98108
Oemtlemea:
Application is hereby made for a Permit yo constrict, operate and melmtalm
a 12" Matermain
upon (across) a portion of SR 405 in King 7m YamhimgIM,
described as follows:
A 12" watermain in an 18" SO easing at approximate Sta. 162+00.
The following paragraph shall apply to utility fta.:hises and permits only:
Fees in the amount of $ 35 m are paid herewith according to Washington State
Righway Resolution No. 222r. —
Cit of Renton , the undersigned, submits
N app Seatlon and accepts the conditions as get forth above.
Dated this -y-L—dyr of —..j1 aw x
Address: City of Renton
200 Mill Avenue South
Renton MA 98055
Richard C. Houghton
Public Works Director
D-1.F. 3.7.15 .(7/30/70) iu
(Supersedes D.I.F. 3.7.15 (3/12/70)
(Mp Fare 224-702)
Cirr of Rtlarroir 4167
CM rmawsumaR•m CHOW l
Jar, to 10-11Mwahms
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�.wrrvw .i Washington State Riahway Commission $ 35.00
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EO SEPTE
BARBARA Y. SNINPOCH October 22, 1982
MAYOR
Yr. Ken 1. Oyler
P.O. Box 2258
Renton GA 98056
Subject: Raymond Avenue South (#405 Highway Crossing)
Dear Ken:
ALI i n,rewith Sa a copy of your mew dating October ), 1982.
)L. vour authorization to proceed with alignment and topography survey
for -cee 01 on the aforementioned mew. The cost is not to exceed $1.005
plus tax.
If you have any questions on the above, please contact this office.
Very truly yours,
Ronald L. Olsen
Utility Engineer
:ckd
Attachment
Ravmond Ave. S.W.-Crossing of T-405 1 T
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DESIGN:UTILITY ENGINEERING 0 235-2631
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P
r0 se ot6W'0b INTER-OFFICE MEMORANDUM
BARBAPe Y. SHINPOCH
MAYOR
Date: September 15, 1982
To: Richard Houghton, Public Works Director
From: Bob ;ergstrom, Engineering Supervisor
Subject: Survey Work for Water System Improvements
Dick, as yoi know, we ve been pushing our own survey crews to
overtime ani using Design Staff to cover the L.I.D. 314 project.
Ron Olsen his two small jobs we would like to get out to bid
this late fill which require survey and topographic plotting:
1. St-405 - Raymond Ave. S.W. - Boring and 12" main.
2. S 26th and Benson Road - PRV Vault and piping work
GI serve the Talbot Hill.
Because of .he recent state decision that land surveying is
defined as ., non-professional service, and these two projects
are both sm, 11, much less than bid limits and can be obtained
through a Plrchase Order, I would request your approval obtained
hire
Ken Oyler, F .L.S. for this work.
REB:jft
Approved:
AWARDED Contract No CAG o. -
TO
+ +
BID PROPOSAL
AND SPECIFICATIONS
WATER PROJECT NO.
W712
RAYMOND AVE. SW. — 12 INCH
WATERMAIN CROSSING OF 1 — 405
CITY Of RENTON
PUBLIC WORKS DEPARTMENT
MUNKIVAI WADING. 200 MRL AVE 5
FFN20N, "SN. "055 • 1061 205 2651
CONTACT; RON OLSEN
235 — 2631
CITY OF RENTON
BID PROPOSAL AND SPECIFICATIONS
RAYMOND AVENUE S.W. 12"
WATERMAIN CROSS;NG OF 1-405 - W-712
WATER PROJECT NO. W-712
INDEX
PAGE
TITLE PAGE
INDEX
SCOPE OF WORK
"ICINITY MAP
CA:.L FOR BIDS
INSTRUCTIONS TO BIDDERS
SUMMARY OF FAIR PRACTICES/CITY OF RENTON
'CERTIFICATION BY PROPOSED CONTRACTORISUB-CONTRAfTOR,'
SUPPLIER/REF. EEO
*MINORITY AND WOMEN'S BUSINESS ENTERPRISE PARTICIPATION
'CERTIFICATION OF EEO
`CERTIFICATION OF BIDDER'S AFFIRMATIVE ACTION PLAN
*NDN-COLLUSION AFFIDAVIT
*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 REPORT SAMPLE FORM AND „STRUCTIONS
ENVIRONMENTAL REGULATION LISTING
HOURLY MINIMUM WAGE RATES
SPECIAL PROVISIONS
TECHNICAL PROVIgqSISSONSrr
PRDNJECTOPLDA SI(AiTRCHED�FLICABLE)
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 ESTABLISHING THIS AUTHORITY
MUST BE ATTACHED TO THE BID DOCUMENT.
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
RENTON, WASHINGTON 98055
!
CITY OF RENTON
! BID PROPOSAL AND SPECIFICATIONS
RAYMOND AVENUE S.W. 12"
WATERMAIN CROSSING OF 1-405 - W-71Z
WATER PROJECT 40. W-712
INDEX
! PA,E
TITLE PAGE
! 'NDEX
SCOPE OF WORK
VICINITY MAP
CALL FOR BIDS
INSTRUCTIONS TO RIDDERS
SUMMARY OF FAIR PRACTICES/CITY OF RENTON
1 'CERTIFICATION BY PROPOSED CONTRACTORISUB-CONTRACTOR%
SUPPLIER/REF. EEO
'MINORITY A40 WOMEN'S BUSINESS ENTERPRISE PARTICIPATION
'CERTIFICATION OF EEO
! 'CERTIFICATION OF BIDDER'S AFFIRMATIVE ACTION PLAN
•NON-COLLUSION AFFIDAVIT
�ITIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER
! .SIMUM WAGE FORM
'n10 BOND FORM
'PROPOSAL
*SCHEDULE OF PRICES
BONG TO THE CITY OF RENTON
CDNTRACT AGREEMENT (OTHER THAN ;EOENAL AID FHWA)
'EEO COMPLIANCE REPORT SAMPLE FORM AND INSTRUCTIONS
! ENVIRONMENTAL REGULATION LISTING
HOURLY MINIMUM WAGE RATES
1 SPECIAL PROVISIONS
TECHNICAL PROVISIONS
PROJOppOPDRRAWINpTAH EDpp
PLICABLE)E
!
! DOCUMENTS MARKED • ABOVE MUST RE EXECUTED BY THE CONTRACTOR, PRESIDENT AND
VICE-PRESIDENT OR SECRETARY IF CORPORATION BY-LAMS PERMIT. ALL PAGES MUST
RE S16NED. IN EVENT ANOTHER PERSON HAS BEEN DULY AUTHORIZED TO EXECUTE
CONTRACTS. A COPY OF THE CORPORATION MINUTES ESTABLISHING THIS AUTHORITY
MUST BE ATTACHED TO THE BID DOCUMENT,
! CITY MF RENTON
PUBLIC WORKS DEPARTMENT
RENTON, WASHINGTON 48055
!
CITY OF RENTON
WATER PROJECT NO. 712
SCOPE OF WORK
THE WORK INVOLVED UNDER THE TERMS OF THIS CONTRACT
CONSTRUCTION AND INSTALLATION OF A 12-INCH DI
IRON WATER MAIN WITH ALL APPURTENANCES
CONSISTS OF THE
THE PLANS THE
PROJECT IS A NEW URTENAN.ES AS SHOWNDIAMETER, CLASS 52 DUCTILE
THE
CASED, WATER MAIN CROSSING DERNINTERSTATE 1-405.
INGS,IOBACKFILL ANC LUBMP E' BUTNOTIBE LIMITED T0,EKISifNG SYSTEM CONNECTIONS, NSTALLATION OF THEWATION, Rpgp ITTING UNIMPROVED AREAS. COMPLETE RESTORATIONEOFATER MAIN, FITTINGS,
AL:. fMPR0YE0 AND
CITY OF pEN7ON 1
44,O1"Ca"Ni OIPNN,N[Nr
VICINlry MAa j �1
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AKt
1YAT111NGTON L \� �
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INSTRUCTIONS TO BIDDERS
1, Sealed bids for this proposal will be received by the City of Renton at the
Office of the Renton City Clerk, Renton City Nall, until 2:30 O'clock p.m.,
on the date specified in the Call for Bids.
' At this time the bids will be publicly opened and read, after which the
bids will be considered and the award made as early as practicable.
' No proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted o� the forms attached hereto.
2.
The work to be done is Shown on the plans. Quantities are understood to
ce 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 kJ or to eliminate portions of that work as deemed necessary.
3. Plans may be examined and copies obtained at the Public Works Department
Office. Bidders shall satisfy themselves as to the local conditions by
inspection of the site.
4. The bid price for any item must Include the performance of all work
necessary for completion of that item as described in the specifications.
5. The bid price shall be stated in terms of the units indicated and as to a
' total amount. In the event of errors, the unit price b:d will govern.
Illegible figures will invalidate the bid.
6. The right Is reserved to reject any and/or all bids and to waive
Inform-alities if it is deemed advantageous to the City to do so.
7. A certified check or satisfactory bid bond made payable without reservation
to the Director of Finance of the City of Renton in an amount not less than
5% of the total amount of the bid shall accompany each bid proposal. Checks
will be returned to unsuccessful bidders immediately following the decision
N as to award of contract. The check of the successful bidder will be
returned provided he enters into a contract and furnishes a satisfactory
Performance bond covering the full amount of the work within ten days after
receipt of notice of intention to award contract. Should he fail, or refuse
1 to do so, the check shall be forfeited to the City of Renton as liquidated
damage for such failure.
' B. All bids must be self-explanatory. No opportunity will be 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 and practical ability to satisfactorily perform the work.
' 10. Payment for this work will be made in Cash Warrants,
' Rev. 7/15/81
E2I1I2I7 ^A"
CITY OF RERTON
SVNNARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION No. 2340
The palioy of the City of Renton is to protrote and afford equal
treatment and service to all citisene and to assure equal dmploy-
' went opportunity to al: Persons r*gard:sss of raod; creed; color;
•thnieity; national origin; te:; the presence of a non-fob-related
Physical, sem#ory, or mental handicap; ago, or marital #tn swr.
This polity that., be based or, the principles of equal. dmployment
' opportunity and affirmative action, guideline♦ As set forth in
federal, state and :ooal taus. ALL d#partmen:s of the City ce
Renton sha:/ adhere to the following guidelines:
(1; ENPL OYNERT eRA Ci ICES - All activities relating to emp!oy-
"dnt euo as re arwi2mer.t, #e,lrotion, promotion, termination
and tra{ninp •hail be ALL
in a non-di scri inatory
manner. Personne:. decisions wilt be based on individual
' performanoe, ataffing recuisemente, a"d.i" aaoordaneo
with governing Civil Stroio* Laws and the agreement
between the City of Renton and the Yashington State
Council of County and City Employee#.
' :Y1 COOP£RA77CA' YSTE BUNAE R'Ge.^5 ORGAN *ATICd'S - The City of
In ton wet.. aoopera to k..1, wit a orgy"i#ad o"s and
commis#ion# aPeani 0 to promote fair practices and equal
opportunity in employment.
AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative
Action Program wt a maintained to facilitate egwitabl#
representation wishin the City workforce, and to assure
equal deployment opportunity to all. It shall be the
responsibility and duty of all City offi0isle and employed#
to Corry out the pclieies, guidelines and eorr#etivs
measures as set forth by this program Corrective
employment programs may be establtehed by the Mayor on
the rdcommendation of an Affirmative Action Commutes for
those d#partments in which a protected class of *"ploy#sr
is under-rePres*Rtrd.
(s/ COBRA TORS' 08LIGA77Jh' - Contractors. #wbron tra oCo» and
ewPP a#rs eon wattmg usiness with the City of Renton
•hall affirm and subscribe to the pair Practices and Nan-
Discrimination Policies set forth by Iaw and in the
Affirmative Action Program.
1 Copios of this polioy shall be dittribwt#d to a:: City employees.
•he:: ¢pps it in ail operational documentation of the city, including
bid cal lr, and shall be prowin#nt:P displayed in appropriate City
tfact li ti er.
CONCJRRED IN by the City Council of the City of Renton, Washington,
' this led day of Just
1FNC.
CITY OF R£NTOS: RERTON CITY COURCYL:
�wbraa.� Sti.n�bi}„ %.Lt9mMw
Nay or Council President
Attest:
Issued: July 10, 1972
� �� Revised: February 9, 1976
L'1ty er f — � Revised: June 2, 1990
UTIYJ
CITY OF RCNTON CALL FOR BIDS
Sealed bids will be received until 2:30 p.m., October 30, 1gB4
the City Clerk's office and will De opened and pu c y rca n t t oor at
conference room, Renton Municipal Building, 200 Mill Ave. South.
The work to be performed within 60 working days from the date of commencement
under this contract shall include, Fu—t not be limited to:
Furnish and install approximately 205 L.F. Of 18" Steel Casings '2" Thick
under I-405, and 250 L.F. of 12" Ductle Iron Class 52 watermain I 1 a PPurtences. udina all
The City reserves the right to reject any and/or all bids and to waive any and/or
all informalities.
Approved Plans and specifications and form of contract documents nay be obtained
at the Public Works Department office at the Renton Municipal Building for a
deposit of S 10.00 each set plus S 1.50 to cover postage, if mailed. The
deposit will be refunded upon return of the Plans and Specifications in good
condition within thirty days after bid opening. The mailing charge will not be
refunded.
A certified check or bid bond in the amount of five Parcent (51) of the total
amount of each bid must accompany each bid.
The City's Fair Practices and Non-Discrimination Policies shall apply.
Puty ty er
Published:
Record Chronicle: October 16 and 23, 1984
Da ly Journal of
Commerce: October 16 and 23, 1984
LEGAL DOCUMENTS
1
1
Ct RTIrICATION By ►AO►OSED CONTRACTOR, SUBCONTRACTOR AND SUP►LISP REGARDING tCUAL ENPLOYIIt. OP MRTUPIT'.
ASe o time Contractor ro)ect Name
I KSTP7CISONS
iS certification is required pursuant to rederal EA,GY61ve Order 11246. The implementing rules and
regulations provide that sty bidder or prospective contractor, or any Of their proposed subcontractors
ad suppliers, shall at a, an initial part of the bid or negotiations of the Contract whether it has
rticipated in Any previous contract or rnoContr&ct sub Jact to the equal opportunity clause; and. I!
whether it has filed all COMP/18ftce reports due under applicable Instructions.
• City has heretofore adopted Reablution 2140 under date of June 2, 19'd. Seen,:. A 'ra it Pract Sees 11cy,' as Implemented by an 'Af h[Matly! Action Program' therein A ndinq the Policy of the City 0!
neon to promote and afford equal treawnt and Service to ell CltirenS And to assail, equal employment
rtunity based on Ability and fitness to all persona regardless of race, or*", color; ethnicity.
MtiOnAl origin: sex; the presence Of A OOt-JOb-related physical. Sensory or Mntal handicap, Sea or
grit61 status. This policy sha11 likewise appl) to all contractors, subcontractors and suppliers
hducting business with the City of Rent_-. who in tarn shall affirm And subscribe to said practic*a
d po ll ClSS. The aforementioned provu_ons $hall not apply to eontraots or subcontracts for standard
commercial suppliers or raw materials or f.[ma or organizations with less than ,Iqh• employee.. or
nt;Acts of leas than S16,000 business par antrum with the City.
An the Contractor/Subcontractor:'Supplier (hereinafter ref.rred to as the Contractor) is required by
the City o! Renton tO submit an A!llrutive Aetlor, elan, thA manimum aecepteD ie precentage of ninon ty
ployMent w1/1 be that pere,ntage Mich Is currently listed In 'Appendix I' (City of Renton Goals and
tableel In the published City of Renton Aff1Mutiv& Action Program, i.e. 9.1%. This Program is
u)Able for review At the Nunielpal Building.
The undersigned cohtuctor therefore covenants, atipa&t*$ and &ores& that during the performance of
1a contract he will not disCriMinate Against any person in hiring• promoU rig, discharging. Campen-
tin* or any other term or Condition of employment. by Melon Of suet. person's status, reference
• ill) categories listed In pare. 2 above.
tractor further agrees that he will take affl rm,tive and continuous action to insure full compliance
to such policy end program in all rsspects: it being Strictly understood and agr.ed that failure to
Ply with any of the terms of said provisions shall be and constitute S material breach of thin
contract.
ntractor $hall, upon request And/cr as soon as possible thereafter, furnish unto the City any and all
formation and reports required by the City to detarmzne whether fume compliance has been made by the ntractor with Said policy and program and contractor will permit Access to his books, records and
accounts by the City !or the purpose of lnvestlgatlon to **Certain such compllencg.
tntrOctor further acknowledges that he has received a true and complete copy of the City's 'Fair
actless Policy.-
Contract enxl icat on N,ir.ber
MIrICATION BY+ CONTRACTOP _ or SUBCONTRAC,0P or 6UPPLIER
NAYS:
ADDRESS:
PS PRE SENTAT It2S:
TITLE. PHONE
Contractor'Subcontract.[/Suppll*r has participated in a previous contract or subcontract sut)ect
to the Equ&I opportunity Clause. _Yes _No
'. Compliance reports were required to me filed to connection with such .,ntract or subcontract:
_Yes _No
'. COntr actor/Subcontr actor!Suppl ier has filed All Compliance reports due under applicable
Instruction&: yes No
a, If Answer to item ) is 'No', pleas$ mxpl Azh in detail on rewcse aid* of this carti!Ication.
CERTIrICAT1ON: The Information Above is true and completa to the bast of my knowledq, and belief.
Seams an ,it a o. Sign*z IN016t type or print
i gn"", ate
t1.:owed by City' Authority' D♦t*:
, a,
Key, cte!
PVbj,IC VORA OR IMPROVEMENT
PARTICIPATION CERTIFICATION: REF. RC.' 35.22.650
CONTRACTS EXCEEDING $10.000 (OR $15,000 FOR WATERMAIN CONSTRUCTION)
MINORITY BUSINESS ENTERPRISES (MBE)
and
VOMENS' M14CRIn'' BUSINESS ENTERPRISES NM9E)
(BUSINESSES VNED AND OPERATED BY WOMEN)
Contractor agrees that he shall actively solicit the employment of minority group
members. Contractor further agrees that he shrIl actively solicit bids for the
subcontracting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of miuoricy
employment and solicitation. Contractor further agrees to conside• the grant of
subcontractors to said minority bidders on the basis of substantially equal
proposals in the light most favorable to said minority businesses. The contractor
shall be required to submit evidence of compliance with this section as part of the
bid. As used in this section, the tern. "minority business" means a business at
least fifty-one percent of which is owned by minority group members. Mieoricv
group members include, but are not limited to blacks, women, nritve Americans,
Orientals, Eskimos, Aleuts and Spanish Americans. The City wi. ^onsider sworn
affidavits presented by subcontractors In advance of contract a=a.d as one means of
establishing minority status in accordar^e with criteria cited above.
To be eligible for award of this contract, the bidder must execute and submit, as
a part of the bid, the following certification which will be deemed a part of Ure
resulting contract. A bidder's failure to submit this certification or subma:-ion
of a false certification shall render his bid nonresponsive.
MINORITY BUSINESS ENTERPRISE CERTIFICATION
Certifies that:
Name of Bidder
!a) it (does) (does not) intend to sublet a portion of the contract work and
i (has) (has not) taken affirmative action to seek out and consider minority
1 business enterprises as potential subcontractors.
(b) the contacts made with potential minority business enterprise subcontractors
and the results thereof are listed below. Indicate whether ME or WMOE and
identify minority group. (If necessary, use additional sheet.)
MBE Min. Gr. .
1. ❑ ❑
. (Name of Fim, Bid Item, Results of Contacts)
3. _ ❑ ❑
L, ❑ ❑
' S. ❑ ❑
Mr.!Ms, has been designated as
the liaison officer for the administration of the minority business enterprise
program for this firm.
' CERTIFICATION OF EQUAL EMPLOIMENT OPPORTUNIn REPORT
' Certification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
n■ Reports.
■ The bidder _, proposed ubcontractor hereby certifies that he has
has not _, participated in a previous contract or subcontract subject to roe
' equal opportunity clause, as required by Executive Orders 10925, 11114 or
11246, and that he has , has not filed with the Joint Reporting
Committee the Director 7-the Office off7ederal Contract Compliance, a Federal
' Government contracting or administering agency, or the former President's
Committee on Equal Employment Opportunity, all reports due under the applicable
filing requirements.
lC ompany
i By:
' (Title)
Date:
Note: The abo-+e certification is required by the Equal Employment Opportunity
Regulations of the Secretary of Labor ( CFR 60-1.7 (b) (1), 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 are exempt from the equal opportunity clause
are set forth in dl CFR 60-1.5, (Generally only contracts or subcontracts of
' $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the
' Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
previous contract or subcontract subject to the Executive Orders and have not
' filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents
the award of contracts and subcontracts unless such contractor submits a
report covering the deliquent period c: such other period specified by the
Federal Highways Administration or by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
CERTIFICATIDF OF BIDDERS AFFIKMAT11'E ACT1011 PLAS
Bidder is to indicate by chick-mark which of the following statements pertains to this
bid package, and is to sigr the certification for that specific statement
ra) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
"Average annual employment level is less than eight permanent employees,
and the total contract amount wit. the City during the current year is
less than S10,000."
Company Date
BY: =Title
t DR b) It is hereby certified that an approved Affirmative Action Plan is on
file . th the Cit1 of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year.
1 Company Date ..
BY:
Title
DR c) It is hereby certified that an Affirmative Action Plan is supplied with
this Bid Package. Said Plan will be subject to review and approval by
the City as a prerequisite to the contract award, and it includes:
1) Present utilization of minorities and females by job classification,
:) Goals and Timetables of Minority and Female Utilization, and
31 Specific Affirmative Action Steps directed at increasing Minority
' and Female utilization.
Company Date
BY;
Title
DR [] d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (5) working days of receipt of
t notification of low-bidder status. Said Plan will be subje:t to review
and approval by the City as a prerequisite tc the contract award, and
it will include:
1) Present utilization of Minorities and Females by Job Classification,
.) Goals and Timetables of Minority and Female Utilization, and
5) Specific Affirmative Action steps directed at increasing Minority
and Female Utilization.
iCompany Date
Bt':
Title
' Rev. 9f9,'S
NON-COLLUSION AFFIDAVIT
SME OF WASHINGTON )
COUNTY OF ) SS
being duly sworn, deposes and says. that he is the identical person
who submitted the foregoing 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 farther, that the
deponent has not directly induced or solicited any other Bidde; 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 hlma.^I` or to any
other person any advantage over other Bidder o, Sidders.
1
SIGN HERE:
Subscribed and sworn before me this _ day of
19_
Notary ub �c in an or the State of
residing at
therein,
r
r
' CERTIFICATION RE: ASSIGNMENT OF
rANTITRUST CLAIMS TO PURCNASER
rTO THE CITY OF RENTON
RENTON, WASHINGTON:
Vendor and purchaser recognize that in actual economic practice
rovercharges resulting from antitrust violations are in fact
usually borne by the purchaser. Therefore, vendor hereby assigns
r to purchaser any and all claims for such overcharge! as to goods
and materials purchased in connection with this order or contract,
except as to overcharges resulting from antitrust violations
rcommencing after the 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 supplie^s and
subcontractors shall assign any and all such claims to purchaser,
rsubject to 04? aforementioned exception.
rName o roject
r
rName ot bldder's—rlrm
rSignature of uthoriied RepreS@ntative of idden
r
rOate
r
r
r
1
MINIMUM WAGE AFFIDAV-T FORM
' City of Renton
' CO'JiTY OF ss
I. tie undersigned, having been duly sworn, deposed, say and certify
t.ha' in connection with the performance 0" the work of this project,
I w,ll pay each classification of lobore•, workman, or mechanic
employed in the performance of such work; not less than the prevailinc
rate of wage or not less than the minimur 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 furth therein is true to ry knowledge and belief.
Subs:ribed and sworn to before me on this day of
19_
' oi�ta�y Puy a in and or t e Late
t of Washin3ton
Residing it
r
r
rBID BOND FORM
rHerewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of S which amount is not less than five
rpercent Of the total bid.
Sign Here
rB!D BOND
r KnO% All Men By Thesc Presents:
That we, as Principal,
and as Surety, are
rneld and firmly bound unto the City of Renton, as Obligee, in the penal sum of
Dollars, for the payment
rof which the Principal and the Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, by these presents.
rThe condition Of this obligation is such that if the Obligee Shall make any
award to the Principal for
raccording to the terns of the proposal or bid made by the Principal therefor,
and the Principal shall duly make and enter into a contract with the Obligee in
raccordance with the terms of said proposal or bid and award and shall give bond
for the faithful performance thereof, with Surety Or Sureties approved by the
r Obligee: or if the Principal shall, incase of failure to da so, pay and forfeit
to the Obligee the penal amount of the deposit specified in the call for bids,
r then this cbligation shall be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay and forfeit to the
Obligee, as penalty and liquidated da^ages, the amount Of this bond.
rSIGNED, SEALED AND DATED THIS _ DAY OF 19
r
Principal
rSurety
r19
rReceived return of deposit in the sum of S
r
r
rPROPOSAL
rTO THE CITY Of RENTON
RENTON, WASHINGTON
Gentlemen:
rThe undersigned hereby certif` that _ has examined the site of the
proposed work and ha_ read and thoroughly understand_ the plans,
rspecifications ane contract governing the work embraced in this improvement,
and the method by which payment will be made for said work, and hereby propose
rto undertake and complete the work embraced in this improvement, or as much
r thereof aS :an be completed with the money available, in accordance with the
said plans, specifications and contract and the following schedule of rates
r and prices'
(Note: Unit prices for all items, all
extensions, and total amount of
r bid should be shown. Show unit
prices both in writing and in
figures.)
r
rSignature
Address
rNames of Members of Partnership:
OR
rName of President of Corporation
rName of Secretary of Corporation
Corporation Orgarozed under the laws of
rWith Main Office in State of Washington at
r
SCHEDULE OF PRICES
WATER PROJECT NO. 712
RAYMOND AVE. S.W. - 12" WATER MAIN rROSSiNG OF 1-405
(Note; 7Ei�'� r-g-�H7 ft4ig--*ffidts}i amount of
bad oust he shown. Show unit prices in both words and figures
and where oor'lict occurs the written or typed words shall prevail.)
ITEM I APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
N0. QUANTITY Vunzt Prices to be written in words DOLLARS CTS. DOLLARS CTS.
1 250 LF IFurnish and install 12" C1asS 52
Ductile Iron Pipe 8 Fittings
(Tyton Joint)
Per L —a
— - oras7 - gures -
2. 2$ Tons Furnish�and Install Imported Back.
fill (Bank Run Gravel)
P-er Ton' —
3. 30 SY Furnish and Install Asphaltic Con-
crete Restoration
4. 5 Tons Crushed Rock Resurfacing
on
S. 205 LF Furnish and Install 18" Bored
Crossing of 1-405 b. 4 CY Furnish and install Concrete
Blocking
SUBTOTAL
8.11 SALES TAX
TOTAL
SCHOULE OF PRICES
(Note: Unit Prams for all Ater, ell e1ceAS4ons and total amount of
Dad sust he shown. Show unto prams An both words id fAyurc.
and where ocnflacc occurs the written or typed words shall prevu l.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY Unit Prams to be Written !n Words DC_LARS CTS. DOLLARS CTS.
i
THE I'N ERSIGNED B11 DER HEHcJY dGRFES TO STAR, CONSTRUCI ION WOBII 0 THIS PROJECT, I
AWARD HIM, NO LA ER THAN TEN (10) DAYS AFTER FINAL E.ECUTION AN TO C LETE WITf IN
WOLKING DAYS A IT STARTING CONSTRUCTION.
DATED T THIS_ DAY OI+I
198
ACRNCI EDGEMEYT OF RECEIPT OF ADDENDA:
NO I
ATE
10 ATE
NO ATE
SIGNED
TITLE
NAME OF COMPANY
ADDRESS
CITY/STATE/ZIP
TELEPHONE
CITY OF RENTON STATE CONTRACTO S
BUSINES3 LICENSE M LICENSE A
BOND TO TIME CITY Or RENTON
KNOW ALL MEN BY THESE PRESENTS:
' Toot we, the undersigned
' as Principe , and
and existing pder the laws o the Su;z of corporation organized
corporation, and qualified under the laws o Me State of Yashin as A surety
upon bonds of contractors with gton to become surot sevrrallY held and flrml °X'o to City
of at'One, as surety are jointlyY
$ Y bound to the CiIY of Renton in h and
for the Day" rt Of wryi,h! penal Sum, of
selves and our successors, heirs, C sum on
' case may be administrators or demand es band Our-
DersOnal reDreSentative3, as the
This obligation is entered into in pursuance of the statutes of the State of Washing-
ton, the . -dinance of the City of R.nto"
1
Dated at Washington,t 9ton, this day of
_
Never Neless, the conditions of the above obligation are such that: Ica
WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 Providing for
' wh;cn contract is re erred to herein and i3 made • Port h
and P t ereo as though attached hereto; ,
AS.
' undertak the saitl DrinClDal has accepted, or is about to accept, the said contract, and
seta forth;to perform the work therein provided for in the manner and within the time
NOW, THEREFORE, if the said
shall faithfully perform all oF he prOWisiona o said contract in h
the time therein se[ forth, or within such the manner and within said contract, and shall extensions of time as may be granted under
and ell Pay all laborers, mad Arles, subcontractors and materialmen,
pforOth who Shall Supply Sold principal Or subcontractors with provisions and
' supplies for the carrying on of said work, and snail hold said City of Renton harmless
from any loss Or damage Occasioned to anI Person or pr(I by reason of
lessness Or negligence on the Dart of said principal, or an
formance of Any Car!'
' sold work, and shall in
and Rp ld the C( Y subcontractor in the per-
3^y damage or expense by reason of failure of City of Renton harmless from
tract or from defects AppearingPerformance as specified in said Coo.
or performed under said contract withindeveloping in the material or Workmanship provided
pY the City of Renton, then and in h per;Od of one Year after Its acceptance thereof
"'Se it shall be and r that event this obligati On shall D e+na in in full force and efi be void; but Othar-
ect.
' Revisetl: 8/16/83
CONTRACTS OTHER THAN FEOERA�_p1D FHNA 1 of
THIS AGREEMENT, made and entered into this _
by and between THE U Ti OF RENTON, WashingtontlaY Of _- 19_
the State of , a municipal cOrPoration of Ma snington, hereinafter referred to as 'CITY- and _
hereinaf
' ter referred to az "CONTRACTOR."
N I T NN I T N-, M;
ti) The Contractor shall within the time stipulated, (to-wit: within
working days from date of co mencement hereof as rcvui required by the Contract,
services Of VhiCO this agreement a com'Conant Part) perform all the work and
required to De performed, and Provide and furnish all of the
labor, materials, appliances, machines, tools, evuiPment,' utility and ire nsportatior services necessary to Perform the Contract, and shall
comPlete the construction and installation work in a workmanlike nenne r,
me
in connection with the City's Project (identified as No.
efor improvent by construction and in !`—stallation of:
t
All the foregoing shall be timely DerrOrnied, furnished,
installed and cahPIeted in constructed,
' Strict conformity with the Plans and spec-
ifications, including any and all addenda issued by the City and all
Other documents hereinafter enumerated, and in full canPliance with all
a oPliuble rodes, ordinances and regulations of the City of Renton and' f�^'tOtr agreed
governmental authority having jurisdiction thereover. It is
9 eed and Stipulated that ate of said labor, materiels,
t appliances, machines, tools, eQutPawmt and services shalt be furnished
t
Contracts Other Than Federal-Ai0 FHWA 3 of )
subcontractors should violate any of the provisions of this Contract,
the City may then serve written notice upon him and his surety of its
intention to terminate the Contract, and unless within. ten (10) days
after the serving of such notice, such violation or non-compliance of
any provision of 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
' respect. In the event of a•y such termination, the City shall immediately
serve written notice thereof upon the surety and the Contractor and the
surety shall have the right to take over and perform the Contract,
Provided, however, that if the Surety within fifteen (15) days after
the serving upon it of such notice of termination does not perform the
Contract or does not commence performance thereof within thirty (30)
days from the date of serving such notice, the City itself may take
Over the work under the Contract and prosecute the same to completion
by Contract Or by any Other method it may deem advisable, for the
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 Contractor as may be on site of
the project and useful therein,
t; The foregoing provisions are in addition to and not in limitation Of
any Other rights Or remedies available to the City.
Convects Other Than Federal-Aid FHWA 5 of 7
notice as heretofore specified shall be given bk 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 perfomance of the Contract not later than working days
from the date of commencement. for each and every working day of delay
after the established day of completion, it is hereby ,tipulated and
agreed that the damages to the City occasioned by said delay will be
the sum of
as liquidt.ted damages (and not as a penalty) for each such day, which
shall be paid by the Contractor to the City.
iB) Neither 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 t0 remedy any defects in the
work and pay for any damage to other work resulting therefrom w!r h
shall appear within the period of one (1) year from the date of final
acceptance of the work, unless a longer period is specified. The City
Will give notice of observed defects as heretofore specified with
1 reasonable promptness after discovery thereof, and Contractor shall be
1 Contracts Other Than federal-Aid FHWA 7 of
' IN WITNESS WHEREOF, the City nos caused these presents to be signed by its
tt 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 CITv OF RENTON
rest ent artner ner Mayor
ATTEST:
Secretary City Clerk
1 d/b/a
Finn Name
Individual_ Partnership
Corporation r A Corporatior
Ma to o nco rporat,on
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 dlo/a (doing business as) and firm or trade name; any one partner
may 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.
CONTR,ICTOR/SUBCONTRACTOR
MONTHLY MANPOWER UTI IIZA; ION REPORT REPORTING PEP'
e Z ">• Month:
-° be submitted to the • 'r'
Cd ty's Project Goals and Timetables as committed
Engineer during the let week of following ��, `1� in Contractor's Affirmative
month while contract is in progress. Prime ':�•T
..ontzactcr is responsible for obtaining and Action plan
submitting all Subcontractor Re orts, or per City's Plan
(Meet an
TO: d location of rsepl Once AsencY aspt 9.1.)
From: (Meese and locatmn of contractor)
This report is required y Executive Order 11.a6, e
result in sanctions which Includection 203. ailure to report can
contract. suspenzi on, termination, cancellations or debarment of
3.
"• f S•
York Hours or Le mino- Total
ployment (See footnote) rity nuctaen
C lanai a. .• c, • • . u/n o! of �.
ComDKV'a Fame (I.L1 ."de fits- Tote Xla- or. bim/ tal to:ai minoritr�Ee.pb;.
tlone eletk panic nd Sar Pee L^.t +e- Employ ees
C ALrc ale w? ees
A
Tr
T'r
C
Tr
A
Tr
C
A
A
T
r
T. Cc=Dary' Cft1 e1a1's la nature an Tr e
Date Signed c. `.eleDnom hcmoer
(Include Area cow
IV. 11/7T (*Males L Females, **Minorities L Non-minorities)
T/SC (Submittal Requirements i City's Goale,/Timetables)
Page of
REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL
POL REsouRCES
In accordance with the provisions of Chapter 62, Laws of 1973,
H.B. 621, the Contractor shall secure any permits or licenses
required by, and comply fully with all provisions of the follow-
ing laws, ordinances, and rc. lutions:
Kin Count Ordinance No. 152" requires Building and Land
eve opment ivision an y raulics Division review of grading
and filling permits and unclassified use permits in flood
hazard areas. Resolution No. 36230 establishes sto-m drain
design standards to be incorporated into project design stand-
ards to be incorporated into project design by Engineering
Services. Reivew by Hydraulics Division.
Kin Count Ordinance No. 800, No. 900 No. 1006 and Resolution
°• °�T�SS,o o. an o. to
in ing ounty o e it es an are provisions or disposi-
tion of refuse and litter in a licensed disposal site and pro-
vide penalties for failure to comply. Review by Division of
Solid Waste.
M Pu et Sound Air Pollution. Control A enc Re ula tion I : A regu-
ation to contro t e emission o air contaminants rom all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in
accordance with the Washington Clean Air Act, 5 C.W. 70 J4.
WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 18-02: Requires operators of stationary sources of air
contaminants to maintain records of emissions, periodically re-
port tc the State information concerning these emissions from
his operations, and to make such information available to the
public. See Puget Sound Pollution Control Agency Regulation I.
R.C.W. 90.48: Enacted to maintain the highest possible standards
to ensure t e purity of all water of the State consistent with
public health and public enjoyment thereof, the propagation and
1 protecting of wildlife, birds, game, fish, and other aquatic
life, and the industrial development of the State, and to that
end require the use of all known available and reasonable methods
by industries and others to prevent and control the pollution of
the waters of the State of Washington. It is unlawful to throw,
drain, run or otherwise discharge into any of the water of this
State any organic or inorganic matter that shall cause or tend
to cause pollution of such waters. The law also provides for
civil penalties of $5,000/day for each violation.
R.C.11. 70.95: Establishes uniform statewide program for handling
—so-ITT wastes which will prevent land, air and water pollution.
Makes it unlawful to dump or deposit solid wastes onto or under
the surface of the ground or into the waters of this State except
at 2 solid waste disposal site for which there is a valid permit.
PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS:
KING COUNTY BUILDING .AND LAND DEVELO'MENT DIVISION
Kin Count Resolution No. 25789 requires an unclassified use
' permit or t ing, quarrying including borrow pits and associ-
ated activities such as asphalt plants, rock crushers) and
refuse disposal sites and provides for land reclamation subse-
quent to these activities. A copy is available at the Department
of Public Works or Building and Land Development Division.
' Shoreline Mana ement Act 1S 1 requires a permit for construction
on Late s ore Ines. ermtt acquired by Public Works and reviewed
by Building and Land Development Division.
King County Ordinance No. 1488 requires permit for grading, land
fills, grave pitsumping, quarrying and mining operations
except on County right-of-way. Review by Building and Land Develop-
ment Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME
Cha ter 112, Laws of 1949: Requires hydraulics permit on certain
projects. (KingCount —Department of Public Works will obtain. )
1 WASHINGTON STATE DEPARTMENT OF ECOLOGY
W.A.C. 173-220: Requires a National Pollutant Discharge Elimination
' System-7MM permit before discharge of pollutants from a point
source into the navigable waters of the State of Washington.
W.A.C. 372.24; Permit to discharge commercial or industrial waste
waters into Late surface or ground water (such as gravel washing,
pit operations, or any operation which results in a discharge
which contains turbidity.)
K.A.C. 508-12-100: Requires permit to use surface water.
' K.A.C. 508.12-190: Requires that changes to permits for water use
e revtewe y t e Department of Ecology whenever it is desired
to change the purpose of use, the place of use, the point of
withdrawal and/or the diversion of water.
W.A.C. SOB-12-220: Requires permit to use ground water.
K.A.C. 508-12.260: Requires permit to construct reservoir for
water storage.
W.A.C. 508.12-280: Requires permit to construct storage dam.
W.A.C. 508.60: Requires permit to construct in State flood
contr-OT zone. King County Public Works secures one for design.
' Contractor secures one for his operation (false work design, etc. ) .
-3•
!
PERMITS REQUIRED FOR THE PRO'ECT - Continued
ENVIRONMENTAL PROTECTION AGENCY
' Title <0 Cha ter Ic, P¢rt 61: Requires that the Environmental
rotectzon gency a notz tied 5 days prior to the demolition of
any structure cont Iining asbestos material (ex-luding residential
! structures having fewer than 5 dwelling units) .
The above requirements will be applicable only where called for
on the various road projects.
! Copies of these permits, ordinances, laws, and resolutions are
available for inspection at the Office of the Director of Public
Works, 900 King County Administration Building, Seattle,
Washington, 98104. It shall be the responsibility of the Con-
tractor to familiarize himself with all requirements therein.
All costs resulting therefrom shall be included in the Bid Prices
and no additional compensation shall be made.
All permits will be available at construction site.
i
!
1
!
!
!
HWY-R32320•AA PREVAILING MINIMUM HOURLY IMAGE RATES OCTOBER 09, 1984
OCCJPATION4 FLAGGt RS
LOCATION: -"ELAN. CLALLAM. COUGLAS, GRAYS HARBOR• ISLANC. JEFFERSON.
<ING. KITSAP. KIT T:TAS. LEWIS. MASUN. PACIFIC• PIERCE, SKAGIT.
SNCHCMISH. THURSTCN, WFATCOM AND YAKIMA COUNTIES.
FRINGE 3ENEFITS
TOTA, HOURLY BENEFITS 3.43 A/HR.
STATE
WAGE RATES
OCCUPAT IUN OCCUPATION
CO3E DESCRIPTION STATE FEDERAL
RATE RATE
260-0010 FLAGGER
10.73
:ITV OF REVTON
RAYMUNU AVE WATER MAIN
SR %05 CkfSSING
PAGE 1
HWY-R32320-AA PRLVAILIN6 MINIMUM HOURLY WAGE RATES OCTOBER 09. 1984
OCCUPATION: LABORERS
LOCATION: CLALLAM. GRAY4 HARBOR. ISLANG. JEFFERSCN, KING. KITSAP, LEWIS,
MASON. PACIFIC (NORTH OF .AHKIAKUM COUNTY 4ORTHEA4 BOUNUAKY
EXTENDED DUE WES1 TO THE PALIFIC OCEAN). PIERCE. SKAGIT,
SNDHDMISH, THURSTON AND WHAtCOM COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE PENSION 1. 75 3/HR. STATE TGTAL HOURLY BENEFITS 1.55 S/HR. STATE
TRAIMING FUND 3.43 f/HR. FEDERAL
. 13 $/HR. STATE
WAGE RATES
3C:UP%TION GCCUPATICN
CODE DESCRIPTION STATE FEDERAL
RATE RATE
GROUP l
3SO-2I00 WINJOW CLEANER 4.46 IU.13
GROUP IA
350-0350 CLEAN-UP LABORER 6.40 15.16
GROUP 2
350-0090 BATCH WEIGHMAN 350-04t 1J.78 lS. to
CRUSHER FEEDER 15.t6
1J .78
350-1260 PILOT CAR IJ.7 15.16
350-1R70 GtOLRGUM PAN (At JCR SITE) 10. 79 15. 10
GROUP 3
350-3110 BWUGMFK
350-0I30 BRUSH CUTTER 1. 96 15.16
96 15. 16 350-3150 BRUSH HOG FEEDER 4.14.96 15.350-J190 B 16
uRht^,S 14.96 l5. 0 350-9220 CAR AND TRUCK LCACFP 14.96 15. 16
35D-02B0 CEMENT HANJLE2
350-3300 CHANGE-HC+USE MAN OR URV SHACKMAN 14.96 15.16
350-0320 CHOKER SETTi' I4.96 lS.l6
350-J36U CONCRETE AND MONOLITHIC LABORER l4.^7h 15.16
350-0390 CONCRETE FJ RN STR tPPER 14.96 15.16
:I TY OF RENTON
4AYMONJ AVC WATFR MAIN
SR 405 CROSSING
PAGE 2
'WO Y-it 32320-4n
PREVAILING MINIMUM
OCCUPATION: HOURLY WAGF L A80kERS RATES OCTOSFR
L OCAT I ON: 09• 1984
vaSclAN. GRAYS HARBOR, !SL
F AS N. PACIFIC WORT
4DED DUE WEST T AHU. JEMFERSON• KING
SNO HL:M ISH OHT DF PACIFIC UM `UUNTY NUA THE XITSAP. LEWIS.
FANJ. RN SO
WAGE RATES ' THURSTON AND I%HATCCM COUNTIES, PI ERCE. SKAGINDARV
"CC UPLTIUN
CD.)E CCCUPATION
GROUP 3 OESCRIPTIUN
STATE FEDERAL
RATE RATE
�50.0470 CURIN0FM(XG CONCRETE
35D-)520 UFMOLITIUN. WRECKING AND MOVING
350.053U OI TC HEO MATERIALS)
DIGGER IINC L, 14,96 15,16
350-)550 ORIERNA4 14.96 15.16
350-)660 DUNPMAN
35U-070O EL EVA 7UR f 14.96 15,16
350-)725 FALLER FEEDER 14.96 15.16
340-0750 FINE GRAUER BUCK ER - 14.96 15,16
350-UTBO F HAND 14.90
dRM SE TT 15,35A-)R20 Ek 14.96 16
GENERAL LABORER 14.96 15.16
350.URT0 GROUT MACHINE HEADER 15.16
350-0940 HEA JEl LABORER iEAOER 14•96 15,16
350-0970 NUUSF m ECKER AND GUARJ R41L 14.96 15•16
35 -11J0 MATER14l YAE ERECtUR 14.96 15.16
350-115J NIPPER- JMA'R II NLLUUING 14,96 15.16
350-135U PITMAN SWq PCR ELEC7RiCAlI 14.9E 15. 16
350-137J PUT tF 14•96 15.16
350-1 .41 Rlp' A0 MAN 14.9E
14.96 15'16
169. SC ALEMAN 15.14 35)-2590 SKIPNAN 14•y6 15.15
350-1720 SLUPER SPRAY M AN 14.96 15.16
350-1790 STOCKPILER !4' �6 l5• l6
35U-1890 TK ACK LABORER 14.96 15.16
350-1930 TRUCK SPOTTER 14.96 15.16
350-2130 VINY1 SEA Ml NG 14.96 15,16
14.96 15.16
GROUP 34 14.96 15.16
14.96 15.16 350- 8 000 ANCHOR
3500R A MACHINES
A5t REGULATOR MACHINE
350-1240240 CARP
PFlIt Ek TENDER
14.96 14.96
:ITYOF 1 ,y6 1155.5500 15.5)
i AYMON;) AVE WATER MAIN
SR 405 CROSSING
PAGE 3
HWY-R323d1-AA PREVAILINa MINIMUM HOURLY WAGE RATES OCTOBER 09, 1964
OCCUPATION. LAPORERS
LOCATION: -ALLAH, GRAYS HARBGR. ISLANC, JEFFERSON, KING, KITSAP. LEWIS.
nASCN. PACIFIC (NORTH OF WAHKIAKUM :OUNTY NORTHERN RGUNJARY
_XTENOED DUE WEST TU fhE PACIFIC CCEANI, PIERCE, SKAGIT♦
SNOHOMISH. T4URSTON AND WHATCCR COUNTIES.
WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
0)f DESCRIPTION RATE RATE
GROUP 34
353-3310 'HIPPER 14.96 15.53
350-0330 CHOKER SPLICER 14.96 15.53
350-3340 CHUCK TENDER 14.96 15.53
350-OFLO FPOI(Y TECHNICIAN 14.96 15.50
350-)R10 GABION BASKET BUILDER 14.96 15.50
ASD-0460 uRINDFRS 14.96 15.51
350-0880 GROUT IAN IPNESSUREI , 1NCLUOtNG POST 14.96 15.57
TENSIUN HFAMS
350-1250 PAVEMENT BREAKER. UNJER 90 LOS. 1.4.46 15.50
350-132J PIPE PDT TENDER 14.96 15.53
350-1340 PIPEWKAPPER 14.96 15.50
350-139U POWOERMAN HELPER 14.96 15.50
350-1400 POWER 5UGGV OPERATOR 14.96 15.53
350-1410 POWER JACKS 14.96 15.50
350-1510 RIBBON SETTER. HEAD 14.96 15.50
350-I550 RIPRA3 VAN. HEAD 14.96 15.53
350-1Sski ROOOEk 14.96 15.50
350-1T10 SLOPER IOVEk 2Jl1 14.96 15.51)
350-1T65 STAKE HOPPER 14.96 15.50
350-1R30 TAMPER (MULTIPLL) 14.96 15.50
350-1480 TUPMAN - TAILMAN 14.1b 15.50
350-2330 VIBRATING SCkEEO (AIR. GAS OR ELECTRIC) 14.96 15.50
350-14SU WHEFLDORROW. POWER DRIVEN 14.96 I5.50
GROUP 33
350-)27U CEMENT FINISHER TENDER 14. 0 15.64
350-)570 JRILL JOCTUk AN0 BIT 6RINOER 14. )6 15.64
35U-I 000 LASER BEAM UPERATTIR 14.96 15.64
350-13 79 PUWDERMAN 14.96 15.64
350-1940 IUGGFR UPFRA/.:n 14.96 15.606
CITY OF RENTU%
tAY41"NU AVE WATER MAIN
SR 405 CROSSING
PAGE 4
MWY-R32323-AA PREVAILING MIN114UK HOURLY WAGE RACES OCTOBER 09, 19"
OCCUPATION: LARORERS
L00010N: CLALLAM. GRAYS MARBfIR. ISLAND, JEFFERSON, SING, K1tSAP. LEWIS.
44SON, PACIFIC INORTH CF WAHKIAKUM C.0 NTY NORTHERN BOJN0At1Y
E%TEN0t0 OJE REST TO THE PACIf IC OCEANI, PIERCE, SKAGIT,
SNOHCMISH, THURSTDN ANC WMATCC4 COUNTIES.
WAGE RATES
OCCUPAt ION OCCUPATION STATE F£DER4L
ME DESCRIPTION RATE RATE
GROUP 4
350-)050 ASPHALT RAKER 15.44 15.64
350-0S0 CEMENT OUMPER - PAYING Ig,µ IS.64
350-0650 DAILLER - WAGON AND AIR TRACK OPERAff-A 15.44 15.64
150-0120 FALLER AND BUCKER - CHAIN SAW 15.44 15,64
350-0840 JkAOf :HECKER AND TRANSIT MAN 15.44 t5,64
350-1950 HIGH SCALER 15.44 1S.64
ISO-tO90 ,4ANHOLE BUILDER 1y.44 15.64
ISD-1700 NJILLEMAN ICONLRE7l PUMP. GREEN CUTTER wAIN 1$.44 15.64
USING COMBINATION (IF HIGH PRESSURE AIR ANI
MATLR ON CONCRETE ANO RICK. SAVORLAS- .
GUNNITE. SHOTCRETEI HATER BLASTER
)50-1154 PAVEMENT BREAKER♦ CVER 90 LBS. 15.44 I5.64
350-1230 PIPELAYER AND CAULKER 15.44 15.64
350-1670 SEWER TIMOEkMAN 1`i.44 15.6i
350-1740 SPRLAOCR (CARRIES 6RAUf RIVH RJODERI 1,.44 15.64
350-2000 V11RAIrR Is.4k4 15.64
GROUP aA
350-J4j1) CGNLAETE SAW *'PERAii)R 15.44 15.53
3S0-09d'J JACKtWVYER 15.44 15.51
350-t%90 4AIL.RU40 SPIKE ;'OILER 15.44 1%53
350-1750 SPnEADER - CLARY POMEk CR SIMILAR TYPES IS.44 15.51
350-104J T44PFA IMLLtIPLE 4NO SELf PROPELLED) 15,44 15.5)
3SO-1420 TAMPEK AND SIMILAR ELECTRIC. AIR A4D SAS 0.144 15.50
OPERATED 70CLS
350-1905 TRACK LINFk IPCWERI 15.44 15.50
150-?090 WELL-NwOINT MAN 15.44 S.SO
GROUP 4R
350-1115 PIPE RELINEk (Nut INSERT TYPE( 15.44 15.74
:ITV OF REN70N
L4VMOND AVE WATLA MAIN
iR 405 CRDSSING
PAVE 5
Mil Y-R32320-AA PREVAILING 41NINUM HUUHLY WAGE RATES OCCUPATIONS LABORERS OCTtIBEN 09, 1984
LU`A►I,INt -LALLAN, GRAYS HARBOR. ISLANC, JEFFERSCN, KING, KITSAP,
44SON, PACIFIC (NORTH OF WAHKIAKUR -OUNTY NURT4ERN B
ARY
S7"ENUEU UUE wFST It) T LEWIS.
S 40H^uNI SH, THURSION AND WHATCCNCCOCNnCETIES.PlERCE, SKA41 T.
WAGE RATES
OCC UPA•1 UN
COJE OCCUPATION
UE SCRI PFI ON 57ATE FEOEg4l
GROUP 9 RATE RATE
35t7.020J CAISSUN wDRKER
350-1333 LASER BEAN IIPERAtok)SO-11 ITUNNELI 10 MINER 15•RO ES.74
350-1180 PUKOEdYAN 15.80 15.T4
350-15JJ Rf-TINRER4AN 15.eU 11. 14
T 15.8J 15.TA
350-173U SPAOER
1 UNNEL) 15.80 15.4
OTHER 15.80 15.14
350-9355 STATE. OVERTI4E2 ALL WORK t_Rf UgNEO 14
CXGESS OF 8 "OURS 1N ANY UNE OAY OR IN EgLE55
OF 40 HUUAS I4 ANY UNE WEEK, NUNDAY IN
EXCESS
SAT UROAY, SlMll 8F PA10 AT ONE qN0 ONE-HALF
714ES THE ENPLUYEIS REGULAR RATE.
t50-Ii54 STATE: UVC4 TI4E: ALL LURK PERF7RNE0 UN
;UN AV ANU W'.ICAYS SHALL Bf PA10 AT T,iO
r 14, THE ENPLUYEES REGULAR RATE.
w,iNKING Ft1Rf4AS. 50 CENTS PER 4UUR ABOVE THE
H IGnE ST CLA1iIFICATIUN Sl1PFRV ISEU
CITY `r afhig%
EA Y4f+,J AV[ wATFR 4A1N
SR 405 CRila514G
PAt,f 6
MiY-R32320-AA PALVAIL NG 4INIMUM HOURLY WAGE RATES OCTOBER 09. 1984
OCCUPATION+ LABORERS
( SEWER C WATER LINE CENSTRUCTIGN)
LOCATION. CLAL).AM, GRAYS HARBUR, ISLAND. JEFFERSON, KING, KITSAP, LEWIS.
MASON. PACIFIC (NORTH CF *AHK1AKUM CJJNTY NORTHERN BOJNDARY
:XTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT,
i NOHGMISH. THURSTON ANC WHATCUM COUNTIES.
FRINGE BENEFITS
HEALTH AND WLLFARE 1. 15 4MR. STATE PENSION 1.55 3/HR . STATE
T]T4l HOURLY BENEFITS 3.43 %/HR. STATE
TRAINING FUND 3.11 6MR. FEDERAL
.13 4/Hl. STATE
WAGE RATES
t4CUPATION OCCUPATION STATE FEDERAL
C 0)E OESCRIPTICN RATE RATE
36J-JOIJ GENERAL LABORER .80 14.09 360-0024 PIPELAYFR 113.14 14.0)
360-0033 TDPMAN 14.1!4 14.30
CITY uF RENTON
RAYMGNL AVL WATER 44IN
SR 405 CR;)SSING
PAGE 16
4WY-R32320-AA PRE"AILING MININUM HOURLY WAGE RATES UC T08
O:CUP4tIONl POWER EOUIPMENi OPERATORS
FR 09, 198a
L OCA)tUNi 4ASoN U URAYS OPERATORS
ISLANUlAKUNFERSNTY 1TSAP. LEWIS.
MASON, PACIFIC (NORTH OF WAMK
LIE WEST COUNTY K1 " K
SNOHCMISN, tHURS10TO THE ➢ATCOM CCEANI. PIERTHFIN BOUNDARY
FRINGE BENEFITS ANC kH4TC ON COUNTIES, FRCE, SK4 GIT,
HEALTH AND WELFARE
PE NS I ON
TOTAL HOURLY BENEFIT$ 1.95 I/HR.20 TRA1414G FONO . 0 f/MR. STATE
4.16 f/HR. STATE
WAGE RATES •21 $/HR. FEDERAL
STATE
JCC UP%t I ON
CODE OCCUPATION
;ROUp !A DESCRIPTION STATE
RATE FEDERAL
RATE
570-SS00 CRANE ING TONS AC OVER Up 200 FT OF eODM
INCLUDING J18 AVG OVER
570-5505 LCAOER1 8 YARDS ANfi
570-SS10 OVER 18'73 18.73
SHOVELS AND ATTACHMENTS, 6 YARJS ANJ OVER
GROUP l 18.73 18.73
1a,73 18.73
510-5515 CAP,LEaAYS
"TO
-5"0 CRANE ]VER 45 TJN$ ANU Up TO ld0 TONS UR
5>0-5535 HLLIC HEVER LICOPTER Cr FT eOCM INCLUDING J18 18., 3 t9.23
570-5535 -QUAD
%)ERN EAO 6 YARDS UP TD R YARDS
DS 18.23
570-554J REMUfE AVU SI MILAP, O_ 19.23
5Tq_5 CONtROI UPFP4)qR� AND
MD-a1 18.23 1R.23
510-556,)525 RULLAUUN ETC. 18.23
570-SSSJ SHJ VEI S,SLIAPLRS•84CKHUE$SkLF-PROPEII EO 45 YARDS ANO OVER 18.23 119.23
10-5555 OVER 3 YARDS TO 6 YARDS 18'23
i70-553U TUWFR URN PAVERS !8'27 18.23
CRANE IR,J3 18.23
GROUP 2 18.23 18.23
18.23 18.23
570-3575 HUMP CUiT ER
510-�59U CHIPPFR
570-55T0 CUNC B 17 79
FIE PATCH PLANT OPERATOR
. 17. 79
17.74 17.19
:I TY OF RENTON 17. 79 l T.79
2AY414O AVE WATER M41N iR 4.05 CROSSING
PAGE 1R
HOV-032320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCTOBER 09. 1984
OCCUPATION: POWER EQUIPMENT OPERATORS
LDCATION: :LALLAM. GRAYS HARBOR, ISLAND, JEFFERSCN, KING. KITSAP. LEWIS,
MASON. PACIFIC (NORTH Of MAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO ThE PACIFIC OCEAN). PIERCE, SKAGIT.
SNOHOMISH. THURSTON ANG WHATCCM COUNTIES.
WAGE RATES
OCC UP4 T ION OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
GROUP 2
570-5580 CRANES, 10 TONS THRU 45 TONS 11.79 17.79
570-5595 CRUSHLRS 17.79 17.T9
570-S600 DERRICK 17. 79 17.79
570-5605 DRILLING MACHINE 17.79 17.79
570-561J FINISHING MACHINE 17.79 11.79
5TO-5585 HYDRALIFTS 1T.14 17.79
570-5630 LEAOMAN MECHANIC - $0.30 OVER MECHANIC 17.79 11.79
570-5615 LOADERS. OVERHEAD UNJFK 6 YARDS 17. 79 17. 79
510-542J LJCOMGTIVES. ALL 17 .79 17.79
570-5625 MECHANICS. ALL 17.7-1 17.77
570-5635 MIXERS. ASPHALT PLANT 17.79 11. 79
5YU-5640 MOTOR PATROL .IRADEkS - FINISHING, BLVETGPS, 17.19 11.79
PULLING SLOPES, DITCHES. ETC.
570-i650 PILEORIVER I7./9 17. 79
570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH SCOM 17.19 11.74
ATT AC1M(ENT
570-5675 SCRAPFRS, SELF-PRCPELLID UNDER 45 YARDS 17. 79 17.19
570-5655 SCREEO NAN 17.79 17.73
570-5660 SHOVELS. BACKHOES 3 YARDS AND UNDER 17.79 17. 79
570-5bb5 SUH-GkADER - TkIMMMER 17.79 17.79
57J-568J Td ACT9t. 60 HP ANU OVER, BACKHOE ANJ ATTACH. 17.79 17.7)
570-iS70 TRACTkS. BACKHOE 17.19 17. 74
GROUP 3
570-5695 A-FRAME CRANE 17.i3 17.4;570-5685 BRUUMS 17.43 17.43
570-5735 CONCRETE PUMPS 17.43 17.43
510-5705 CONVEYORS 17.43 17.4
570-i 700 CRANES, UP TO 10 TONS 17.43 17.43
570-$b90 032ERS, 0-9 ANJ UNDER. YC-Y0, PAY J02ER 17.43 17.43
510-5770 DRIVER ON TRUCK CRANES OVER 45 TONS IT.43 17.43
:ITY OF RENTON
2AY4DNU AVE WATER MAIN
SK 405 GROSSING
PAGE 19
tlwV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCTOBER 09, 1984
OCCUPATIJN: POWER EQUIPMENT OPERATORS
L3C4TION: :LALLAM. GRAYS HARBOR . ISLAND, JEFFERSON. KING. KITSAP. LEWIS,
MASON. PACIFIC INORTH OF WAHKIAKUM :OUNTY NORTHERN BOUNDARY
EXTENDED OUE WEST TO TFE PACIFIC OCEANI, PIERCE, SKAGIT.
S4Ut1OMISN. THURSTON AND WHATCCM COUNTIES.
WAGE RATES
OC:UP%T ION OCCUPATION SiA?E FEDERAL
-CODE OFSCRIPTION RATE RATE
GROUP 3
570-5765 EQUIPMENT SERVICE ENGINEER 11.43 17.43
STO-5720 FORK LIFTS 17.43 171
.4
570-5710 HOISTS, AIR TUGGERS, ETC. 17.43 1 .4 570-5715 LOAUFRS - ELEVATING TYPE 17.43 17.43
570-5725 MOTOR PATROL GRACEk - NCN-FINISHING 17.43 17.43
510-5730 MUCKIN:; MACHINE. ETC. 17.43 17.43
570-574U ROLLERS. ON PLANT, ROADMIX OR MULTILIFT 17,43 IT,43
MATERIALS
570-5745 SAWS. CONLRETF 17.43 1),43
570-5750 SCRAPCRS - CARRY ALL 17.43 17.43
570-i755 SPREADERS , BLAW KNOX. ETC. 17.43 17.41
570-5775 T6ACT3d. 60 HP AND UNDER. BACKHOE AND ATTACH. 1).43 11.43
570-5760 TRFNCHING MACHINES 17.43 17.43
GRUUP 4
570-5795 4SSISTANT ENGINEERS 17.13 17.11
570-5820 LOMPRFSSORS 17. 13 1 ).13
570-5790 OIL DISTPIBUTOKS, PLCkERS, ETC. 17.13 11.13
570-5785 OILER ORIVEA ON TRUCK CRANE 45 TUNS AND UNDER 17. 13 A7.13
570-5800 PAVEMINT RRFAKER IT. 11
510-5805 PUSTHI,LF JIGGER. MFLHANICAI 17. 13
570-5810 POWER PLANT 17,13 ll.l3
570-3925 PUMPS. WATER 17. 13 17.11
570-57BU RULLE.R. OTHER THAN PLANT ROAD MIX 17.13 1 L 13
17.13 11.13
570-1815 WHEEL TRACTORS. FAk MALL TYPE 17.1317.13 17.11
5ROUP 5
570-W.40 GRAGELHECKER AND STAKEFIAN 15.33 15.33.
: ITV OF RFNTON
IAYMDND AVE WATER MAIN
SR 405 CROSSING
PAGE 20
HWY-R37320-AA ✓REVAILING MINIMUM HOURLY W4GE RATES OCTOBER
OCCUPATION: POWFR EJUIPMENT OPERATORS D9. 1984
L)CATION: a ALLAM. GRAYS HARBOR• ISLAND, JEFFERSON. KING. KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF WAHKIAKUM :OUNTY NORTHERN 8CUN04RV
EXTENUEO DUE WEST TO TFF PACIFIC OCEAN). PIERCE, SKAGIT.
S 43HO4I5H. THURSTON AND MHATCCM COUNTIES.
OTHER
570-9574 CVERT14f: ALL MORK PERFPPMEO 14 EXCESS OF 8
HOJRS PER DAY OR 40 HOURS PER MEEK, MONDAY
THRCU6H FRIDAY. ANO ALL WORK PERFORMED ON
SATORDAYS SHALL BE PAID AT ONE AND ONE-h ALF
TIMES THE REGULAR RATE. ALL WORK PERFORMED GN SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR RATE OF PAY.
570-�577 STATF: FOREMAN - 0.50 "HR. OVER THE HIGHEST
C USSIFIC 4i1CN UNDER HIS SUPERVISION.
:I TY ,F RENTON
44YM�NC AVE WATER MAIN
SR +05 CROSSING
PAGE 21
HAY-R32320-AA PREVAILING MINIMUM HOURLY ►AGE RATES 3CT08ER 09. 1984
O:CUPATIONI POWER EOUIPMENT OPERATORS
(SEWER C WATER CONSTRUCTION)
LOCATIONA :4ELAN, CLALLAM. UOUGLAS iTHAT PORTION WHICH LIES WEST OF THE
110TH MERTJIAN)• �,4AYS HARADR. ISLAND. JEfFERSON. KING, KITSAP.
KITTITAS. LEWIS. MASJN. PACIFIC INORTH OF 4 STRAIGHT LINE FRGM
ME SOUTHERN OCUNOARY Cf LEWIS COUNTY EXTENDED WEST TO THE
'ACIFIC 3CE4641 PIERCE. SKAG17. SNONONISH, THURSTON. WHATCOM AND
YAKIMA COUNTIES.
WAGE RATES
OCCUPATIJN OCCUPATION STATE EEDLRAL
CJ)L DESCRIPTION RATE RATE
GROUP 2
SRO-)070 PURIN, MACHINE 16.425 16.425
S80-)09J LUMPACTORS 16.425 16.425
580-JL40 JJCER IANV TYPE SMALLER THAN CAT 0-31 lb.425 16.425
580-3170 DRILLS (LERUI TYPE) 16.415 16.425
560-0180 FROY1-END LGAOER (UNDER 1 Y0.1 16.425 16.425
580-3?00 GIN Ti UCK 16.425 15.425
S9D-023J MECHANICAL GREASER (LARGE GREASE TRUCK) 15.425 16.425
560-0270 PAVIN.: MACHINES 16.425 16.425
590-J280 PliT F14EMAN (ENGINE OPERATED ABJVE 3 98L.) 16.425 16.425
580-3303 kOLLEkS SSD-0320 SERVICE PLO lo.4ZS 16.425
W 16.425 16.425
SRO-)34d SIDE BJJM IANY TYPE SMALLER THAN CAT )-31 16.42S 16.4?5
580-DI63 TRALTAIR 16.425 1b.41S
580-0380 WELL POINT SYSIFM 16.425 16.415
GROUP 3
580-001J AIR CI:MPRESSOk lr.rb ir.46
580-0040 CHAIN TYPi UITCNER IJI1.H WITC41 14.4 5 14.46
580-)Il0 CUNCRETE SAW 14.� t 14.46
580-0?6u Ull-GKEASER 14.4h 14.46
580-3253 OILER 14.46 14.46
58O-3290 PUMP 14.46 L4.46
580-3)70 WEL'119: MACHINE 14.46 14.4h
:1Tv Of WE y:TJN
(AYMIINU AV!- WATEn MAIN
SR 405 CROSSING
PAGE 39
HAY-R12120-44 PREVAILING MINIMUM HOURLY WAGE RATES OCTO8Ek 09, 1984
OCCUPATION: POWER EQUIPMENT OPERATORS
(SEWER C 04TER CONSTRUCTION!
LOCAf ION1 CHELAN. CLALU N. DOUGLAS 4THAT PORTION WHICH LIES WEST OF THE
L20TH MERIDIAN), GRAYS I•ARBOR. ISLAV 16 JEFFERS34o KING. KITSAP,
WTLTAS, LEWIS, MASON, PACIFIC INUATH OF A STRAIGHT LINE FROM
THE SOOTHER.N BUUNDAKY OF tfklS COUI.TY EXTENDED WEST TO THE
PACIFIC GCEANI PIERCE, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND
YAKIMA COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE 1.80 1/HR. STATE
PENSI3N 2.00 4/HR. STATE
TOTAL HUURLY BENEFITS 4.01 4/m . FEDERAL
TRAIYIN� FUND .11 1/HR. STATE
WAGE RATES
OCCUPATION CCCU PAT ION STATE Ff DER 4L
C13F DESCRIPTION BATE RATE
GROUP 1
580-O04U BACF 0ILLlk 16.92 16.92
580-0030 AACKHOL 1 ?40 �4SL TYPE ANO LAk. ER WITH 14.92 L6.92
ATTACHMENTS )
534-0100 CLAM 16.92 16.92
580-)120 CRANE 16.92 16.92
580-3130 UI TCHINU MACHINE 16.92 14.92
540-JL50 UOIER (ALL CAT, TYPE U-3 AND URGER! 16.97 16.92
480-J160 OKA GL INE 16.42 16.92
580-3190 FRGNi-E'VO LOADER (2YGS. AND OVER) lb.92 16.92
580-J210 MECHANLC 1,.92 16.92
580-3220 MECHANIC WELOER 16.92 16.92
560-0?40 MOTOR .TRADER 16.42 16.92
580-J3/J SCRf FO 16.a? 16.92
583-3110 rHUVEL It V05. ANC UNDFR) 16.92 16.92
580-000 SIDE JJUM TALL CAT. TYPE 0-3 ANU LARGER) 16.42 16.92
GROUP 2
$80-1020 OACKH�h t680 CASE TYPE AND SMALLER WITH 14.425 16.42h
ATTACHMENTS)
580-J050 BLNOIN^, MACHINE 1b.425 16.425
590-3060 Nt;0A TRJCK ISTATIUNAkY) 16.425 lb.425
CITY Gf RENTON
HAYMCNO AVF wATFR MAIN
SR 405 CRUSSM
PAGF 36
i
1
1
1
1
SPECIAL PROVISIONS
1
i
1
i
i
1
i
I
i
i
CITY OF RENTON
RAYMOND AVENUE S.W. 12" WATER MAIN CROSSING
nF 1-405 - WATER PRnJFCT W-712
APNA STANDARD SPECIFICATIONS
THE STANDARD SP°CIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION
' PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS
ASSOCIATION, 1981 EDITION, SMALL BE HEREINAFTER REFERRED TO AS THE
"STANDARD >PECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF
THE STATE OF WASHINGTON AND THE OR➢INANCES AND CHARTER OF THE CITY OF
RENTON. SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS
AS TROUGH OUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR
SUPERSEDED BY THE SPECIAL AND TECHNICAL PROVISIONS HEREIN.
A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE
PUBLIC WORKS DIRECTOR. MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE
THEY MAY BE EXAMINED AND CONSULTED BY ANY INTERESTED PARTY.
WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER,
SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE
REFERENCE IS MADE TD THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO
MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED
REPRESENTATIVE.
NOTE: THE SPECIAL AND TECHNICAL PROVISIONS HEREINAFTER CONTAINED SHALL BE
IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS Of THE STANDARD SPECIFICATIONS
IN CONFLICT HEREWITH.
HEADINGS
' HEADINGS TO PARTS, SECTIONS. FORMS, ARTICLES, AND SUSARTICLES ARE INSERTED
FOR CONVENIENCE 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 T0, OR IN LIEU OF, DIVISION
t, tl, III AND lY 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
i NOTED, WHERE SECTIONS ARE MARKED 'SUPPLEMENTAL SECTION", THE SPECIFICATIONS
HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS.
i
SPECIAL PROVISIONS
INDEX
' SECTION PAGE
SECTION 1
SPECIAL PROVISIONS SP 1
STANDARD SPECIFICATIONS SP 1
ACT OF GOD SP 1
SHOP DRAWINGS SP I
OR EOUAL SP 1
APPROVAL SP I
SECTION 2
PUBLIC OPENINGS OF BIDS SP 2
SECTION 3
CONSIDERATION OF BIDS SP 2
1 SECTION 4
PROCFDURE AND PROTEST BY THE CONTRACTOR SP 2
USE OF MATERIALS FOUND ON THE PROJECT SP 3
WASTE SITES SP 3
HOURS OF WORK SP 4
CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 4
SECTION 5
SUBMITTALS SP 4
' CONSTRUCTION STAKING SP 4
FINAL ACCEPTANCE SP 5
METHOD OF SERVICE OF NOTICE SP 5
EPRORS AND OMISSIONS SP 6
SECTION 7
SANI\AT:ON SP 6
LOAD LIMITS SP 6
EMPLOYMENT OF STATE RESIDENTS SP 6
WAGES SP 6
SUBCONTRACTING SP 9
RECORDS AND REPORTS SP 9
CONTRACTOR'S RESPONSIBILITY FOR WORK SP 10
RESPONSIBILITY FOR DAMAGE SP 10
PROTECTION AND RESTORATION OF PROPERTY SP 10
RESTORATION OF STRUCTURES AND SURFACES SP 11
UTILITIES AND SIMILAR FACILITIES SP 12
PUBLIC LIABILITY AND PROPERTY DAMAGE SP 12
GENERAL SAFETY REQUIREMENTS SP 13
FLAGMEN, BARRICADES, AND SIGNS SP 13
DUST CONTROL SP 14
RIGHTS OF WAY SP 14
EMPLOYMENT OPENINGS SP 14
SECTION 8
PROGRESS SCHEDULE SP 15
PRECONSTRUCTION COMFERENCF SP 15
N9TICE TO PROCEED SP 16
T14E OF COMPLETION SP 16
LIQJIDATED DAMAGES SP 16
OYERiIME WORK BY OWNER EMPLOYEES SP 17
CONTRACTUn'C PLANT AKU EQUIPMENT SO 17
ATTENTION TO WUKN SP 17
SECTION 9
MEASUREMENT OF QUANTITIES SP 17
SCOPE OF PAYMENT SP 18
OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 18
a
i
^!7� Or PENTON RAYMOND AVENUE S.W. 12" WATERMAIN
CROSSING OF 1-405 - W-712
SECTION 1
I-I.99A SPECIAL ►MIS!M (ADDITIONAL SECTION)
' ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS R£LATIN_ TO AND
PROVIDING FOR THE METHOD Of MEASUREMENT AND PAYMENT FOR WORK PERFORMED ARE
DELETED AND VOID, THE MEASUREMENT AND PAYMENT SECTION SET FORTH IN 'NESE
DOCUMENTS SHALL BE THE BASIS FOR PAYMENT OF ALL WORK PERFORMED UNDER THIS
CONTRACT.
1-1.390 STANDARD SPECIFICATIONS (ADDITIONAL SECTION)
OTHER CERTAIN RErERENCED STANDARDS. AS USED IN THIS SPECIFICATION, ARE FROM
THE LATEST EDITIONS OF:
' AWWA AMERICAN WATERWORKS ASSOCIATION
ANSI AMERICAN NATIONAL STANDARDS
ASA AMERICAN STANDARDS ASSOCIATION
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
1-1.50 ACT OF GOD (REPLACEMENT SECTION)
"ACT OF GOD" MOANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC
PHENOMENON OF NATURE, A RAIN, WINDSTORM, HIGH WATER CR OTHER NATURAL
PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY Of THE WORK,
WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE
GENERAL LOCALITY OF THE WORK, SHALL NOT PF CONSTRUED AS AN ACT OF GOD.
r1-1.51 SHOP DRAYINBS (REPLACEMENT SECTION)
' THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPi1ON Of THE
DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METHODS OF INSTALLATION. OR OTHER
CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR. OR A MANUFACTURER
AND SUBMITTED FOR THE APPROVAL OF THE OWNER.
I-1.52 OR EQUAL (REPLACEMENT SECTION)
tWHERE THE TERM "OR EQUAL" 1S USED HER;IN, THE OWNFR, OR THE OWNER ON
RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND
SUITABILITY OF THE PROPOSED SUBSTITUTION.
1-1.53 APMIQUAL (REPLACEMENT SECTION)
tTHE TERM "APPROVAL" OR "APPROVED" SMALL MEAN APPROVA. GIVEN BY OR GIVEN
PRO�ERLY ON THE BEHALF OF THE OWNER.
SP - 1
' RAYMOND AVENUE S.W. 12" WATERMAIN
CITY OF RENTON CROSSING OF I-405 - W-712
SECTION 2: BID PROCEDURES AND CONDITIONS
2-1.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION)
SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON, WASHINGTON, BY FILING
WITH THE C17Y CLERK, MUNICIPAL BUILDING, RENTON. WASHINGTON, AS PER CALL
FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD.
SECTION 3
3-1.01 CONSIDERATION OF BIDS (ADDITIONAL SECTIONi
AWARDING OF CONTRAC' WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES.
NO PARTIAL BIDS WILL BE ACLEPTED.
SECTION 4
' 4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION)
ANY SUPER ARISINGUESTIONS E
NTENDENT ORFOREMAN BETWEEN
ASTO THE MEANING OAND NINTENT OF CONTRACTOR
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 ,EJECT 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 LITIGATION, IT IS FURTHER AGREED BY THE PARTIES
HERETO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE
THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WON! 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 THF EVENT H CONTRACTOR OF THE OPINTO,4'
H I DAMAGED
INTERPRETATION, HESHALL, WITHIN3 DAYS. NOTIFYTHEENGINEERAND THE CITY
CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT OF THE DAMAGE OR
DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE
EVENT AN AGREENF3T CANNOT THEN RE REACHED WITHIN 3 DAYS, THE CITI AND THE
CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHALL SFIfi' A THIRD
WITHIN 5C DAYS THEREAFTER.
SP - 2
RAYMOND AVENUE S,W. 12" WATERMAiN
' CITY OF RENTON CROSSING OF 1-405 - W-712
1 THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL BE FINAL AND
BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS,
t 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 SUBMITTE
2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF;
3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE
' LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION.
THS BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN
WRITING THEIR FINDINGS AND CONfLUSIONS 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 BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S
FILING OF THE PROTEST OR ACTION 1S CAPRICIOUS OR WITHOUT REASONABLE
FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE
CONTRACTOR.
' THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE
CONTRACTOR 1S A RON RE.,IOENT 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)
SALVAGE MATEIA
AS NOTEDDISCARDED FACILITIESLSHALL, AT OTHETENGINEER'SNDISC ETNON, BEANCAREFULLY
tSALVAGED AND DELIVERED TO THE CITY SHOPS.
ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH
BASINS, AND STORM AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND
DELIVERED TO THE CITY SHOPS.
' ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE.
4-1.12 MRSTE SiTES (ADDITIONAL SECTION)
ALL MATERIALS DESIGNATED BY THE ENGINEER TO PE WASTED SHALL BE HAULED,
' DUMPED. AND SPREAD AT THE LOCATIONS SELECTED By THE CONTRACTOR.
' SP - 3
RAYMOND AVENUE S.M. 12" WATFR14AIN
' CITY OF RENTON CROSSING OF I-405 - W-712
' THE CONTRACTOR SHALL HAVE TFE RESPONSIBILITY OF OBTAINING HIS OWN WASTE
SITE. ALL WORK INCLUDED IN THIS SECTION SHALL BE CONSIDERED TO BE
INCIDENTAI. 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 DESCi1BED BELOW:
' THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND
RELATED EQUIPMENT AS DEEMED NEtl SSARY 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 SECTIUN)
THE WORKING HOURS FOR THIS PROJCT WILL BE LIMITED TO WEEKDAYS DURING THE
PERIOD FROM 8:00 A.M. TO 5:00 P.H. THE HOURS OF WORK MAY BE CHANGEJ AT THE
DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THc PUBLIC DR THE
CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE.
4-1.14 CONTRACTOR'S COPIES OF CONUACT DOCUMENTS
THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND
SPECIFICATIONS. AT LEAST 1 COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING
ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION 1N
GOOD ADDITIONAL IION COPIESN OFATHE ALL
CONT ACT DOCUMENTS, IF THE
REQUIRED, ANLIL THE
E FURNISHED
BY THE OWNER AT NET COST OF REPRODUCTION.
SECTION 5
' 5-1.03 SUBMITTALS (REPLACEMENT SECTION)
THE CONTRACTOR SHALL FURNISH ILL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE
D4TA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULEi, AND MANUFACTURER'S
INSTRUCTIONS AS REQUIRED TO 1EMONSTRATE FULLY THAT THE MATERIALS AND
EQUIPMENT TO BE FURNISHED AND THE METHODS OF HOF.K COMPLY WITH THE
' PROVISIONS AND INTENT OF TIIE SPECIFICATIONS AN) DRAWINGS. IF THE
INFORMATION SHOWS ANY DEVIATION FROM THE CONTPAC' REQUIREMENTS THE
CONTRACTOR SHALL, BY A STATEHENT IN WRITING ACCOMFANTING THE INFORMATION,
' ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASON THEREFORE.
5-1.D5 CONSTRUCTION STAKING (REPLACEMENT SECTIOl)
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 T OFFSET STAKES DIST;,NCES NOT
GREATER A T FEET. SET N ADVANCE
HE WORK. WHENEVER WORK IS 114 PROGRESS THE CONTRACTOR SHALL HAVE IN HIS
EMDLOYMENT A WORKER COMP_TENT TO SET A BATTER 30ARD OR OTHER CONSTRUCTION
GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY TFE ENGINEER.
RAYMOND AVE. S.W. 12" WATERMAIN
CITY OF RENTON CROSSING OF I-40> - W-7)2
SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND
MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN
ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES 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 CONTRACTOR'S NEGLIGENCE, ANY STAKES
SHALL BE DESTRDYED 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
DAI',Y 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 FUR 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
t DAYS ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR
CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME.
ALL COSTS FOR THE CONTRACTOR'S SURVEYIH SHALL BE CONSIDERED INCIDENTAL TO
' OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE.
' S.1.12 FINAL ACCEPTANCE (REPLACEMENT SECTION)
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF
THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION,
SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH
THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT
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 NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN
PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFi'ER OF
THE CORPORATION OR OWNER OR TO AN EXECUTIVE OFFICIAL IF THE OWNER IS A
GOVERNMENTAL ROUY, OR IF SENT BY REGISTERED UNITED STA"ES MAIL TO THE
BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS.
SP - 5
CITY OF RENTON RAYMOND AVENUE S.W. 12" WATERMAIN
CROSSING OF I-405 - W-712
t5-1.17 ERRORS AND ONISSIOIIS (REPLACEMENT SECTION)
IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS
DR OMISSIONS IN THE CONTRACT DOCUMENTS DR IN THE LAYOUT AS GIVEN BY SURVEY
POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN
THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE
SHALL IMMEDIATELY INFORM THE ENGINEER, THE ENGINEER, IF HE DEEMS IT
NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY.
ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL RE DONE AT THE
CONTRACTOR'S RISK.
' SECTION 7
7-1.04 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;
AL'.' MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF
WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE. WEIGHT,
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 LAW
ENFORCEMENT AGENT.
' THE CONTRACTOR 1S TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL
HAUL VEHICLES USED ON THIS PROJECT, LISTING THE VEHICLE NUMBER, LICENSE
NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS.
7-1.06 EMPLOVWKT OF STATE RESIDENTS (REPLACEMENT SECTION)
' SHE SECTION ON EMPLOYMENT OF STATE RESIDENTS IS DELETED IN ITS ENTIRETY.
7-1.09 WAGES (REPLACEMENT SECTION)
TH'S CONTRACT IS SUBJECT TO CHAPTER 39.12 RCM, AND AMENDMENTS AND ADDITIONS
THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE
LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES
AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AND
FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES
DEPAFTMENT OF LABOR DECISION NUMBER SPECIFIED IN THE SPECIAL PROVISIONS.
RAYMOND AVENUE S,W, 12" WATERK41N
C17Y OF RENTON CROSSING OF 1-405 _ W_712
tTHE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WM 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 COMPFNSABLE HOUR THE
FRINGE BENEFITS LISTED. IT 1S SPECIFICALLY UNDERSTOOD AND AGREED THAT THE
' WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES,
THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY
ITHE
NCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN
PROCUREDAFOP THEE CITY DOES T MINIMUM RATES SET RFORTANT H 04 ASSECHANGED,NT THAT LAIT ICAN BE
S THE
CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUMS AS
HE WILL HAVE TO PAY,
THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF CITY AND
INTENT TO DAY P
' WAGE", A COPY OF THE PREVAILING WAGE RATES FOR TH REVAILING
E PROJECT UPON WHICH THE
CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS 1N EACH
AN OF THE DEPART
CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL
STATISTICIMENT 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 WASHI NGTON
' DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U.S. SECRETARY OF LABOR, 1F
THERE IS A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A
SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS THAN THE
' WAGE WHICH IS THE HIGHER OF THE TWO.
IF E CONTRACTOR
RATES DETERMINED BY M THE S STATE DEPARTMENT I OF S LABO ON DRND CINDUSTRIES, HETS GOVERNED BY SHWAGE
ALL
' PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES
IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF
PROGRESSION FOR EACH SULK, APPREVICE EMPLOYEE.
' IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE
RATES DETERMINED BY THE U.S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE
' ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF
A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE
U.S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE
AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION
' BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL
SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE
BASISEyOR ESTABLISHING MAN RATIOS IWAGE SUCHRATES RATIOSN THE AND RATES ECFORREA. WHICH WLL BE THE
THE PROJECTI
IUNDER THE
APPLICABLE CONTRACT PROVISIONS.
IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORK
OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH
DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND
MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE DIRECTOR OF
THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO
THE UNITED STATES SECRETARY OF LABOR WHEN PREVAIL.NG WAGES ESTABLISHED BY
THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL,
t CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE.
RAYMOHD AVENUL S.W. WATERMAIN
CITY OF RENTON CROSSING OF 1-405 - W-712
' IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED 1N THE
SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE
APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK
IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR
AND INDUSTRIES.
IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND
WAGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE
PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMMEDIATELY
' FOLLOWING THE OCCUPATION CODE N.;MBER, 1.E.: 10-0010 YAK.E.
THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SWILL BE
OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE
OF THE CONTRACT AND FOR A PERIOD Of NOT LESS THAN THREE (3) YEARS AFTER THE
DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS
FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS
FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE
CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH
SUBCONTRACTORS OR AGENTS SHAH BE OPEN TO INSPECTION AND AUDIT BY
REPRESENTATIVES OF THE CITY ON THE SAME TERMS fND CONDITIONS AS THE RFCORDS
OF THE CONTRACTOR. IF AN AUDIT IS TO BE COMMENCED MORE THAN SIXT" (60)
DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE
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
tY MUST RMIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF
1 iTATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L A 1 NUMBER 700-2R
WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES).
' UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR
AND EACH SUBCONTNACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L B I
NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL
PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY
' MUST RECEIVE FROM THE PRIME CONTRACTOR A COPY OF "RELEASE FOR THE
PROTECTION OF PROPERTY OWNERS AND GENERAL CONTRACTOR" (FORM L. & 1. NUMBER
206-83 THE STATE DEPARTMENT OF LABOR AND INDUSTRIES). THESE AFFIDAVITS
t 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 LABOR AND INDUSTRIES. A FEE OF $12.50 PER EACH
"STATEMENT OF INTENT TO PAY PREVAILING WAGES" AN V W
' U HTIED TO THELABOR
INDUSTRIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESEFEES AN
SHALL MAKE LL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AN
' IN U H SE FEES SHALL BE INCIDENTAL TO ALL THE MS-7- S
C N
1N ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE
DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY
THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE AFFIDAVITS WILL BE REQUIRED
BEFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF RCM 60.76.010 ARE
RELEASED TO THE CONTRACTOR.
' SP - 8
' ITY OF RENTON RAYMOND AVENUE S.W, WATE CROSSING OF 1-405 _ W-7jZMAIN
' 7-12111 26COOTMTING (ADDITIONAL SECTION)
BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AFFIDAVIT
OF AMOUNTS RAID, MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS
ENTERPRISE, PARTICIPANTS IT THE FARM PROVIDED BY THE CITY,
ENTERPRISE
PAID TO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS
ENTERPRISE PARTICIPANTS, WOMEN
THE
I
7-1.11J RECORDS Alp REPORTS (REPLACEMENT
THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING
DOCUMENT BEFORE PROGRESS AND/OR FINAL PAYMFRTc TO THE CON1
APPROVED BY THE PUBLIC WORKS DIRECTOR
RACTOq WILL BE
1• EACH MONTH - DEPARTM[NT OF LABOR STANDARD FORM 257
2, FACN JULI - STATE HIGHWAY FORM PR-1391
THE OWNER WILL FURNR$H THESE FORMS TO THE
ELONSTRUCTID MEETING.
PRIME CONTRACTOR DURING THE
THE
AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE
BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE
PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY
FURNISHED
LABOR TO REVISED MAY 21, 1968, THE FORM OF CERTIFICATE WILL BE
FURNlSHEO TO THE MAY
MITH THE PROPOSAL, STATING AS TO WHETHER HE,
ANY PREVIOUS CONTRACTS
I HIS F RM, ASSOCIATION, OR CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN
OR
SUBJECT TO THE EQUAL OPPORTUNITY
CLAUSE AND IF S0, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER
APPLICABLE FILING REQUIREMENTS.
FAILURE OF THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL
BE DUE CAUSE FOR REJECTION OF THE BID.
I EQUAL IF A CONTRACTOR TO WHOM AN AWARD IS ABOUT TO Bc
CEPT
TY
PROMPTLYOR LACK OF AN
MEXECUTE ANDPLOYMENT FURNISH THEEPORT REQUIRED CERTIFICATE WITHIN R F10 DAYS AFTER
I NOTICE BY THE DIRECTOR OF p ICATE, REFUSES OR FAILS TO
pPOPOSAL, THE PROPOSAL PUBLIC WORKS THAT SAME IS LACKING FROM H
ACCOMPANIED THE BID, IN WILL BEFORFEITED FORTHH BOND, CHECK, C IS
OR ASH WHICH
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
OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORMARD IT
TGGETHER WITH SUCH REQUEST. 21, 19D ' RE SHALL
0 NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT
OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR,
FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE
ENGINEER ASSIGNED TO THIS PROJECT,
I PROJECT
SP - 9
RAYMOND AVENUE S.W. WATERMAIN
;ITY OF RENTON CROSSING OF 1-405 - W-712
77=1.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION)
' 'HE 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 WHICH MAY OCCUR ON
OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT. IF ANY SUCH LOSS OR
DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR
DAMAGE, AND IN THE EVENT OF THE CONTRACTOI 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 WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL
PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY.
NO PORTIONS OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE
AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE
CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE
ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM.
1
7-1.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE
PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE
' DURATION OF THE PROJECT, THE CONTRACTOR SHALL BE PREPARED TO USE WATERING
TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY
BY THE ENGINEER, TO AVOID CREATING A NUANCE.
' 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 SHOULD REPETITIVE COMPLAINTS BE RECEIVED BY THE
t 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 S1:ALL LIMIT HIS OPERATION TO THE AREAS OBTAINED
AND SHALL NOT TRESPASS ON PRIVATE PROPERTY.
THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE
WORK UNDER THE CONTRACT TOGETHER WITH THi RIGHT OF ACCESS TO SUCH LANDS.
THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS
EQUIPMENT OR MATERIALS.
' SP - 10
AYMOHU AVENUE S.W. WATERNA114
CITY OF RENTON CROSSING OF 1-405 - W-712
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 SURFACES
A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS,
RIGdT_Ur-Gam, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE
1 LIMITS OF SUCH EASEMENTS, RIGHT-OF-NAY OR FRANCHISE. ALL WORK SHALL BE
ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM
ACROSS EASEMENT UNT OF DAMAGE. THE CONTRACTOR
R TOL HA SCHEDULE T TRENCHES
S SHALLLEFT OPEN DURING WEEKENDS ORHOLIDAYSAND
TRENCHES SHALL NOT BE LEFT OPEN FOR MORE THAN 48 HOURS.
B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS
MAY-BF—NECESSARY� FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL
REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND WITH
MINIMUM REQUIREMENTS AS HEREIN SPECIFIED. HE SHALL ALSO REPAIR ALL
EXISTING STURCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS
CONTRACT.
C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL
CULTIV TED REAS, EI HER ICUL UR L OR LAWNS, NO 0 N R SURFACE
IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE
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 TR.'ES AND SHRUBBERY SHALL BE CAREFULLY REMOVED
WITH THE EARTH SURr JNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN
' THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALI. 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 1T IS
NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD 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 15
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-MAY.
SP - I1
RAYMOND AVENUE S.W. WATERMAIN
CITY OF RENTON CROSSING OF 1-405 - W-712
ALL CONSTRUCTION WORK UNDER THE CONTRACT ON EASEMENTS, RIGHT-OF-WAY OVER
PRIVATE PROPERTY, OR FRANCHISE SHALL BE CONFINED TO THE LIMITS OF SUCH
' EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WOFK 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 NOI
' BE LEFT OPEN FOR MORE THAN 48 HOURS.
DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT
' FROM DEWATERI., AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT
SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. THE ORIGINAL
CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN ANO/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.
D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION
OF fq-gllfP710E OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED.
IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMMEDIATELY
AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE
OWNER. 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 (ADDIT'ONAL SECTIONI
LOCATION AND DIMENSIONS SHOWN CN THE PLANS -OR EXISTING UNDERGROUND
FACILITIES ARE IN ACCORDANCE WIT+ THE BEST AVAILABLE INFORMATION WITHOUT
UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND
40CATION OF EXISTING FACILITIES,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND
PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE
' CONSTRUCTION AREA. THE CONTRACTOR IS WARNED THAT CITY OF RENTON WATER,
STORM DRAINAGE, SANITARY SEWERS, STREET LIGHTS, AND TRAFFIC CONTROL
UNDERGROUND UTILITIES ARE NOT A PART OF THE "ONE CALL" SYSTEM AND MUST BE
CONTACTED SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS.
IF, IN THE PROSECUTION 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 OPERATION TO THE SATISFACTION OF 'HE CITY; EXCEPT FOR CITY
OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT
CONTRACTOR'S EXPENSE.
7-1.18 PUBLIC LIABILITY AND PROPERTY DAMAGE (REPLACEMENT SECTION)
' THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FOLLOWS:
' SP - 12
RAYMONO AVENUE S.W. WATERMAIN
CROSSING OF 1-405 - W-112
CITY OF RENTON
THE AMOUNT OF COVERAGE SMALL BE NOT LESS THAN A SINGLE LIMIT OF S1.000,000
FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURENCE. IN
ADDITION, AN UMBRELLA INSURANCE COVERAGE OF NOT LESS THAN 15,000,DDO SHALL
1 BE PROVIDED, WITH THE OWNER THE NAMED INSURED. THIS LIMIT SHALL APPLY TO
COMPREHENSIVE GENERAL LIABILITY INSURANCE AND VEHICLE LIABILITY INSURANCE.
THE CONTRACTOR SHALL FURNISH THE CITY WITH SATISFACTORY PROOF OF CARRIAGE
1 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 SMALL NOTIFY ALL
LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRUCTION.
NAMES AND ADDRESSES WILL BE FURNISHED 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.
7-1.21C FLAGMEN, BURECADES. AND SIGNS (REPLACEMENT SECTION)
FLAGMEN. BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SMALL
CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U.S.
DEPARTMENT OF TRANSPORTATI10%.
1 COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U.S.
GOVERNMENT PRINTING OFFICE, WASHINGTON. D.C. 20402. THE CONTRACTOR SHALL
IMPLEMENT THE TRAFFIC CONTROL PLANS) APPEARING IN THE CONTRACT PLANS. AS
` APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE
CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC
CONTROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES
REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT
LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE
REWIRED.
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 PAVEMENT.
UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL
PROVIDE POSTS AND BE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION
OPERATIONS ARE COMPLETE. WHEN THE PROJECT INCLUDES STRIPING BY THE
CONTRACTOR, THE SIGNS AND POSTS SHALL BE REMOVED BY HIM WHEN THE NO PASSING
ZONES ARE RE-ESTABLISHED BY STRIPING. THE SIGNS SHALL BE RETURNED TO THE
STATE AND THE POSTS WILL BECOME THE PROPERTY OF THE CONTRACTOR FOR 141S
DISPOSAL. WHEN THE CONTRACTOR 15 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-ESTABLISHED BY STRIPING.
SP 13
1
RAYMOND AVENUE S.W. WATERMAIN
1 CITY OF RENTON CROSSING OF 1-405 - W-712
1 THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES,
GUARDS, FLAGMEN, AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN
1 ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS
OPERATIONS. IF THE CONTRACTOR S,4OULD FAIL TO MAINTAIN SUFFICIENT LIGHTS
AND BARRICADES, 1N THE OPINION OF THE ENGINEER, THE CITY SMALL HAVE THE
RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM
1 PAYMENTS DUE THE CONTRACTOR, WORK SMALL BE RESTRUCTURED, THE ORDER OF WORK
MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE
ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF
1 ACTION NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH,
AND WELFARE.
1 --LL SIGNS REMOVED SMALL BE SALVAGED AND DELIVERED TO THE CITY YARD.
TRAFFIC MOVEMENT SHALL BE HEREIN DEFINED AS APPLYING TO BOTH VEHICULAR AND
PEDESTRIAN TRAFFIC. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT
' SHALL BE MAINTAINED AS NEAR 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,
1 8:30 TO 8:00 A.M. AND 3:30 TO 5:00 P.M.
NO WORK SHALL BE DONE ON OR ADJACENT THE ROADWAY UNTIL ALL NECESSARY SIGNS
AND TRAFFIC CONTROL DEVICES ARE IN PLACE.
1 THE COST OF FURNISHING AND PLACING ALL CONSTRUCTION AND IDENTIFICATION
SIGNS SHALL BE INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE.
1 7-1.23E DUST CONTROL (ADDITIONAL SECTIONI
1 THE CONTRACTOR SHALL PROVIDE A MINIMUM 1.500 GALLON CAPACITY WATER TPllrK
WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STR__S
SHALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY, IN
1 ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO
ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE CITY.
1 7-1.24 RIGHTS OF WAY (ADDITIONAL SECTION)
THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE
1 CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL
COSTS OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE
PROViDFD TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON
1 PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE
EASEMENTS AND RIGHT-OF-ACCESS DOCUMENTS.
1 7-1.29 EMPLOYMENT OPENINGS (REPLACEMENT SECTION)
ENITRE SECTION OF STANDARD SPECIFICATIONS ON EMPLOYMENT OPENINGS IS
1 DELETED.
1 SP - 14
CITY OF RENTON RAYMOND AVENUE S.W. WATERMAIN
CROSSING OF 1.405 - W-712
' SECTION B
8-1.113 PROGRESS SCHEM LE (REPLACEMENT SECTION)
i MMED:--FLY AFTER EXECUTION AND DELIVERY OF THE CONTRACT AND BEFORE THE
' °IRST PARTIAL PAYMENT IS MADE, THE CONTRACTOR SHALL DELIVER TO THE
ENGINEER, AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FORM SATISFACTORY
TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION
' OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT
DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL
BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE
CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR
THE PURPOSE OE 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 IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS
WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR
SHALL. UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS
SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED
LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH TIME LOSS WILL
' BE MADE UP. AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF
THE ORIGINAL SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION
OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISIONS,
IT SHALL, UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE
PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS.
PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST 1S
' MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE
CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE
ACCEPTED SCHEDULE OF CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, IS
' HEREBY MADE AN OBLIUATION 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 SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITH TIME. PLACE,
AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A
REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW
' PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE,
AND DATE TO BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE.
1
' SP - 15
RAYMOND AVENUE S.W. WATERMAIN
CITY OF RENTON CROSSING OF 1-405 - W-712
B-1.D4 NOTICE TO PROCEED A141 PROSECUTION OF WORK (ADDITIONAL SECTION)
THC CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AND KING COUNTY AT LEAST 48
HOURS PRIOR TO COMMENCING WORL. THE SAME NO-IFICATIONS 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,
' 8-1.05 TIME OF COMPLETION (ADDITIONAL SECTION)
THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION
IN ALL PARTS AND PzQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE
TIME NOTED IN THE CALL FOR BIDS.
' '°ROVIDED, HOWEVER, THAT THE CITY COUNCIL SHALL HAVE 'HE RIGHT UPON REQUEST
OF THE PUBLIC WORKS DEPARTMENT, CITY OF RENTON, WASHINGTON, TO EXTEND THE
TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE
SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION
BY THE .URETY UN 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
1 NOT RELEASE THE CONTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE TO
COMPLETE THE WORK WITHIN THE TIME REOL'YRED.
RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, LINCOLN'S
BIRTHDAY, WASHINGTGN'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 SMALL
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 LIg1IOATED DAMAGES (ADDITIONAL SECTION)
THE LIQUIDATED DAMAGES DO NOT INCLU'._, 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.
' SP - 16
' RAYMONO AVEWi.; S.W. WATERMAIN
iF R_NTON CROSSING OF )-405 - W-712
rB-1.11 OVERTIME WORK BY OWNER EMPLOYEES (REPLACEMENT SECTION)
WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS
' PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES
INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $50
PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE
' NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE
CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES ^ - TH£
CONTRACTOR ON EACH MONTHLY ESTIMATE.
8-1.12 CONTRACTOR'S PLANT AND COUIPMENT (REPLACEMENT SECTION)
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY,
EFFICIENC'i, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTORS' PLANT AND
EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT tO MAKE USE OF THE CONTRACTOR'S
' PLANT AND EQUIPMFNT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK.
TH' USE OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND
PAID FOR ACCORDINGLY.
NEITHEP THE C'INER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME,
FOR THE SECURITY OF THE SITE FROM TH: TIME CONTRACTOR'S OPERATIONS HAVE
COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENG:'.-ER AND THE OWNER.
THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING,
BARRICADES, AND WATCHMAN SERVICE. AS HE DEEMS NECESSARv 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 PROSECUREO FAITHFULLY, AND WHEN HE IS NOT
i PERSONALLY PRESENT ON THE WORK, HE SHALL AT ALL REASCNABLE 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 CONTRACTGR. THE
CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS
DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE.
SECTION 9
9-1.01 MEASLNREMENT OF QUANTITIES (ADDITIONAL SECTION)
ALL DELIVERY TICKETS THAT ARF REQUIRED FOR THE PURPOSE OF CALCULATING
QUANTITIES FOR PAYMENT MUST BE RECFIVED BY THE ENGINEER AT THE TIME OF
DELIVERY. NO PAYMENT WILL BE MADE ON TICKETS TURNED IN AFTER DATE OF
DELIVERY OF MATERIAL.
SP - 17
RAYMOND AVE. S.Y. WATERMAIN
CITY OF RENTON CROSSING OF I-405 - W-712
eA. 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,
DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE
WEIGHT LIST SHALL RE MAINTAINED IN DUPLICATE WITH ONE SIGNED 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 VOL7ME AMD CERTIFY AS TO ITS FULL LOAD DELIVERY.
B. BY OTHER MEANS
v_THOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY
ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE
AWARD OF THE CONTRACT.
9-1.03 SCOPE OF PAYMENT (ADDITIONAL SECTION}
ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS,
' INCLUDING INSTALLATIONS, NOT IDENTIFIED AS 810 ITEMS IN THESE
SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF
ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS.
9-, )" 0NNER'S ltl T TD WITHHOLD CERTAIN AMOUNTS (ADDITIONAL SECTION)
' PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS
SCHEDULE, AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED.
IN THE EVENT THAT ANY MATERIAL OR WORKMANS41P DOES NOT MEET THE
REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH
MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH
ACCEPTANCE TO BE IN THE REST INTEREST OF THE CITY, PROVIDED, THE CITY MAY
tNEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP,
' SP - 18
1
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TECHMICAI. PROVISIONS
1 IMDEX
SECTION PAGE
' SECTION AD PERMITS 8 LICENSES TP I
10.1 PERMITS AND LICENSES TP 1
SECTION 12 CLEARING AND GRUBBING TP I
12.3 CLEARING AND GRUBBING TP 1
12.3.02 CONSTRUCTIEN DETAILS TP 1
12.3.03 MEASUREMENT AND PAYMENT TP 1
SECTION 23 CRUSHED SURFACING, RALLASTING AND STOCKPILINr, TP 2
23.1 DESCRIPTION TP 2
21.2.02 BALLAST TP 2
23.3.DA DEPTH OF LAYERS TP 2
23.3.15 MATFR TP 2
23.5 MEASUREMENT AND PAYMENT TP 2
SECTION 43 CEMENT CONCRETE COMBINED SIDEWALK, TP 3
CURB AND GUTTER
43.1.1 RESTORATION OF CEMENT CONCRETE COMBINED
SIDEWALK, CURB AND GUTTER TP 3
43.5 MEASUREMENT AND PAYMENT TP 3
SECTION 52 REMOVAL OF EXISTING S'REET IMPROVEMENTS To A
' 52.2.01 GENERAL TP 4
52.2,03 REMOVAL OF ASPHALT CONCRETE PAVEMENT TP 4
t $2.3 PAYMENT TP A
■
SECTION 54 PAVEMENT PATCHING TP 5
' $4.1 DESCRIPTION TP 5
54.3.�1 GENERAL TP 5
54.3.03 RIGID TYPE PAVEMENTS RESURFACED WITH
1 ASPHALT CONCRETE TP 5
54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE TP 5
54.3.06 INCIDENTAL WORK TP 6
54.6 MEASUREMENT AND PAYMENT TP 6
SECTION 56 LAWN REMOVAL AND REPLACEMENT TP 7
56.1.02 SOD REMOVAL AND REPLACEMENT TP 7
56.5 PAYMENT' TP 7 56.6 LANDSCAPE REPLACEMENT TP 7
56.6.02 MEASUREMENT AND PAYMENT TP 7
SECTION 72 PIPE AND FITTINGS FOR WATER MAINS TP 8
72.1 DESCRIPTION TP 8
t72.3.01 PIPE TP 8
72.3.01A DUCTILE IRON FIRE TP 8
72.3.02 FITTINGS TP 8
' 72.3.02A DUCTILE IRON PIPE TP 8
' SECTION 73 TRENCH, EXCAVATION. FOUNDATION. BEDDING AND
BACKFILL FOR WATER M7INS TP 9
73.2.04 BANK RUN GRAVEL FDR TRENCH RACKFILL TP 9
' 73.3 EXCAVATION TP 9
73.3.01 GENERAL TP 9
73.3.06 EXISTING UTILITIES 1 TP 9 73.3.07 TRENCH EXCAVATION TP 10
73.3.07A ROCK EXCAVATION T: 10
73.3.09 REMOVAL AND REPLACEMENT OF
' UNSUITABLE MATERIALS TP 10
73.3.10 BEDnING THE PIPE TP 10
73.3.10A RIGID PIPE TP 10
73.3.11 BAC.KFILLING TRENCH' TP 11 73.3.12 COMPACTION TP 11
73.4 MEASUREMENT TP 11
73.4.03 BANK RUN GRAVEL FOR TRENCH BANKFILL TP 11
' 73.4.04 518" MINUS CRUSHED POCK FOR TRENCH BAKCFILL Of
STREET CROSSINGS TP 12
73.5 PAYMENT TP 12
73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL TP 12
SECTION 74 PIPE INSTALLATION FOR WATER MAINS TP 13
' 74.1.01 ALIGNMENT TP 13
74.2 CONSTRUCTION TP 13
74.2.02 HANDLING OF PIPE TP 13
74.2.09 CONNECTION TP 13
74,2.09A TO EXISTING MAINS TP 13
74.2.11 HYDROSTATIC PRESSURE TEST TP 13
74.2.12 DISINFECTION OF WATER MAINS TP 16
' 74.2.128 REQUIREMENT OF CHLORINE TP 16
74,2.12P DECHLORINATION TP 16
74.2.13 CONCRETE BLOCKING To 17
74.4 PAYMENT TP 17
SECTION 75 'VALVES FOR WATER MAINS TP 18
' 75.2.03 GATE VALVES TP 18
75.2.06 VALVE BOXES TP 18
' 75.2.08 COMBINATION AIR RELEASE/AIR VACUUM VALVES TP 18
75.3 INSTALLATION OF VALVES -n 18
75.4 PAYMENT fP 19
SECTION 77 FIRE HYDRANTS TP 20
77.2 MATERIALS TP 20
77.2.01 MATERIAL FOR HYDRANTS TP 20
77.2.02 END CONNECTIONS TP 20
77.2.06 SIDEWALK FLANGE CONSTRUCTION TP 20
77.3 CONSTRUCTION DETAILS TP 20
77.3.01 SETTING HYDRANTS TP 20
77.3.02 HYDRANT CONNEC110NS TP 21
77,5 PAYMENT TP 21
SECTION 79 STREET CROSSINGS TP 22
79.1 DESCRIPTION TP 22
79.2 CASING MATERIALS TP 22
1 79.3 CAS-4' ALIGNMENT TP 22
7a_a CASING INSTALLATION TP 22
79.5 PIPE-CASING SUPPORT AND ENO SEAL MATERIALS TP 23
79.6 PIPE-CASING SUPPORT AND ENO SEAL INSTALLATI?N TP 23
79,7 PAYMENT TP 23
SECTION BO TELEMETRY CONDUIT, CABLE AND PULL BOXES TP 25
80.1 PVC CONDUIT TP 25
' 80.2 PULL BOXES TP 25
80.3 PAYMENT TP 25
CITY OF RENTON
' RAYMOND AVENUE S.W. WATERMAIN
CROSSING OF 1-405 - W-712
SECTION 10 PERMITS AND LICENSES
10.1 PERMITS AND LICENSES (SUPPLEMENTAL SECTION)
THE FOLLOWING PERMITS AND LICENSES ARE INCLUDED FOR THE
CONTRACTOR'S CONVENIENCE AND 0.RE TO RE STRICTLY ADHERED THE
'
THE INCORPORATION OF THESE DOCUMENTS INTO THESE SPECIFICATIONS O.
DOES NOT RELIEVE THE CONTRACTOR FROM OBTAINING OR COMPLYING
WITH THE NON-PERMANENT PERMITS AND LICENSES THAT THE
THE
SPECIALTOR AND TECHNICALEPORTIONS OP TO PROVIETHESEOUTLINED CONTRACTIDOCUMENTSGAND
AS MAY BE REQUIRED FOR THE CONSTRUCTION OPERATIONS. ADDITIONAL
PERMITS AND LICENSES K'Y BE REQUIRED FOR THE WORK OUTLINED IN
THESE DOCUMENTS_ THAT AR, NOT INCLUDED HEREIN. THE CONTRACTOR
' IS ADVISED TO CJNSULT WITH THE PUBLIC WORKS DEPARTMENT
REGARDING THE COMPLETENESS OF THE PERMITS AND LICENSES
INCLUDED HEREIN.
' SECTION 12 CLEARING AND GRUBBING
12.3 CLEARING AND GRUBBING
12.3.02 CONSTRUCTION DETAILS (ADDITIONAL SECTION)
CLEARING AND GRUBBING OF THE ACCESS AREAS AND THE WORK SITE
' SHALL BE ACCOMPLISHED IN ADVANCE OF EXCAVATION AND MOVE IN
WITH EQUIPMENT AND MATERIALS.
THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND DISPOSE OF IT AT A
SITE i WHICH BURNING WILL M BE PERMITTED.S STATE NO THE COUNTY CONTRACTOR R SHALLDS. N CI AR SAND
GRUB AREAS ONLY AS NECESSARY FOR ACCESS, EXCAVATION AND
STORAGE 07 EXCAVATED MATERIAL, AND FOR STORAGE OF EQUIPMENT
AND MATERIALS REQUIRED FOR ACCOMPL;SHING THE WORK. THE
CONTRACTOR SHALL GRUB AS NECESSARY TO KEEP ORGANIC MATTER OUT
OF THE BA.CKFILL MATERIALS.
12.3.03 MEASUREMENT An,. PAYMENT (REPLACEMENT SECTION)
THE COST OF CLEARING AND GRUBBING SHALL BE CONSIDERED
INCIDENTAL TO THE CONSTRUCTION OF THE PROJECT.
' TP - 1
CITY OF RENTON RAYMOND AVE. S.W. WATERMAIN
' CROSSING OF 1-405
SECTION 23 CRUSHED SURFACING BALLASTING AND STOCKPILING
23.1 DESCRIPTION (ADDITIONAL SECTION)
EXISTING SHOULDERS AND GRAVEL SURFACES SHALL BE RESURFACED
' WITH CRUSHED ROCK SURFACING (5/8 INCHES MINUS) SO THAT A
MINIMUM FINISHED THICKNESS OF 3-INCHES ON SHOULDERS.
FINISHED SURFACE SHALL MATCH THE SLOPE, CROWN AND GRADE OF TdE
' EXISTING SURFACE.
23.2.02 BALLAST (REPLACEMENT SECTION)
BALLAST AND MAINTENANCE ROCK WILL NOT BE REQUIRED.
' 23.3.04 DEPTH OF LAYERS (ADDITIONAL SECTION)
ALL CRUSHED ROCK MAY BE SPtEAD IN ONE LAYER AND SHALL BE
ADEQUATELY BLADED AND MIXED TO OBTAIN EVEN DISTRIBUTION OF THE
ROCK. ALTERNATE BLADING AND ROLLING SHALL CONTINUE UNTIL THE
REQUIRED FINISHED SURFACE AND DENSITY IS OBTAINED.
23.3.15 WATER (PARTIAL REPLACEMENT SECTION'.
iWATER SHALL BE ADDED DURING THE ROLLING OPERATIONS, AS
NECESSARY, TO OBTAIN NECESSARY COMPACTION REQUIREMENTS.
' 23.5 PAYMENT (REPLACEMENT SECTION)
FURNISHING AND INSTALLING CRUSHED ROCK SURFACING (5/8 INCH
MINUS) SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE
CONTRACT PRICE. PER TON, PAYMENT OF WHICH SHALL CONSTITUTE
1 FULL COMPENSATION FOR FURNISHING AND INSTALLING CRUSHED ROCK
ON SHOULDERS, GRAVEL DRIVEWAYS, ROADWAYS, ETC. CRUSHED ROCK
IN ROADWAY RESTORATION AREAS IS INCLUDED AS PART OF SECTION
54, PAVEMENT PATCHING.
TP - 2
CITY OF RENTON RAYMOND AVENUE S.M. WATERMAIN
CROSSING OF 1-405 - W-712
1 SECTION 43 CEMENT CONCRETE COMBINED SIDEWALK CURB AND GUTTER
43.1.1 RESTORATION OF CEMENT CONCRETE COMBINED SIDEWALK. CURS AND
GUTTER (ADDITIONAL SECTION)
' EXISTING PORTLAND CEMENT CONCRETE SURFACES (CURB AND GUTTER
AND SIDEWALK) SHALL BE REPAIRED WITH PORTLAND CEMENT
CONCRETE TO MATCH THE EXISTING SURFACES.
43.5 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION)
RESTORATION OF COMBINED CONCRETE SIDEWALK. CURB AND GUTTER
SHALL BE PAID PER SQUARE YARD OF CONCRETE. PAYMENT SHALL
ALSO COVER COMPLETE -OST OF RESTORATION OF AREAS AS
DETAILED.
' TP - 3
1
CITY OF RENTON
RAYMOND AVENUE S.W. WATERMAIN
CROSSING OF I-4U5 - W-712
SECTION 52 4EMOVAL OF EXISTING STREET 114PROVEMFNTS
' 52.2.01 GENERAL (ADDITIONAL SECTION)
THE CONTRACTOR SHALL INFORM AMD SATISFY HIMSELF AS TO THE
' CHARACTER, QUANTITY AND DISTRIBUTION OF ALL PAVEMENT REMOVAL.
REMOVAL OF EXISTING PAVEMENT SHALL COVER ALL TYPES AND
THICKNESSES OF PAVEMENT.
52.2.0: REMOVAL OF ASPHALT CONCRETE PAVEMENT (ADDITIONAL SECTION)
' CUT PAVEMENT. OR OTHER STREET AND ROAD SURFACES TO A MINIMUM
WIDTH WHICH WILL PERMIT THE PROPER EXCAVATION AND BRACING OF
THE TRENCH AND ALLOW FOR PASSAGE OF VEHICULAR AND PEDESTRIAN
TRAFFIC. ALL PAVEMENT CUTS SHALL BE SMOOTH STRAIGHT LINES
(SAW CUT) OR TO THE NEAREST CONSTRUCTION JOINT AND SHALL HAVE
CLAN VERTICAL FACES.
52.3 PAYMENT (REPLACEMENT SECTION)
THE COST OF ALL PAVEMENT REMOVAL SHALL BE CONSIDERED
INCIDENTAL TO THE CONTRACT COST.
1
TP . 4
1
L
CITY OF RENTON
L RAYMOND AVE, S.M. 12- WAIERMAIN
CROSSING OF 1-005 - W-712
LSECTION 54 PAVEMENT PATCHING
54.1 DESCRIPTION (REPLACEMENT SECTION)
LCITY STANDARDS SHALL BE USED WHERE MODIFICATION OF THE APWA
STANDARD SPECIFICATIONS ARE APPLICABLE.
1 ROADS, STREETS, DRIVEWAYS, SHOULDERS AND ALL OTHER SURFACED
AREA, REMOVED, BROKEN, CAVED-IN, SETTLED OR OTHERWISE DAMAGED
DUE TO THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THIS
CONTRACT, SHALL BE REPAIRED AND RESURFACED TO MATCH THE
EXISTING PAVEMENT OR LANDSCAPED AREAS AS SET FORTH IN THESE
SPECIFICATIONS.
AREAS ON THIS PROJECT, WHERE DIRECTED BY THE CITY. SAID
TEMPORARY PATCHES SHALL BE PLACED IMMEDIATELY AFTER
BACKFILLING AND COMPACTING AND SHALL BE MAINTAINED AT ALL
4 TIMES UNTIL FINAL PATCHING.
TP -
i
CITY OF RENTON RAYMOND AVE. S.W. 12" WATERMAIN
ICROSSING OF 1-405 - W-712
i
54.3.04 ASPHALT CONCRETE STREETS ON GRAN)LAR BASE (ADDITIONAL SECTION)
ALL BITUMINOUS STREET SURFACES SHALL BE RESTORED WITH CLASS
ASPHALT
PATCHES LOCATED CALONGGTHEI EDGE GHT 3OFMA NROADWAY. WHEREOUS TREATEDROTAWO A(2i
FEET OR LESS OF THE EXISTING PAVEMENT REMAINS. THE EXISTING
PAVEMENT SHALL BE REMOVED AND RESTORED FOR A MINIMUM WIDTH OF
FIVE (5) FEET IN THE ROADWAY FROM THE ORIGINAL EDGE OF
PAVEMENT.
EXISTING ASPHALTIC CONCRETE SURFACES SHALL BE P„CHED WITH
ASPHALTIC CONCRETE CLASS B OVER 4 INCHES OF CRUSHED ROCK BASE
COURSE.
PLACING AND MAINTAINTNS TEMPORARY NC COLD PREMIXED ASPHALTIC
CONCRETE PATCHES SHALL BE REQUIRED IN ALL PAVEMENT AREAS PRIOR
TO FINAL PATCHING,
54.3.06 INCIDENTAL WORK (ADDITIONAL SECTION)
THE ENDS AND EDGES OF THE PATCHED AND RESURFACED AREAS SHALL
MEET AND MATCH THE EXISTING SURFACE AND GRADE AND SHALL
TERMINATE IN NEAT, EVEN LINES PARALLEL TO, AND AT RIGHT ANGLES
TO THE ROADWAY, NO PIECEMEAL PATCHING OR REPAIR WILL BE
SHALL
EOHAV;DAMAGED,
EDGESSTURBED, OR OF EXISTING PAVEMENTS TRIMMED BACK AFFECTED AREAS
PROVIDE CLEAN, SOLID, VERTICAL FACES FREE FROM LOOSE MATERIAL.
54.4 MEASUREMENT AND PAVEMENT (REPLACEMENT SECTION)
ASPHALTIC CONCRETE SURFACE RESTORATION SHALL BE MEASURED AND
I PAID FOR AT THE CCNTRACT PRICE, PER SQUARE YARD; PAYMENT OF
WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE RESURFACING
COMPLETE, INCLUDING SUBGRADE PREPARATION, PREPARATION OF AND
CONNECTION TO EXISTING PAVEMENTS, BASE COURSE, TACK COAT,
FINISHING AND ALL NECESSARY INCIDENTAL WORK.
FURNISHING AND INSTALLING MC COLD MIX FOR TEMPORARY PATCHING
SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.
MAXIMUMTHE
EXCEPT AS REQUIRED BY1 CITY(STANDARDS. ANY IL PATCHING FDEET
ONE
BEYOND THIS LIMIT WILL BE DONE AT 1HE CONTRACTOR'S EXPENSE.
TP - 6
1
CITY OF RENTON RAYMOND AVENUE S.N. 12" WATER14AIN
iCROSSING OF 1-405 - W-712
iSECTION 56 LAWN REMOVAL ANC RLPLACEMENT
56.1.02 500 REMOVAL AND REPLACEMENT (PARTIAL REPLACEMENT SECTION)
EXISTING LAWNS SHALL BE RE-TURFED AFTER PROPER BACKFILLING AND
SETTLING. THE CITY REPRESENTATIVE SHALL DETERMINE WHETHER THE
iSOD SHALL BE REPLACED WITH EXISTING SOD, NEW SOD, OR SEEDED.
i 56.5 PAYMENT (REPLACEMENT SECTION)
SOD REMOVAL AND REPLACEMENT SHALL BE INCIDENTAL TO THE
CONTRACT.
56.6 LANDSCAPE REPLACEMENT (SUPPLEMENTAL SECTION)
56.6.01 EXISTING LANDSCAPING, INCLUDING FENCES, ROCKERIES, PLANTINGS,
i BUSHES. TREES, ETC. SHALL BE RESTORED TO ORIGINAL OR
BETTER-THAN-ORIGINAL CONDITION,
56.6.02 MEASUREMENT ANO PAYMENT (SUPPLEMENTAL SECTION)
LANDSCAPE RESTORATION SHALL BE INCIDENTAL TO THE CONTRACT,
i
i
i
1
i
TP . 7
RA91OND AVENUE S.M. 12" WATERMAIN
CROSSING OF 1-405 - W-712
t
SECTION 72 PIPE ANO FITTINGS FOR WATER MAINS
' 72.1 DESCRIPTION (ADDITIONAL SECTION',
ALL PIPE SIZES, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED
HEREIN, ARE 1N REFERENCE TO "NOMINAL" DIAMETER, UNLESS
OTHERWISE INDICATED.
' ALL PIPE SHALL BE FABRICATED TO FIT THE PLAN SHOWN ON THE
DRAWINGS. WHERE RELOCATION OF, OR REPLACEMENT OF, EXISTING
PIPING IS NECESSARY DURING CONSTRUCTION, MATERIALS USED SHALL
MATCH THE EXISTING, SUBJECT TO THE APPROVAL OF THE CITY.
, 72.3.01 PIPE
72.3.01A DUCTILE IRON PIPE (PARTIAL REPLACEMENT AND ADDITIONAL SECTION)
4" TO 12" PIPE SHALL BE 1116" CEMENT LINED.
THE PIPE JOINTS SHALL CONFORM TO SPECIFICATION A21.11-1980
(AWWA C111-80). PIPE JOINTS SHALL BE PUSH-ON JOINT,
MECHANICAL JOINT OR AS SHOWN ON THE PLANS.
' PIPE CLASS SHALL BE AWWA THICKNESS CLASS 52.
72.3.02 FITTINGS
' 12.3.02A DUCTILE IRON PIPE (ADDITIONAL SECTION)
JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER ANSI
SPECIFICATION A21.11-1980 (AWWA C111-80) OR FLANGED JOINT AS
' PER ANSI A21.15-1982 (AWWA C111-80) WITH RUBBER GASKETS.
FITTING JOINTS ARE SHOWN ON THE PLANS.
i TP - 8
1
CITY OF RENTON
RAYMOND AVENUE S.W. 12" WATERMANN
CROSSING OF 1-405 - W-712
SECTION 73 TRENCH, EXCAVATION, FOUNDA"'ON, BEDDING AND BACKFILL FOR WATER
MAINS
73.2.04 BANK RUN GAVE' FOR TRENCH BACKFILL (ADDITIONAL SECTION)
TRENCH BACKFILL FOR THE PIPE SHALL CONSIST OF CRUSHED OR
NATURALLY-OCCURING GRANULAR MATERIAL FROM SOURCES SELECTED BY
THE CONTRACTOR. THE SOURCE AND QUALITY OF THE MATERIAL SHALL
BE SUBJECT TO APPROVAL BY THE C. rY, TRENCH BACKFILL SHALL
MEET REQUIREMENTS FOR BANK RUN GRAVEL. CLASS "B" IN ACCORDANCE
WITH SECTION 26 OF THE STANDARD SPECIFICATIONS.
73.2.05 5/8" MINUS GRAVEL FOR TRENCH BACKFILL OF STREET CROSSINGS
(ADDITIONAL SECTION)
TRENCH BACKFILL FOE STREET CROSSINGS SHALL CONSIST OF 5/8"
MINUS CRUSHED ROC, MANUFACTURED IN ACCORDANCE WITH SECTION
23-2.01 THE MATERIAL SHALL BE UNIFORM IN QUALITY AND
�6"STAN " Y FREE FROM WOOD, ROOTS AND OTHER EXTRANEOUS
MATEkTAI
73.3 EXCAVATION
' 73.3.01 GENERAL (ADDITIONAL SECTION)
THE CITY SHALL' HAVE
MOVING, PLACING, AND DISTRIBUTION LNOFO ALL VMATERIALS RAND A SHALL
DETERMINE THE SUITABILITY OF MATERIAL TO BE USED AS BACKFILL.
73.3.06 EXISTING UTI'-ITIES (ADDITIONAL SECTION)
THERE ARE VARIOUS PLACES SHOWN ON THE CONSTRUCTION DRAWINGS
WHERE THE NEW WATERLINE WILL CkOSS OR CONNECT TO EXISTING
FACILITIES. ALL ELEVATION AND LOCATION INFORMATION SHOWN IS
CALCULATED FROM PRIOR CONSTRUCTION RECORDS WHICH ARE NOT
AYS ACCURATE. THEREFORE, ALL CROSSING OR CONNFCTION
LOCATIONS MUST BE EXCAVATED AND VERIFIED BY THE CON-RACTOR
PRIOR TO LAYING OF PIPE IN THE NEAR VICINITY OF THESE
CROSSING/CONNECTIONS.
TP - 9
I aNnond Ave. S.W.-Crossino- of )--
L ��05 _ _ W_71.2 cunt
PAY E S T I MAI l:S 3 o is .i
' RAYMOND AVENUE S.M. 12" WATERMAIN
CITY OF RENTON CROSSING OF 1-405 - W-712
73.3.07 TRENCH EXCAVATION (ADDITIONAL SECTION)
TEMPORARY DRAINS AND DRAINAGE DITCHES SHALL BE INSTALLED TO
INTERCEPT OR DIRECT SURFACE ANDIC; ,JOSURFACE WATER, WHICH MAY
AFFECT THE PROMOTION OR COIM':iION OF THE WORK.
THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE
CHARACTER, QUANTITY, AND DISTRIBUTION OF ALL MATERIALS TO BE
EXCAVATED.
73.3.07A ROCK EXCAVATION (ADDITIONAL SECTION)
ANY SOLID ROCK EXCAVATION, EXTRA EXCAVATION, UNFORESEEN
' OBJECTS, OR UNSUITABLE MATERIALS ENCOUNTERED SHALL BE
EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY.
f73.3.09 REMUYAL AND REPLACEMENT OF UNSUITABLE MATERIAL (ADDITIONAL
SECTION)
ALL EXCESS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF AT A
SITE APPROVED BY THE CIT1.
IN CASE UNSTABLE OR UNSUITABLE EXISTING MATERIAL 1S
ENCOUNTERED AT THE TRENCH BOTTOM, THE CITY MAY DIRECT THE USE
ijF SUITABLE FOUNDATION MATERIAL. UNSUITABLE MATERIALS SMALL
BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY TO GIVE
BACKFILL FULL BEARING ON SOLID GROUND. OLD FILLS, WASTES, OR
UNSUITABLE MATERIALS, INCLUDING LOGS, STUMPS, PEAT OR MUCK
WILL RE EXCAVATED WHEN, IN JUDGEMENT OF THE CITY, THESE
' MATERIALS WILL IMPAIR THE STABILITY OF THE BACKFILL.
WET TRENCH CONDITION WILL NOT NECESSARILY BE CONSIDERED AS AN
' INDICATION OF UNSTABLE CONDITIONS. FOUNDATION MATERIAL SHALL
BE CLASS "A" OR "B"; THE TRENCH SMALL BE DE-WATERED AND
INSPECTED BY THE CITY TO DETERMINE THE SUITABILITY OF THE
TRENCH MATERIAL.
73.3.10 BEDDING THE PIPE
' 73,3.10A RIGID PIPE (ADDITIONAL SECTION)
' THE BOTTOM OF THC TRENCH MUST BE SHAPED TO UNIFORMLY SUPPORT
THE BOTTOM QUADRANT OF THE PIPE THROUGHOUT THE ENTIRE PIPE
LENGTH.
SELECT NATIVE MATERIAL MAY BE USED FOR BEDDING OF DUCTILE IRON
PIPE PROVIDED IT CONFORMS TO SECTION 73.2.024.
! TP - 10
' CITY OF RENTOR RAYMOND AVENUE S.W. 12" WATERMAIN
CROSSING OF 1-405 - W-712
1
73.3.11 BACKFILLING TRENCHES (O.DDITIONAL SECTION)
TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH KING COUNTY
STANDARDS. EXCAVATED MATERIALS THAT ARE FREE FROM MUD, MUCK,
ORGANIC MATTER, BROKEN BITUMINOUS SURFACING, STONES LARGER
THAN 8 INCHES IN DIMENSION, AND OTHER DEBRIS SHALL BE USED FOR
BACKFILL EXCEPT WHERE OTHERWISE REQUIRED.
BACKFILLING OF OPEN EXCAVATED STREET CROSSINGS SHALL BE IN
' ACCORDANCE WITH KING COUNTY STANDARDS AND SHALL CONSIST Of THE
PLACEMENT AND COMPACTION OF 1DO% 5/8" MINUS CRUSHED ROCK FOR
THE WIDTH OF T1IE STREET CROSSING.
-3.3.12 COMPACTION (ADDITIONAL SECTION)
INITIAL BACKFILL SHALL BE PLACED AROUND THE vIPE IN LAYERS NOT
EXCEEDING B INCHES IN DEPTH, AND EACH LAYER SMALL BE
THOROUGHLY COMPACTED BY MECHANICAL TAMPERS TO AT LEAST 95
' PERCENT OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS
DETERMINED BY STANDARD PROCTOR COMPACTION TEST, ASTM 0698.
METHOD D, ALL WORK RELATED TO THE TESTING OF THE COMPACTION,
INCLUDING PROCTOR TESTS AND COMPACTION TESTS, SHALT BE TAKEN
' IN THE PIPE TRENCH AREAS. THE LOCATION OF THE TESTS SHALL BE
SELECTED BY THE CITY; THE FIRST COMPACTION TEST AT EACH
LOCATION SHALL BE PROVIDED BY THE CITY AT NO EXPENSE TO THE
CONTRACTOR. SHOULD ONE OR MORE OF THESE TEST FAIL TO MEET THE
SPECIFICATIONS, ADDITIONAL TESTS WILL BE TAKEN AS REQUESTED BY
THE CITY AT THE CONTRACTOR'S EXPENSE.
IN PLACE DENSITY DETERMINATION SHALL BE MADE IN ACCORDANCE
WITH ASTM D155P. EXCEPT AS OTHERWISE APPROVED BY THE CITY.
TESTING FOR COMPACTION IN THE IMPROVED AREAS SHALL BE IN
' ACCORDANCE WITH THE TESTING AS STATED IN THE PARAGRAPH ON
INITIAL BACKFILL.
' WHEN WORKING IN EITHER THE CITY OR COUNTY RIGHT-OF-MAY, THE
APPLICABLE AGENCY'S SPECIFICATIONS FOR COMPACTION SHALL BE
FOLLOWED BY THE CONTRACTOR.
73.4 MEASUREMENT
73.4.03 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION)
MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" SHALL BE
BY THE TON MEASURED IN THE TRUCKS AT THE POINT OF DELIVERY.
! TP - 11
1 'iAYMONO AVE. S,W. 12" WATERMAIM
CITY OF RENTON CROSSING OF I-495 - W-712
73.4•04 518" MINUS CRUSHED ROCK FOR
CROSSINGS (REPLACEMENT SECTION) TRENCH BACKFILL Of STREET
MEASUPEMENT OF 5/8" MINUS CRUSHED ROCK SHALL BE BY THE TON IN
' THE TRLCKS AT 74E POINT OF DELIVERY,
73.5 PAYMENT
4 SEPARATE PAYMENT WIL, BE MADE FOP, CLEARING AND GRUBBING,
REMOVAL OF EXISTING STREET IMPROVMENTS, FURNISHING ANO
INSTALLING SAND CUSHION, PROTECTION OF EXISTING UTILITIES AND
SERVICES, TRENCH EXCAVATION AND S BACKFILL ITEMS , BEDDING THE PIPE AND
AS INCICNNTALE TOCKF THEILL WORK OF SCONSTR CTING LTHE WATER MAIN AND
L BE CONSIDERED
ALL COSTS THEREOF SHALL BE iNCI UDEO IN THE PAYMENT AS
SPECIFIED IN SECTION 74-4,
73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION)
' THE PRICE PER TON SHALL BE FULL COMPENSATION FOR FURNISHING
AOF THE WL PLACING THE BACKRUN GRAVEL AS OUTLINED IN SECTION 26.2.01
STANDARD
NO SEPARATE PAYMENT SPECIFICATIONS ANY T KIND WILLS BE MADEU FORKUSHED COMPACTROCK
ING:
' WETTING, DRYING, WATER, PROCESSING OR MATERIALS, OR REMOVAL OF
UNSUITABLE SOILS.
' SHOULD THE CONTRACTOR EXCAVATE BELOW THE DESIGNATED LINES AND
GRADES WITHOUT PRIOR APPROVAL, HE SHALL REPLACE SUCH
EDIR,'CTED By THE CITYXCAVATION WITH THE NATIVE MATERIAL OR IMPORTED BACKFILL, "S
' IMP04 ED CACKFILL SHALL AND T
PLACEDE ONONTRALY NiOTHOSEEXPLACES
DESIGN,JED BY NO FP
REPLACED OUTTSIDEEOFITY THE VERTICAL PLANES,NT I FOOT BE MAEOUTSIDETOFIAND
' PARALLEL TO THE BARREL OF THE PIPE AND NOT THE BELL OR COLLAR.
NO PAYMENT SHALL BE MADE FOR MATERIAL WHICH IS USED FOR
PURPOSES OTHER THAN THOSE DESIGNATED.
t
TP - 12
ZITY OF RENTON
RAYMOND AVENUE S.W. WATERMAIU
CROSSING OF I-405 - W-712
SECTION 74 PIPE INSTALLATION FOR WATER MAINS
' 74.1.01 ALIGNMENT (SUPPLEMENTAL SECTION)
THE LOCATION OF THE WATER MAINS, VALVES AND FITTINGS,
' INCLUDING MODIFICATIONS, WILL BE STAKED BY THE CITY WHEN
REQUESTED BY THE CONTRACTOR. PIPES SHALL BE LAID TO SPECIFIED
GRADE AND ALIGNMENT. REPLACEMENT OF STAKES LOST OR DESTROYED
SHALL BE MADE AT THE CONTRACTOR'S EXPENSE.
74.2 CONSTRUCTION
74.2.02 HANDLING OF PIPE (ADDITIONAL SECTION)
' JOINTING SHALL CONFORM Tn THE MANUFACTURER'S RECJMMENDATIONS.
1HE OPEN ENDS OF PIPE AND FITTINGS SHAi,L BE PLUGGED WITH A
' TEMPORARY WATERTIGHT PLUG WHENEVER WORK IS STOPPED AND/OR WHEN
RATER 1N THE TRENCH THREATENS TO ENTER THE PIPE. THE
IN;=ECTOR WILL STOP WORK UNLESS AN APPROVED PLUG IS ON SITE
AND AVAILABLE.
74.2.09 CONNECTIONS
' 74.2.09A TO EXISTING MAINS (ADDITIONAL SECTION)
' CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON
THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING,
DIMENSIONS AND ELEVATIONS TO ASSURE PROPER FIT.
THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO
INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION
DRAWINGS, THE CONTRACTOR SHALL PERFORM THE EXCAVATION,
BEDDING AND BACKFILL AND PROVIDE CONCRETE BLOCKING FOR THE
CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE EXISTING
MAIN AND ASSEMBLE ALL MATERIALS.
74.2.11 HYDROSTATIC PRESSURE AND LEAKAGE TEST (REPLACEMENT SECTION)
ALL WATER MAINS .AND APPURTENANCES SHALL BE TESTED UNDER A
HYDROSTATIC PRESSURE EQUAL TD 150 PSI IN EXCESS OF THAT UNDER
' WHICH THEY WILL OPERATE OR IN NO CASE SHALL THE TEST PRESSURE
TP - 13
t RAYMOND AVENUE S.W. )2" WATERMAIN
CROSSING OF 1-05 - W-712
C171 OF RENTON
BE LESS THAN 200 PSI. ALL PUMPS, GAUGES . .UGS, SADDLES,
CORPORATION STOPS, MISCELLANEOUS NOSE AND PIPING, AND OTHER
EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHILL BE FURNISHED
AND OPERATED BY THE CONTRACTOR.
THE PIPEL NE SHALL BE BACKFILLED SUFFICIENTLY TO PREVENT
MOVEMENT OF THE PIPE L'NOER PRESSURE. ALL THRUST BLOCKS SHALL
BE IN PLACE AND TIME ALLOWED FOR THE CONCRETq TO CURE BEFORE
TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE
CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING ANC
REMOVE IT AFTER TESTING.
THE MAINS SHALL BE FILLED WITH WATER AHD ALLOWED TO STAND
UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE ESCAPE
OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER,
THE OWNER WILL FURNISH THE WATER NECESSARY TO FiLL THE
PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN
SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM
OPERATION.
BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE
EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF
' PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE
CONTRACTOR SHALL INSTALL CORPORATION COCKS AT SUCH POINTS SO
THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER.
AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS
SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE
CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL
' BE REMOVED AND PLUGGED OR LEFT IN PLACS AT THE DISCRETION OF
THE OWNER.
THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE
REQUIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES
UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND
THEN PUMP THE MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE
TEST, THE SECTION BEING TESTED SHALL BE OBSERVED TO DETECT ANY
VISIBLE LtAKAGE. A CLEAN CONTAINER SHALL RE USED FOR HOLDING
WATER FOR PUMPING UP PRESSURE ON THE MAIN BEING TESTED. THIS
MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF CHLORINE
ITO A CONCENTRATION OF 50 MG/t.
THE OO;NTITY OF WATER REQUIRED TO RES-ORE THE INITIAL
HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER
1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT
ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2)
BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A
SWEEP UNIT HAND REGISTERING ONE GALLON PER REVOLUTION. THE
METER SHALL BE APPROVED BY THE OWNER.
' TP - 1A
' RAYMOND AVENUE S.M. 12" WATERMAIN
CROSSING OF 1-405 - W-712
CITY OF RENTON
ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS.
AS FOLLOWS:
,. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED
THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING
TABLE.
iALLOWABLE LEAKAGE PER 1000 FT OF PIPELINE• - GPH
.............................:,...,..,,...........................
_ NOMINAL PSPE DIAMETER - IN.
AVERAGE TEST
PRESSURE-PSI 6 B 10 12 16 20 24
450 0.95 1.27 1.59 1.91 2.55 3.19 3.82
400 0.90 1.20 1.50 1.80 2.40 3.00 3.60
360 0.84 1.12 1.40 1.69 2.25 2.81 3.37
275 0.75 1.00 1.24 1.49 1.99 2.49 2.99
25C 0.71 0.95 1.19 1.42 1.90 2.37 2.85
225 0.68 0.90 1.13 1.35 1.80 2.25 2.70
200 0.64 0.85 1.06 1.28 1.70 2.12 2.55
• IF THE PIPELINE UNDER li ST CONTAINS SECTIONS Of VARIOUS DIAMETERS,
THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH
SITE. OR, FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA
1 STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS.
2. THE LOSS 1N PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE
DURING THE TEST PERIOD.
GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR
ACCURACY AT A LABORATORY BY THE OWNER.
ANY VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE
CONTRACTOR TO THE SATISIFACTION OF THE OWNER REGARDLESS OF THE
ALLOWABLE LEAKAGE SPECIFIED ABOVE, SHOULD THE TESTED SECTION
FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE
CONTRACTOR SHALL, AT ITS OWN EXPENSE, LOCATE AND REPAIR THE
DEFECTS AND THEN RETEST THE PIPELINE.
ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES
OPEN AND PRESSURE AGAINST THE HYDRANT VALVE, AFTER THE TEST
HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING
EACH IN TURN AND RELIEVING THE. PRESSURE BEYOND. THIS TEST OF
t TP . 15
CITY OF RENTON RAYMOND AVENUE S,W. 12" WATERMAIN
CROSSING OF 1.405 - W-712
THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE
LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST
THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE
PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE
' RATED WORKING PRESSURE OF THE VALVE.
SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET.
THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS
THAN 1,900 FEET IN LENGTH, INSTALLED BY EACH OF THE
CONTRACTOR'S
TO OALIFY THE CREW
ANO ORTHE MA ERIAL. BPIPE SLAYING SHALLTED RDERNOT BEU
UCONTINUED MORE
' THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SHALL
HAVE BEEN TESTED SUCCESSFULLY.
1 PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST,
THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY
READY FOR
TEST TO ASSURE THAT T ED�IPELLISH INE AS
SATISFACTORY SHAAVUCCESSFULLY PCONDITION.
' DEFECTIVE MATERIALS OR WORKMANSHIP, DISCOVERED AS A RESULT OF
HYDROSTATIC FIELD TEST, SHALL BE REPLACED BY THE CONTRACTOR AT
' ITS EXPENSE. WHENEVER IT ;S NECESSARY TO REPLACE DEFECTIVE
MATERIALBE gLBEOR RE RUN CORRECTATTH TH WORKMANSHIP.
CONTRACTOR'S E EXPENSE HYDRSTATI
UNTILESA
' SATISFACTORY TEST IS OBTAINED.
,4.2.12 DISINFECTION OF WATER MAINS (PARTIAL REPLACEMENT SECTION)
DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR
TO COMPLETION OF THE P40JE7 AND SHALL BE IN ACCORDANCE W;TH
AWWA STANDARD SP[CIFICA-IONS C601
ACCEPTA OF THE STATE Of -81 AND SHALL MEET THE
HEALTH SERVICES.E WASHINGTON DEPARTMENT OF SOCIAL AND
HEALTH SERVICES.
DISINFECTION OF THE ENTIRE WATER SYSTEM INSTALLED OR DISTURBED
STAGS VALVES AND
APPTE HEREIN.
CONTRACT.
CREQUIRED INCLUDING
CONFORM WITH THE PIPE, PIPE NSPLIFICATIONS
STATED HEREIN.
"•2.125 REOUIREMFNT OF CHLORINE (REPLACEMENT SECTION)
THE N
PARTS PER gMILLION NAND TTHIS OSOLUTIION NSHALL TBE HELD FOR HE WATER AA LPEBE 60
RI00
t OF 24 HOURS.
74.2.12P DECHLDRINATION (SUPPLEMENTAL SECTION)
DECHLORINATION OF ALL WATER USED FOR DISINFECTION SMALL BE
' ACCOMPLISHED IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL
TP 16
.r
CiTY OF RENTON RAYMOND AVENUE S,W,
r , CRO$$'NG OF 1-40$ - 12" WAiERMglN
W-712
rINCLUDED IN THIS DOCUMENT, WATER CONTAINING
RESIDUALS SHALL NOT BE DISPOSEn INTO THE STORM
OR ANY WATERWAY, IN CHLORINE
DRAINAGE SYSTEM
74,2'13 CONCRETE BLOCKING
(ADDITIONAL SECTION)
rPROVIDE ERTICA CONCRETE BLOCKING AT ALL FITTINGS AND H
VERTICAL ANGLE POINTS. CONFORM TO THE STANDARD
GENERAL BLOCKING HEREIN AND THE HORIZONTAL OR
r VERTICAL BLOCKS. E APWA STANDARD DETAIL FOR
WITH 4_Mil POLYET YLENE1TTINGS PLASTIC
TO BE BLOCKED SHALL BE WRAPPILS ED
PROPERLY FORMED WITH PLYWOOD DROTHER CONCRETE BLOCKING SHALL
SHALL
AMC SHALL N IT BE POURED AROUND J01NTS, TH BE
SHgll BE STRIPPED v ACCEPTABLE FARMING
REQUIRED, SHALL BE RjNSTAL Ep CyITNLTHE USE AC LE RODS WHERE
FORMS
ALL SHACKLE RODS SHALL BE GALVANIZED OROF WHERE
' OF ASPHALT VARNISH, COATED WITIAiCTLE LUGS.
WO OATS
74,4 PAYMENT
' ''HE PRICE PER LINEAL F
PIPE, OF SIZE AND 00T FOR INSTALLING THE DUCTILE
r COMPENSATION FOR THE QUANTITY MISTED, $HALL CONSTITUTUE FUII
INCLUDING; ALL PAVEMENT TER LINE, IN PREPARATION, p REMOVAL, EKCAVATIOE COMPLETE,
SHORING, IPA' DtoE LAYINGERIN , qqp FOUNDATION
FURNISHING ANOE.INSTAIIINGCgLNECFITTINGS, JOINTING; SHEETING,
SHALL BE MEASURED AND PAID F R EKISTtNG vIDING, AND
YARD. SHACKLE RODS SHAII O AT THE UNITOPRICEEP R CUBIC
r PAYMENT SHALL CONSTITUTE FULL BE INCIDENTAL T PER
CUBIC
NECESSARY MATERIALS IN P COMPENSATION FOR FURNIS PROJECT
LACE, COMPLETE,
r
1
r
r
r
r
TP - 17
1 CITY OF RCNTON
CROSSINGAOFnUE S.M. 12° WATERMIN
1-405 - W.712
t
SECTION 79 JACKED OR BORED STREET CROSSINGS (SUPPLEMENTAL SECTION)
' 79.1 DESCRIPTION
' THE WORK INCLUDES THE JACKING AND/DR AUGERING OF STEEL CASING
PIPES UNDER STREETS, AND ROADS AT THE LOCATIONS SHOWN ON THE
DRAWINGS AND PROVIDING PIPE-CASING SUPPORTS AND END SEALS FOR
' THc WATER MAIN.
T9.2 CASINt, MATERIALS
THE CASING PIPE TO E JACKED OR AUGERED UNDER THE STREET SHALL
BE SMOOTH STEEL, BARE PIPE, WITH OUTSIDE DIAMETER AND MALL
THICKNESS SET FORTH BELOW FOR THE SIZE OF WATER MAIN TO RE
INSTALLED, AND COMPLY WITH AMERICAN WATER WORKS ASSOCIATION
(AWWA) SPECIFICATION C200, WITH A MINIMUM STEEL YIELD STRENGTH
OF 36.000 PSI. ALL JOINTS SHALL BE CONTINUOUSLY WELDED AROUND
THE CIRCUMFERENCE OF THE PIPE JOINT IN COMPLIANCE WITH SECTION
3,3. INSTALLATION.
THE SIZE AND THICKNESS OF STEEL CASING PIPE TO BE INSTALLED
SHALL BE 24-INCH O.D. STEEL CASING WITH 0.688 WALL THICKNESS.
j9.3 CASING ALIGNMENT
CASINGTHE
MINIMUM D DEPTH
PBELOW SHALL THE ROADWAY INSTALLED
ESURFACE LOFE48 RINCHES. ATHE
CTHE ITY SHALL ESTABLISH SUITABLE REFERENCE MARKS FOR ESTABLISHING
ALIGNMENT
IPE TE COMPLETED
STEEL CASSIG iN AND
PLACE GRADE
SMALL NOT DEVIATE PFROM THEN ESTABLISHED
1 ALIGNMENT GRADE Y
PERCENT DEVIATION IN ALIGNMENT N PERIGNMENTOR GRADEC SHALL N E M ALLOWED NIN
ANY TWO CASING PIPE LENGTHS. THE CASING PIPE SHALL EXTEND A
' MINIMUM OF THREE (3) FEET BEYOND THE TRAVELED ROADWAY EDGE Of
THE STREET OR ROAD BEING CROSSED. IN NO CASE SHALL THE
EXCAVATION FOR THE BORING OR RECEIVING PITS DISTURB THE
' ASPHALT SURFACING OF THE ROADWAY TINDER WHICH THE CASING IS
BEING INSTALLED, EXTENSION OF THE CASING MAY BE NECESSARY TO
COMPLY WITH THIS REQUIREMENT,
79.4 CASING INSTALLATION
THE CASING PIPES SHALL BE INSTALLED BY JACKING OR AUGERING OR
BORING WITH SUITABLE EQUIPMENT THE CASING
INSTALLED SUCH THAT NO VOIDS OR S PIPE SHALL BE
PACES EXIST ALONG THE OUTSIDE
DIAMETER OF THE PIPE OVER ITS FULL LENGTH.
TP - 22
' CITY OF RENTON RAYMOND AVENUE S.M. 12" WATERMAIN
1 CROSSING OF 1-4U5 - W-712
FIELD MELDING OR STEEL CASING JOINTS SHALL BE ACCOMPLISHED IN
ACCORDANCE WITH AWMA SPECIFICATION C206-75. JOINTS SHALL BE
BUTT WELDED.
THE COMPLETED CASING SHALL BE CLEAN, FREE OF DEBRIS, ROCKS, OR
EARTH AND READY FOR INSTALLATION OF POTABLE WATER MAINS. THE
' END OF THE CASING PIPE OF THE JACKING OR AUGERING PIT SHALL BE
CAPPED WITH A STEEL PLATE AND TACK WELDED TO HOLD IT IN PLACE.
1 THE LOCATION OF EACH END OF THE COMPLETED CASING PIPE SHALL BE
MARKED BY A 4" X 4" X 6' POST PROTRUDING 3 FEET ABOVE FINISHED
GRADE. THE POST SHALL BE PAINTED WHITE WITH THE WORDS "WATER
MAIN CASING" STENCILED NEATLY ON ONE FACE.
79.5 PIPE-CASING SUPPORT AND END SEAL MATERIALS
' PIPE-CASING SUPPORTS AND CASING END SEALS SHALL BE AS
MANUFACTURED BY PACIFIC SEAL, INS., OR EQUIVALENT AS APPROVED
BY THE CITY. MODEL NUMBERS FOR THE CASING SUPPORTS, SUPPORT
RUNNERS ANC CASING END SEALS SHALL BE IN ACCORDANCE WITH THE
FOLLOWING:
12-INCH WATER MAIN - 24-INCH CASING
CASING SUPPORT - MODEL A 12 SPACED AT 15 FEET
SUPPORT RUNNER - MODEL FP
CASING END SEAL - MODEL S
79.6 PIPE-CASING SUPPORT AND END SEAL INSTALLATIDN
FULL SUPPORTS AND RUNNERS SHALL BE INSTALLED NOT MORE THAN 12
INCHES FROM EACH END OF THE CASING PIPE, AND NOT MORE THAN 12
INCHES FROM THE BELL END OF EACH PIPE INSIDE THE CASING. HALF
SUPPORTS AND RUNNERS SHALL BE INSTALLED NOT MORE THAN 12
INCHES FROM THE PLAIN END OF EACH PIPE JOINT INSIDE THE CASING
AND AT THE MID LENGTH OF EACH PIPE INSIDE THE CASING. ALL
SUPPORTS SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER
AND AS APPR7rED BY THE CITY,
END SEALS SHALL BE INSTALLED ON BOTH ENDS OF EACH CASING. END
SEALS SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER
AND AS APPROVED BY THE CITY.
79.7 PAYMENT
' THE LUMP SUM PRICE FOR STREET CROSSINGS SHALL INCLUDE ALL
COSTS INCURRED IN MAKING THE STREET CROSSING AS SPECIFIED
HEREIN AND SHOWN ON THE DRAWINGS. THE LUMP SUM PRICE INCLUDES
TP - 23
RAYMOND AVENUE S.W. 12" WATERMAIN
CROSSING OF 1-405 - W-712
CITY OF RENTON
MOBILIZATION AND DEMOBILIZATION; CLEARING AND GRUBBING AND
ACCESS AND WORK SITE AREAS; EXCAVATION. BACKFILL, AND
COMPACTION OF THE JACKING OR AUGERING PITS; FURNISHING AND
INSTALLING THE STEEL CASING PIPE INCLUDING JACKING OR AUGERING
PIPE SUPPORTS AND END SEALS: TRAFFIC CONTROL AND PROTECTION;
RESTORATION OF SHOULDERS, DITCHES AND OTHER IMPROVEMENTS, AND
CLEANUP. ONLY GRAVEL FOR BACKFILL AND CRUSHED ROCK FOR
SURFACE RESTORATION WILL BE PAID FOR IN ADDITION TO THE UNIT
' PRICE FOR THE APPLICABLE STEEL CASING PIPE.
TP - 24
a �
1
' STANDARD DRAWINGS
1
1
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WATER STANDARD DETAIL
CITY OF RENTON
��'° Y• + DEPARTMENT OF PUBLIC WORKS
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' TIE ROD ATTACHMENTS
1
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CITY OF RENTON
.� t �•�• DEPARTMENT OF PUBLIC WORKS .,.1..1. »�.
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DEPARTMENT OF PUBLIC WORKS
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FROM: �—
L�r TbUa.rn EIVG,�
201 SouUwest 41st 5tnw:t
Rmton,Washington 98055
(206)251-9000/(206)25b C'Sp
TO: City Of Renton
INVOICE No. 51
Utility Engineering rn .,'I .�o.wo
200 Mill Ave. S. .-Kro,,,,,, I.n
Renton WA. 98055 TERMS ARE NeT LAjH,AND
✓AVgeLE ON vRE SEN TA
Date: August 2, 198 rOun onots Nn.36619
For Labor and Sarvicas Furnished on Job No, 515-011-851
Raymond Ave. S. (F 405 Hwy Crossing),
Raymond Ave. S.W. Watermain Construction Field Survey, L.S. $1,950.00
Due on this invoice ------------------
-"""" E�IS50.00
AUG 6 166
TOas v:,n.,
For Use By City Clerk's Office Only
AGENDA ITEM -
RENTON CITY COUNCIL MEETING
....�..e.......... _. ................ .................................._......
SUBMITTING "Ub11C rforks
Dept./Div./Bd./Coon. Utility Enci,e� r,,, _
For Agenda Of -
Staff Contact ''iehard HOughtOR/Ron GlSon Meeti nq Dace
Nam Agenda Status:
SUBJECT: 'I-'12 Pa Vriond Ave. c,N Convent _
1^" KAL "0n 'rasing of f-.:15 Publi, Nearing
Correspondence _
Ordinance/Resolution_
_. Old Business_
Exhibits: (legal Descr., Maps, Etc.)Atta,. New Business
A. PrOryre]$ o+'rns>: I Study Session
Other
B. Notice T, rnogletir;..
C. Approval:
Legal Dept. Yes_ No N/A
COUNCIL ACTION RECOMMENDED: 4a1 of final Finance Dept. Yes_ No_ N/A _
'Ay E..Sti.I!ate - �.e,. + „ jrtanCe of Other Clearance
'rrlzct an' burin
F15CAL IMPACT:
Expenditure Required $ Amount S Appropriation-
Budgeted Transfer Required S
SUMMARY (Background information, prior action and effect of implementat,on)
(Attach additional pages if necessary.)
This protect was toemleted May M, 1985 and accepted by tre Public Works DepartArnr -n 9av 2i3, 19a5, The amount due the WFItracto,• is ya,39--,9E. It is recDxnaBndett that tM City CnunCll accept Cotnpletion of f� Contract as of ,line lir, `92°,, If after thirty
days, .to items or claims are filed against this prOjeCt and the proof of ply"fit ano
tax liabilities has been received, it. is rectxte'ended the retain",1 aMilo of S2,2A2.)5
be paid to the Contractor. The total Construction cost of this protect is 48,418-r,
PARTIES OF RECORD/INTEREi TED CITIZENS TO BE CONTACTED:
THIS COPY FOR YOUR FILF,S.
1
FL 325
Rev. 10114170 Contract No. C.A.G. 080-84
NOTICE OF COMPLCTION OF PUBLIC WORKS CONTRACT
Tc: State of Washington Datr: 6-1-85
Excise Tax Division
Audit Section
Ta+ Commission -
OlYmpia, WA 98504
Do Not Us^
fro^.: Lit1 of Ramon Assigned to:
Finance Department
200 Mill Avenue South Date Assigned:
Renton, WA 98055
P,W,G. Number:
Dare:
Gentlemen,
Nn;ice is hereby git-.•n relative to the completion of contract or pro)ect
described below:
W-712 Raymond Ave. S.W.
Description of Contract 12" Watermain Crossing of 1-405
Contractor's Name Grant Construction
Contractor's Address 12901 - 172nd S.E„ Renton WA 98056
Date Mors commenced 2-25.85
Date Work Completed 5-10-85 Date Work Accepted: 5-28-95
Surety or Bonding Company American CaSUalty Company of Readinq, PA
Agent's Address : Dan B. Hauff d Assoc, P.O. Sox 770, Renton WA 98057
Contract Amount : S32,900.00 Amount Disbursed : 546,245.51
Additions 11.955,00 Amount Retained 2.242.75
Sates Ta.. 3,633.26 Total 48,488.26
Total $49,488.26
By
Disbursing 0 icer - Finance Director
-
THREE COPIES OF THIS NOTICE MUST BE COMPLETED BY THE DISBURSING OFFICER
AND MAILED TO THE DEPARTMENT OF REVENUE AT OLYMPIA, WASHINGTON IMME61ATELY
AFTER ACCEPTANCE OF THE WORK DONE UNDER THIS CONTRACT, NO PAYMENTS SHALL
BE MADE FROM RETAINED FUND UNTIL RECEIPT OF DEPARTMENT'S CERTIFICATE. AND
THEN ONLY IN ACCORDANCE WITH SAID CERTIFICATE.
cc: DePartment of Labor and Industries t.,
m YIAyM' RArt: June 3.igg5
1 UIRI QtN ^—
I NIN
NIAt1A RAAIAS NIRkGiq ~
vIX I11T
AAIAAtk GS "Am.
wlNv I.w. ._.GRANT&PNSTRUCTION
IIw1NArr M, CAG-0 LSIIruIt Ml. 2 6 Final
-84 I'wuln'M-712 Raplpnd Ave. S._M.
12" Matex
rtxlg main Crossin4.9f 1-405
I Ar nw LINN IM.y I111} 1Arl __4,260.00
1 IMAI. nxlNml AMAwi Nm ISJIRAFI _ 345.06 f
I. IARNIM.A I'NI I'14r;1,1 1'Alf.
S. •I AYNIMI: 411 IMINA1 f r5b5.IIw wr; I.nN.{n s 4,047.00
NI IAINUd Iw I'YI'11gg x,�. �IIRIOTAIL ICNIMC11A1 19
1 ANAI R` ANINIs s 42,612.25
N " YIIAINA,.I Ix IINN I 3 2,029.75 - _
•I I"I'. I .I IAInn 213.00 _ ---
III •.{II•, IM rN11 bAh11 IIIP ''Oxl�Ildt NI IAINAI•I
'All' InI f 3,2AA,70 f 2-,242.751
11 INI 1111• 1y14An -- _ __ -
345.06
"T` • � u.n 11 .VxI,InI •:al•. IA1
.I.,.IAIruI,I - LxaMI c 3,fi33,?<
- II,IAI -
ItNANCT Ot RARYW41 ACTION.
nAY1R NI TO CONIRACIpI ((IIgA 5 and I11
ACCI, N
Am. N 421/000/15.596.38.65.1;
Am. t - 1 _ 4.392.06
ACCI. -______ t - --t2 (F ina 1)
RC
ACCF,
no al:I 4211000 15,
AEEt. t _,_ _ 596.38.b5.15
Atli. t — - t --.t 2 (Final)
City CKXMTEM 118 IAWS
GF RENOF IMS
TC;It/ CE"WICAT IOTA( EST 1Mf[ S
,,/w'�YYy YY ,�•Mgwy
i '
CITY 01: RENTON • DEPARTMENT 01 ENGINI:P.2RINk.
• _ • MUNICIPAL OUILDING, 200 MILL AVE, SOUTH. RENTON, WA. 980SSs� 35-2831
PROJECT u-itl Re_Ytxwn AVE. s.u. PROGRESS PAYMENT ES11MATE NO. Final u" uxter�,Tn f.rna>mAIn5 -Zb_
COnlracl No. GC-0Pn-R4 ConlraGlaT-"RANT llwtitRIR:TIIW
_ CIM.no Date 5-71-RS SAeet!,ol!
Iles Ba,s Est PREVIOUS TOTAL TH1S ESTIMATE TOTAL TO DATE
No. Ho Dexripllon Unit Unit PriGc — _
Q1T. Qly Anwunl DIV Amoom QIy An,00nl
1. furnla6 4 Innall 17" e1.-52
III T.I. P1,,e I. 1'It,Ines L.F, 7n.Iw 250 111 21,910.00 313 21,910.00
7. Fnrnlxa 4 Install [e ,IrteJ
RackNll (hank Ran cr xvel) MR 4.IR1 25 90 360.00 90 360.00
7. Fornlfll A Insta][ Asphaltic
r.„nr,ete R��aornt lm, S.Y. 20.00 30 a 213 4.260.00 213 4.260.00
4. fruahed Rncka RsxxrEnatuF TIw ION 5 70
700.00 30 300.00
5. Furnl e0 6 Inel xll IS ameJ
Crush toll el I-40N L.F. 70.00 205 220 15.400.00 220 15,400.00
6. Furnish 4 Install Cnncretm
nlock b'A C.Y. 75.00 4 IS I,12S.(10 15 1.125.00
CRAKE ORDER 41
Change Steel Lasing site From
Ifl" In 74^ L.S. I,500.m
L5 I,500.00 L.S. 1,500.00
9DaTInAi. INCIIIDIR, CIwAGE ORDIA 4�371.. 4,260
.00 91,6v.00
SAIeR TAX RAL 3e5,06 _.7 63J.2@.
IP." St 4 SALES TA; 61 661 t0 4,605.06 4B,4W 26
I.FSS SS BETA tRAGF _I 2,019 A) 213.00
LP.SS Wilily PRCV IIWSIY pAfP - ( ) f2.N2.75)
41.853.45
_. _.__....._ 4,392.06
CITY OF RENTON DEPARTMENT OF ENGINEERINu
e -e MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON. WA. 98055•
235-2631
PROJECT u-712 RAYN(NtN Alit. S.W. PROGRESS PAYMENT ESTIMATE N0...2_- Final
12" Natcrnatr, Crossing of i-405
Contract No. CAC-(1N(1-R4
------_ Contractor LNANT 0UN5'1'NII(IT'lIN1
------It Closing Date 5-31-85
----._ Sheet_ol!
Bars
No. Description Unit Unit Price Est. PREVIOUS TOTAL THIS ESTIMATE
-- Qly. QtY AmoFtnt TOTAL TO DATE
— QIY_ Amount Qty.F�J�TM!n!__!• Farnih 6 Install 12" CL-52
Uf 'I.J. I'lpc 6 Fitll"g:; 1'.F. 70.00
250 313 21,y10.O0 313 21,910.00
• Yurnlnh 6 Install imported
Nackflll (sank ,on ,ravel) TON 4.00 25 yl/
3. F,,rn/sh 6 tnrnall Asphaltic 360.00 90 3530.00
Ie Restorat lnu S.Y. 20.00
30 0 213 4,260.00 230 4,300.00
4• fn,sl,eJ Rocks Renurfac lnR T/Nl 10.00
5 )0 300,OU
5. F1,rninh d ins[alll8 " Bared
30 30p.00
I'I oss l Jig 01 1-405 L.F.
70.00 205 120 15.400.00
6• Furnish 6 Install fonerete 220 15,400.00
N lo,k lag C.Y. 75.00 4 15 1,125.00
15 1,125.00
CIIANGE OROER NI
Change Steel Casing size fros
18" lu 24" L.S. 1,500.0
L.s t,soo.w L.S. 1,500.00
SUeTUTAI. INCIODING CIINAGE ORO N
SALES TAR R.I; — -'1Its'00- 4.260.00 44,855.00
s0sr0TA1. a sAl.es TAX
3,288 20 345.06 3,631.26_ .
LESS 5z RFTAINACF —`3-1 H8-i 1(1 4,605.06 48.488.26 _
LESS ANOINT F'RFVlO1ISLY PAID _LZ.l1Z9-..151. (273.00) (2,242.75)
ANRINT OfIE 41,853.45
-- - 4,392.06
A§
vo/�i S
CERTIFIUTION BY GENERAL CONTRACTOR
ref: Payment of Prevailing wages
to be submitted to City with each Progress Payment nest
DATE: _-----
PROJECT w-712 Raymond Ave SW 12" watermain Crossing CAG No.
n8o 84___
of I-A05
This is to cer .ify that the prevailing wages have been paid to our employees
and our subcontractors' employees for the month of Apra 116j_
in accordance with the Intents to Pay Prevailing wage filed with th_e
Washington State Department of Labor A Industries.
Grant Construction
iiy Richard E. Grant - owner
T'f t3 e
MATE: 4 2 /85
TO: FINANCE aRRECTIN
i-mm ITNILIC NUNLS DINLCIUM
SIIUECT: PROGRESS PAINLNI
ox,,ACToII, GRANT CONSTRUCTION LSTLNArb Na.
CONTwa.T Nu. CAG-090-84 mULa .11-712 Raymond Are. SW
12" Watermain Crossing of 1-405
I. CONTRACTM EARNINGS 'AIIS ESTINAit 1 40.595.00
_. .Au, TAR . R.IT 3,298.20_
S. TUrAL COIIRACT ANUUNT 1111S ESTINAn f 43.88j_2O_
A. LANNINGI PNLVIOWLI PAID LNTMCIAR 1 0 _
s. •L.ANNINGS GAR. CONTNUTUN nos MINATR 1 38.565.25
n. SuInOFAL - CONIM-TUM PAINENTS 1 38.565,25
7. RLIAINAGL ON PNEYIUUS EARNINGS 1 0
A,••RL TAimu. ON EARNINGS IRIS LSTINATT. 2y029�75
" MINIMAL - WAINDA. 1 2.029.75
IU. ]ALLS M PRLYIUO]LT PAID 3 00
S It, 11S IAX JAIL In __s ISIIINIE 3.2 8a 20
I] SUNMIAL SARIS TAX S_J.288.20 _
•155c . IInU I) GKANN IUTAL _i 41,88T.20 �
"NLIAINAGL'. S.
T IIMNC( OPARTWMT ACTIOI:
PATIRNT TO CONTRACTOR (Lines 5 dad I1):
ACCT. 1421/000-L5"i96.38.65.I5 1 41,853 45 / I
ACCT. 1 5 '--
ACCT. /
ACCT. 1 s 1
ACCT. 1 _ 1 —
RETAINED MOUNT (LIM el:ACCT. / 421/000/15-596-38.65.15 _1 2.029.75. 1 I
ACLT. f
ACCT. 1 S /
ACCT. 1 3 1
ACCT. 1 1-
-' f 1
CN TEA IIR. LAWS OF INS TOTAL THIS ESTIREJE S 43,883.20 —
COY OF REN70N CERTIFICATM
•a�N••yV•0 ww.cwr•uwl•.wMw N
MY, w•.1•NNY.rw Y MYwYr Y
a•.rt4�rN0y OY•��Y� yry
r rw•.rrrry rAr. •N
•+•pea r www.w r arw�A.w w/Y
yA4
tl Y�Ji�ES
CITY OF RENTON
SAwr 1 of �1 PUBLIC WORKS DEPARTMENT chaeac
CHANCE ORDER Order
car* 3/19/85 Nrmb, 1
aOrdereJ by Ini u¢er urulrr ures of Sece ion bl of the Cam,m% ft. _CAG-080-8a
51and.,j Sfwcif�ut�ons JAMA)
Ch.nae proryacJ by Cmsn %or Tat Grant constrtcltiot.
12901 - 172nd S,E.
Renton WA 98055
rnd•raeJ or Grant. 'o ruCt to
e rt Na s�-
9 IS 1 Sign 1YNte
—V'�S gr7wiace hMrst 4d No.
title Inject title W-712 Raymond Ave. S.W.
12" Watermain Crrsai„ r,f 1-L05
Corer y(wt SE Svmetyi Irs4n uewAell
at:
. . . . . . . . . . . . . . . . • DESCRIPTION or NORe . . . . . . . . . . . . . . . . . . . . .
You are order*d to perfers the foliowins described work upon receipt of an approww iopY of this than, order:
Change %tee. casing size from 18" to 24" in Bid Item 05
LUMP Sum $1,500.00
8.1% Sales Tax 121.50
Total 1,621.50
All WA, material$ and malu,"ent to be in ¢cor4♦nc* with the provisions of the Standard Specifications eM Special
Provirlons for the try* of conRructtOn involved
ORIGINAL CONTMCT CURRENT CONTRACT tSTIMATKO NET CHARGE EST!MTEO CONTRACT
AWUNT AMOUNT TNIS OIIOaa TOTAL ARSE CHANGE
4 �''•''",.90 S 15.564.90 S 1 621.50 TS 37.186.40
AGENCY USE AGENCY Out
ATPRJ. mftPMWtEO "PROVED:
Q urmnAt RECO"MotD 0 ATpeuvto
OISim1tER tTATE-AID
EIIGINtFA
I By a'.
' CITY OF RENTON • DEPARTMENT OF ENGINE.ERINu
• • MUNICIPAL BUILDING, 200 MILL ASIE. SOUTH. RENTON. WA 96055-235-2634
In
PROJECT U-112 lyTAX.An. 5... PROGRESS PAYMENT ESTIMATE NO.1
I!"Wl.ruln-- T7o%
Cm1r.<I No uC'OSU'!t Conlr.c lo. 63nxi tlMs}INRIJM CIMuy 8.1. 1/i9;65 $lya�al�
II 6.. O.Icrl lion Uni; Uml P.le. E.1. EVIOUS TOTAL TN3 ESTIMATE TOTAL TO DATE
FAA
P DII. DIY A. GIY. Arran, QIY- Ampnl
1. T.FnI.h I I..all U`[L-12
UI T.1. PIp. t FilUn1. 1.1. Win) 1W P) ti.91p AU ll) t1.910.W
2. Furnish I ["Atoll Inserted
SUHIII ("m It.C'.-I) T011 ..M 25 90 160.00 9p 360 A0
). Furnish a I.AnAll bplul OF
1-11.1.b.mnunn 5.Y. m.m m 0 0
1 C'..Md fork.I.... n/ I. In.m 1 30 5m.m To )00.W
1 1 Im41118" turns
Croulnl.1 1-405 LT. W.W 205 220 15.Im.m 220 IS."W
e. Fxr.Nh a In.uu erne.... IS 1.u5.m 15 IJit.m llooalnl C.Y. 1S.W 1
AIIL(011NI II
To" 5u.1 1.0.,.In. Iron
to }I" L.S. LSm.O LS 1.50L.W L.f. LSW.W
50ITM.SL LAAW W (xxA4( 000. OAS,0p WAS,W
:,"I T.S 9.11 t/L.2U _) lee.20
SUITMAL I SAILS u1 Il./el 20
LISS St IKTIPApN 1 2.pte.to _I2.021 SA
LISS.M1MT IIIYIpUSIA I,10 p
.IPUn M[ 11 allJ1
AA
•fr,'/
0 0
CITY OF RENTON • DEPARTMENT OF ENGINEERINv
y
A
• • MUNICIPAL BUILDING. 200 MILL AVE. SOUTH, RENTON. WA. 98055. 235-2631
PROJECT N-712 RAYMOND AVE. S.N. PROGRESS PAYMENT ESTIMATE NO.
12" Watermain Crossing of I-405
Contract No. CAC-080-84 Contractor GRANT CONSTRUCTION Closing Date 4/29/85 Sheet!ol!
PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE
ttNo Nos Description Unit Unit Price Qty. Qty Amount Qty. Amount r21,910.00
I . Furnish b Install 12" CL-52
DI T.J. Pipe b Fittings L.F. 70.00 250 313 21,910.00 Furnish b 2neta1l IRortedBackfill (Bank Run Gravel) TON 4.00 25 9G 360.00
3. Furnish b Install Asphaltic
Concrete Restoration S.Y. 20.00 30 0 0
4. Crushed Rocks Resurfacing TON 10.00 5 30 300.00 30 300.00
5. Furnish b Install 18 " Bored
Crossing of 1-405 L.F. 70.00 205 22n 15.400.00 220 15,400.00
6. Furnish b Install Concrete
Blocking C.Y. 75.00 4 IS 1,125.00 IS 1,125.00
CHANGE ORDER NI
Change Steel Casing size from
1811 to 2411 L.S. 1,500.0 L.5 1,500.00 L.S. 1,500.00
I
Sl td!9ITAL INCLUDING CHAAGE GRD R
SALES TAX 8.1% 3,288.20 3 288.20 _
SUBTOTAL b SALES TAX 41,883.20 43,883.20
LESS 5% RETAINAGE
LESS ANOINT PREVIOUSLY PAID _ 0
AMOUN'P DUE
A6
TO FINANCE UIRECf011
YRUN: PDGLIL MMLS UIxtLTM
SUBJECT: PROGRESS PAYWW
cwrxAcrom: GRANT CONSTRUCTION LsrINAn No. 1
CiwIxAR NO. LAG-080-84 PxaP.n•:4-712 Raymond Ave. SW
12" 4la Ler Mtn Crossing of 1-405
1. CIwT"c" [ARNIM:S THIS LSTIM.rL f 40.595.00
:. MLL> IAJ . N.I, 88
s, IMAL L:MJRACT AM,,,I 1NIS ,S,,Nan 3.2 .20 S_48 .20
J. LAMINGS Yx[VIl1USLl PAID CONrxAIIOR S_ 0
5. •LAMNIIx:S IYLL CDNI"CTW 71115 L5INMII s 38.565.25
0. SUSIOTAL - LOItIxACTON PATNENn
), RLTAIWI, ON PNLVIWS EAMIWu s 0 f 38.565.25
tl.•• META INAI.L iW EAMNIN4S 7111$ 1S11NATL _ 2y029_75
Y.
w6TurAL - xcruNAGL f 2,029.75
ID. ]Al1.S 1'A1 YR[VI WSLT PAID f 00
11. SALLS lAI WL 11115 ul'INA11: 3728T—2O
SOVIUTAL - SAI1S JAY
•(55: , line 11 289.20 _
••R[TAINACE: 5J GRAIN JUTAL f 43�883 20
111WNCF OEPA_� RDCNT AC�rONc
PATIENT TO CONTAACTAN (Lints 5 and II);
ACCT. P 421/000596.38.65 15
ACM F s 41.853.45 1
ACCT. F f t-
1
ACCT. / f---—
ACCT. P L�—
�---E—
AEtA11E0 ANWN/T (Llft tl): f---�_P—
ACCT. P 421/000/15.596-38.65.15
ACCT. P f 2.029.75 1
ACCT. R 3--�-P—
ACCT.
ACCT. f f F
CiWITER 11S, LAWS OF 1966 TOTAL THIS S E_ STI ATE
CITY GY REN TUN CERTIFICATION ---
r w��r wr�w.lr r•Nu.0
� wrui ws,rwN wr'�".�w
"^i°w•N rPrxx•+•r awn N w wr
r
�A4(
�v/J�IQS
CITY CF RENTON • DEPARTMENT OF ENGINEERINu
�3 '• MUNICIP4L B{HLO�W, 200 MILL AVE SOUTH, RENTON, WA D60B3•I. �. 235-2631 -
PROJECT PROGRESS PAYMEN' ESTIMA(
Ctmlrlcl No YALdY-1. CanlrArfw_ .�RHT ti S1ftRTl
Clwq Pu • :y91 SNHf_ol_
N MI Docrl INw EaL CVgUg TOTAL TW9 ESTIMATE TOT AL TO GATE
N0. NI P Uwf Un�l Pnp
01y, qly Amaral Oly Arronf OfT A.
NMN 1 La111 12•M-Sf
ul T.I. qN 1 ItuLR. L.T. N.00 1% 111 21.910 40
1. rveln L INuu lynrw ul n.lfo.Y/
"WHI (NaY .m 4•ptl Ipl ♦,00 25
1. Ivre1N 1 ].R.11 90 �'� � 1f0.04
4PYIUa
t.wrnb 4naHtlue S.t p,pp yl
.- Ct••MC a«ia 4wrr«sy IOM 10.00 5 0 0
] 1-101 INb111a" WrN 30 SW W 10 Ak.w
U—In of 1-bi L.I. M.W ]Of
1, I«al•b L Is•ull Cea rw 220 iS.aW PO 220 IS,IOa.W
Al-lI' C.t. 75.w 1 IS �.qS W IS I,H9.00
CM l auto 11
c1 Stpl IW�y.li• lrrr•
la" to 21" LA 1.1M
S00 W
f
I
1
21BTPAt 'KIWI.. Cjl ORO
fANa To 6.11
nntmu 1 aAuc iM
:ran 2Y 3,m 20
U" L WAloW41 003 Z. 1
Llm P•LIIt Pvgvl 1.T!ME
YWIIS 0{i
A'44
.. , , a ti,
�,
•
TON AEIAEF
TUX IeA + • S TEE W A r • —
9,yf)I az!
PO SOX 509 RENTON,WASHINGTON 9E057 XIUIWE
• 1 "B"1000 931-3100 •T 1pa ..
Na f z.V<«LUL OAT[ rwuN
TORT UNLO,p
333 601 1 BACK IN
NNN.�
ee EC
U,L '
MXKNiV60NL'611 N0 �TUNIM1[WlOY911
• RICNARD t wAMT :. - �.••
INN,
• 7 W 9T0 NYUPIY MIX CLt.SP U.a ACC 1NOUNT
g �^ 3 9K 3 •
• ?_, 3T ITYrt
wM
• E " N"OS
_._ AIIL 90001
"'MUM LG,V
v,Np!
NIbE
. cGNcxn rMe
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__ rxnnnSlON,pNT 04 X
curs 86000
RftRpp tLdCIRIC �e. : dw .n., z~�wBN ".,N��. ..� :Ms XEE.aura
ON (RADY YAY Raala! lNyyq roVAL
.I�ud rp TAX
!GT„ NNz ouE
TOTAL
DELIVERY TICKET
RE,;Ta • STONE WAY • :r.rga::>
TUX`NIEA ClXnnnftl .. TIB'
P.O.BOX"-RENTON,WASHINGTON W — AAIAVf
2161000 AT 1GIR
631-0100
.0 s
JJJ 61 No i. i �i �:_, o.TE Tx:wr unrxuo
AEAneIr ••N
9!W 2 LCIIAI oaowru.Tv E✓LOr
YYRCI4sR glp(11 NO.
RICH GRANT AS.
YNR s1YCt ASSIK 4T_.
T TG MYIMIY MIA
1 S SK SLAIMP,
ISSAS
2i' I Tz n[s cAour ITMT --
• A r« rNA« --
1A1C1YN A.
w1fN
craoxor Eu NYT w�nA
• /L can AAos I —
txs .ruin 30001 IAwlyuy LoxO.rAAfm
u.
g
XIS N ir
. .CA
'fh110 EMM
s�10
. �ewiof —oA
AN c
O {bb
cxr.N
RECEs
8A /saw X
_ X10'
• E[ET AE AMr 50 can 86000
CEYnA1.YrwMY nrrl ienaX.mMw.COYML 4 Vwd"A rA —
._. T•nw.vnurmwu. w»wmyllAy�pnrwr pwv��wr�.ies nm. su!
ea an,-,P1YI�:Ut M1�1CN�pyL1EEpIfN �f' YM w�^N TDTAI
9OUTN SIDE OF OS APOUT CUMMINGS
TAX
• r iA1Ip�NY n Y4T r(C ..L nYE Yu[ wAmrxa«o TOTAL
CtyTCy41{pNI.TIIS
• lii 2 1 2 --
—_L�j .JOx c.o.o ♦
DELIVERY TICKET •
• sTOIvpWAV START
• V.0.00x SOB PENT ON.WASNINOTON 4aM1 AT xx(
2R6-1000 Wl.*Jiw START
iaLm
• /� IN1aM
1/// YNLWP
a ALL wTt no¢T f I
aWLL ,,DRT MTl aMI(PVaN
SSJtOI 4ite e7s 6
• PwcHwu PADLx,.P
• RICW0 E •l AIR yNt PIM[ ANDUNT
wu xuw
§,� MY11Ml.
ax .
• s M o s
Paw d14 {,Mf ,
vx 4a 3 6
Z 1 _
• Z A. wrt.
w.PNP( .0
Cuts vAwa 30001 14041 u.{LOAD+v ARM
• axTAA"m
u. 4..
91U M VA.v
f>]pl {Otli
• COKMR IIM W(N••N
'010 A.
MFP A. I ..
• 11010 AXHO b
A.V{l 4R.V6 PRw V[l
Vf]010 exuu
• P'aRa u / x KtD
-
• ral r.Me.A 650 / cu+s 86000
i
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TAX
RE l/I ON
TOTAL
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- -
:
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L J L I
DAILY IIIRUIDN DIARY
REPORT 1
DAY: DATE: :'/ / WORK PERIOD: '.a.�./p.�. to
WEATHER: TEM?. MAX _—'P MIN �.'P PRECIPITATION:
WORK ACCOMPLISHED TODAY:
/ :✓ /�:. /ilr:f..! 't/.: l, " ,F,. ! ::r .l Yn 1, +/r /N� 4
CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
DATE;
DAILY INSPEC IM DIARY
REPORT 1
DAY: _ DATE: / ! WORK PERIOD:_ ■.m./P•M. to a.m./p.m.
WEATHER: TEMP. MAX 'F MIN •F PRECIPITATION:
WORK ACCOMPLISHED TODAY: +^
CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
DATE:
to-71t
of RF
� tiT
� I
PUBLIC WORKS DEPARTMENT
Y DESIGN/UTILITY ENGINEERING 0 235-2631
p MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH,881166
9q �
O,P9TED SEPTE�E
BARBARA Y. SHINPOCH RECEIVED
MAYOR
APR 15 1985
April 15, 1385 rNKTWSDOT 6
State of Washington
Department of Transportation
Office of District Administrator
District NC. 1
6431 Corson Ave. South
C-81410
Seattle, WA 98108
Re: SR-405 CS 1743 - Jct. SSN No. 2M
to Jct- PSH No. 2 - City of Renton
Permit 010813
Gentlemen:
Due to the fact that Tunnel System's bore under SR-405 came
up hiqher by approximately 1.6 ft. on the south side, the
City is requesting that you approve a new concrete pad as
shown on attached drawing titled Proposal M3 (install n
concrete pad).
If the State will approve the change, it will amend the
aforementioned Permit 110813 as such.
If yo. have any questions, please contact Ron Olsen, 235-2631.
Very truly yours,
Ronald L. Olsen
Utility Engineer /
Approved: O�iWyw
jft By: ASST 1-11;', ;S CNGINEER
Attachment Date: Q- fs%
SDOT
DIST. i UMLMES
APPROVED
AS NOTED
Date G-1=_ �i d y• —1
r �y"She. 'f Sr.'s
.38
l
3r t
ORIGINAL DATE: 3-26-85
REVISION I_- DATE: 3-26-85
TO: Accounts Payable
PROM: Public Works
SUBJECT: Constructioa Cmtr ct CAC 1 080.84
Raymond Ave �termain Crossing of 1-405
Project Muse: N-712
Prise Contractor: Grant Construction
PSIMI ODyLNACTOR a SOBCOMRAACtpps DATE away® DATE OWRIVED
IMTEMT To Pay AFFIDAVIT or
PDMVAILING IDWAS WAGES PAID
Grant Construction 3-26-85
Signed
Project Msglsset
cc: Project Pile
Fors: 2/15/85
MAIL 1'0- Statement of
INDUSTRIAL STATISTICIAN INTENT TO PAY
Uepartuout of Lahnr A Industri,•. PREVAILING WAGES
Employment Standard. Uivisi„n
00
Geneol Admfni.tr.orin Building (public Works Contract)
!Ilympia, WA 99504 CAC. 0b)-54
(om) 753.4019 U,,tract Number 14-712.
Olde Rid Was Due 1ft-^b-c4
Contract Awarding politic Agency [)ate tbnlract Awaeied 11-19-04
rite o` Penton CmmtY in Which Work Performed Wine. --
Address "I' "ill Ave SO__- lAwation within Chanty_ Renton —_
Renton, t'aab, agncR Prone -'untractor Grant construction
phone P95-^bit Contractor's Registration Certificate NarItAwTC*7.46101
fb You Intend T„ Ilse Suhrom...to,? Yes iil No L
In compliance with RI'\V 39,12.iW0 1, the undersigned, heine A duly mahnrited tcpresenlative of
grant Construction 17?O1 171 9 r Penton t•tashin ton nPn56
If ,„ a W,EnrVAtWrI ZZ,
do hereby certify that the following rates Of hourly wage and hourly fringe henefils will be paid to all
lab Tern,workmen and mechanics employed by me upon the public works project described above and that
no laborer,workman or mechanic will he paid leas than the"prevailing rate of wage"as determined by the
Industrial Statistician of the Department of labor and Industries. -
PLEASE NOTE: If apprentices are it, Im used they must he registered with the Stale Apprenticeship
Council or they mail be paid prevailing juurnevmnn wages
F"IMATEn No-MEEK RATS Of RATE OF HOURLY
DIY WORKERS HOURLY PAY FRIN49 BENEFITS
Rtility Contract
Aackhoe operator un er6t, b.n. 7 c 16.41 It 4,16
"pelaver 1 14.2P 11-31 i y
i.ahorer f aneral 1 13.PLO
F1aGman 1 1n nR
;toss olio
Grant Codctrucllon
12901.172nd S.E.
Renton, IVA r^Tm
NcrR: Attach Additional Shrets av Nerded
it Ry ---- --
Subscribed and ninon it, before me riai
this ___�. day Of ___.��- J, ' For 1.a I l'.e Onb
APPROVED19 Department of Labor & Industries
�, ,. � IBdu al StaNstigian
Naor lb6ar m A "r
.raftµ n WasM M.7 IAe Slaor�'..f iMt.n. Ry DM r,A t f- ? ry 1 t1
Aflm, i
BEFORE,FINAL 8E77TI.EMENT can he made On any imblic works project,the prime contractor and each
and every subcontractor most submit (,,am 1.1-7fR1-7 "Affidavit of Wages Paid"to the officer charged with
the disbursement of public funds. EACH AFF'IDAVI'r OF WAIFS PAID MUST HE CERTIFIED BY
THE: INDUSTRIAL. STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES
BEFORE IT IS SUBMITTED TO SAID OFFICER.
PROI:RESS PAYMENTS: Poch voucher claim Submitted to all owner by a contractor for pavtnent on a
project estimate shall slate that prevailing wages have hern paid in nmordamr with the prefiled statement
or statements of intent to pa-v prevailing wages ,m file with the politic agent..v
COMPI.rrE AND MAII. ENTIRE SF:1' FOR APPROVAL. 'Iri.
Employmrnl Stamlards IliviAem, lepmrlment of labor out Industries,
t.etteral Administration Building, Olympia. Washington 981,114
[01IMTWWAITORS, 01STRIOUTE APPROVE_n RTATRMRNTS AS pM.60WS;PINE111`Y'IORIGINAL CONTRACT AWARIANO A119NI'Y
ga I I'M, DITPLICATE INPPSTRIAV STATISTIOAN 1"AbwA hr Omsnnwn1.
RI,IIRYWY, TRIPLR'AME PRIME oTINTRAMINN
vsuAl _01 I YUADRtIPLICATi6-NOW'ONFRA 1OR
URAM 4 .Fftl6 OAI ��
A CITY OF RENTON
pit 1 of 1 PUBLIC WORKS DEPARTMENT
Doge
onto 3/19/85` CHANGE ORDER Ell
1
a Ord* 04 by h4,ocor uW n 4
or tons of Section 1 of the
Sta,IsN specifications (Ar") cMtrtrt de. CAG-080-84
choose preposed by Co,tnctor To: Grant Construction
12901 - 172nd S.E._
Renton WA 98055
todon" by: Grant Con s r 10n
to uuoa aAm"�
' L' I— 9 19 l
Sip RmN
Federal Aid He.
Title _ r,r Project Title W-712 Rav[Wnd Ave. S.W.
Coeataf Sivew by Swety, When 4"a eed) 12" W t t, of I 405
bY:
atAeyu• �(�
. . . . . . . . . . . . . . . . . . . . . OESCRIMON Of WORK • . . . . . . . . . . . . . . . . . . . .
Too an ordered to perfore the folleNal described work upon receipt of An approved copy of tots choose order:
Change steel casing size from 18" to 24" in Bid Item #5
Lump Sum $1,500.00
8.1% Sales Tax 121.50
Total 1,621.50
All Nark, utenNs And rssurn nt to N In atcodanco with the previstens of the Stenderd Speclfiestions tM Sy"itt
frerisions for the type of construction law wed.
ORIGINAL COMTMCI' CURRENT CONTRACT ESTIKATEO HST CHAHGS ESTIMATED CONTRACT
111101INT ANOLW THIS ORDRR TOTAL AFRR CHANGE
S 35,564.90 i 35,564.90 S 1,621.50 S 37.186.40
1 AGEHC[ USE AGIHCI use
/'��MO� 11 ApnDveo:
AM�'>•.4� -/ D l'Y�, 3-0.ti c�_T . 3 Y'-
—7[I'ieeTLrnEuittA —'Fact'— a'e�1SA—ect*4 t
❑ APPROVAL RICOMINDID ❑ WRWED
DISTRICT STATE-AID
6CIMEY
ENDING
OF FILE