HomeMy WebLinkAboutWTR2700664(1) �ti atermain, I xtc.nsion Airrort W-664 cant.
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RH2 ENGINEERING, P.S.
.0 K� 1 Y,
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I AD111;.(J(y)
CITY OF ^SNT N
200 MILL AVENUE S INVOICE 02246
RENTON, WASHINGTON 98055 NOVEMBER 30, 1983
J S108).00
FOR ENGINEERING SERVICES THROUGH NOVEMBER 30, 1983, IN CONJUNCTION WITH THE
RAINIER AVENUE PIPELINE EXTENSION AS-BUILT;
� I
PROJECT W-664 WOI 4253
SUMMARY OF CHARGES
5.5 HOURS ENGINrER TECH II 32
R 24/HOUR .00
132.00
196.00
DIRECT EXPENSES:
CONSULTANT 25.30
I f221.30
rYIYY�
I
1 A-HARTER
116, LAWS OF 1965
CITY OF RENTON CERTIFICATION
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Certificate of Payment of State Exelse
Taxes by Public Works Contractor
Contractor.
PWC 56344
We hereby certify that taxes, Increases and penalties due or to become due from the above named
contractor under Chapter 180, Laws of 1935, as amended, with reaped to the following public works
contract, ,".l.' -n. ^I:.o Its d
together with all other taxes, increases and penalties due(com such contractor, have been paid in full
or that they are, in the Department's opinion, readily collectible without recourse to the state's hen no
the retained percentage.
This certificate is imued pursuant to the provisions of Chapter 60.28 Revised Code of Washington
for the sole purpose of informing the state. county or municipal officer charged with the duty of
disbursing or authorizing the payment of public funds to said contractor that the Department of
Revenue hereby release% the state's lien on the retained percentage provided by this Chapter for ex.
cite taxes due from said contractor.
71us certificate does not release said contractor from liability for additional tax which may be later
determined to be due with respect to the above mentioned contract or other activities
Data at olympta. Washington, e'
STATa or WasalNGtoN
DWAaTUM Or RCVaNUr
e..euH+v irelea.
ROUTING while CnplH--bi]bUMtna oM,vf.Canary Caps X'Muaot r.
Pink Copy—rae oddwnuJ CoyJ--atlecMl rile w .
MTa sat']t ON] ]N,
NNW,itl L1LA'. � .
fiOVIIIIp1' � -
SVItWWY
tana•r
SIAR I.Wtilti�f:TGN
DEPARTMENT OF LAD_-*AND pA)LSTRE
<'.nw,a M1nrx.rrar�,n aW ryM • (. �yy 44MrMrhln Ytk�l
Septrnwer I2, I�83
Citg at Kaftan
Utilities fioginaerieg
I+JO 'Atli Avenue Sou,,
Rattan, *A y8O)$
Ret Firm ?,o. 1i7.708.O().7
Contract No. Oas)..S)
f(��_ ":w" tnt tl,e 'teuart rnt it 14401 411d bwu%trlea A}P5 Nwrefi, :tICYW tae
r. Fo•r any lurthwr ilaoU;t, rxaauant to kl.A Sl.t l.u?u' 'lo otherwise 'r'cu+ m connectial with a contract calling to lY J"t'
�cr. -xtr•nntan In Rainier wurl in
<vlxa rrr,yyvr lamr reltea r,and l xiavat�n I man, IwStl,ty lu adajttexlal^.wnttd,ed cor.tra. t or any other oetarr,llortt ! to no due v.;th rrapeK;t to OM above
cunracri Salo :nrtractor na, '+ave aerltrinen,
.. u`l1,V ally^ 'f JRr4tdnt
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NDtICE OF NEW F1RE HYDRANT IN-SERVICEklL
NAK OF DEVELOPPENT
ADDRESS
INSTALLATION CONTRACTOR '
WATER PROJECT NO.
NJlER OF NYDRMUTS
MY AAT L )fTI T,yS (FOR FIRE CRT. USE ONLY)
1 HYDRANT i.v.
1.
3.
4.
5.
INSPECTOR
For Use By City Clerk's Office Only
AGENDA ITEM
RENTON CITY COUNCIL MEETING
••••O•••••••••••••••e••M.......w M............. ••••w•e•••••••..M•••••••••••••••w
SUBMITTING
Dept./Div.Ad./*olive. Vut>IIc karks ,vot. t I Iity For Agenda Of r-
rNn.•
Staff Contact I+tchard NbOahLbnfRbnald Ql^ n Da
1Nama Agenda Status:
SUBJECT: Consent
Public Nearing
Correspondance
Ordinance/Resolution
Old Business-
Exhibits: (Legal Descr., Maps, Etc.)Attach New Business
A. Study Sessio,,
Other
B.
C Approval:
Legal Dept, Yes_ No_ N/A
COUNCIL ACTION RECOMMERDED: Aims yal of Project Finance Dept. Yes_ No_ N/A_
.�_r•pN W_ Other Clearance
FISCAL IMPACT
Expandlture Required $ must S Transfer B red S
SUMMARY (Background information, prior action and effect of Implementation)
(Attach addition*] pages If necessary.)
Racrrelard nro,lett and final I;nY RStlaktte I* eppemd ar! that rrtafrfine : .At,).gV
.�,1:,•c:.. ,. _ i` nil tares Inver cOer t*eld .$nc Fm Iiens hAye + +n r1 w+,T
�
PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED:
THIS COPY FOR TOUR FILES.
i
►L 325
Ree. 10/14/70 Contract No. C J.O. 040-83
NOTICE -'F .',WLETION OF PUfi1.IC WORKS CONTRACT
To: Eacise Tax OLvision fate: Sept. 7, 1983
Audit Section
Tax Cosmisalon
Ol.yspia, Washir.(ton
Do Nat Use
From: Utilities En3ineering Assigned to:
City of Renton
200 Mill Ave. So. Ate Aaef.imad:
Renton WA 98055
P.W.C. Mitahari
Ate i
3entlameni
Notice is here.^.y given rela! :.ve to the completion of contract or project
described belowi
Dascription of Contrast i 12" bdtennain Extension on Rainier Ave. North
Contractoris Name t Kohl Excavating, Inc.
Contr►ctorts Address t 3330 East Valley Road
Renton WA 98055
Cate Work 0^mmenr ed July 11, logi
Date 'Work Completed t August 15, 1983 Ate Work Accepted, August 31, 1983
Surety or Bonding Corg>ary t Safeco Insurance Company of America
Hurley Atkens and Stewart, Inc.
Ageatts Address t AGC Building
1200 Westlake Ave. N., Suite 602, Seattle WA 98109
Contract Aw=t $29,810,00 Amount Diabursd t $51,158.07
Addition t 19.809.85 knount Retained 1 2,490.99
ales Tact t 4.019.21 Total t S53,639.06
Total t S53,639.09
ev_
Dtsbwrsing Officer - Einar- a Direrior
THREE COPIES OF ^HIS NOTICE MUST DE OCMPLLTFD DY THE DIsstwxw
OFFICER AND M"D TO THE DEPAI MYr OF REVENUE AT OLTMPIA, WASHSSRTTCN
IMMEDIATELY AFTER ACCEPTANCE OF THE WORK A7NE UNDER THIS SNTRACT.
9
0 PAPNfS SHALL 11E FROM WINED FUND UNTIL RECEIPT OF
;.A...., A. CNLT IN ACCORDANCE WITH SAID
CERTIFICATE.
OATt 8-31-83
TOL FINANCE DIRECTOR
FIMI PUBLIC WORKS DIRECTOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR: KonI Excavating ESTIVATE I 2 C
CONTRACT P CAG-040-83 PROJECT: Rainier Aw. No. Pi Peline Extention uA�
W-664
I. CONTRACTOR EARNINGS THIS ESTIMATE f 11,732.13
2. SALES TAX 8 8.11 9S0.30
3. TOTAL CONTRACT AMOUNT THIS ESTIVATE S 12,682.43
a. EARNINGS PREVIOUSLY PAID CONTRACTOR S 35,993.33
S. EARNINGS DUE CONTRACTOR THIS ESTIMATE S_11,145.53 _
6. • 951 K L'nf 1 SUBTOTAL - CONTRACTOR PAYMENTS S 47,138.86
7. RETAINAGE ON PREVIOUS EARNINGS f_1,894.39
8. • RETAINAGE ON EARNINGS THIS ESTIMATE S86,60
9. SUBTOTAL - RETAINAGE S_ 2 480 99
10. SALES TAX PREVIOUSLY PAID S 3,068.91
11. SALES TAX DUE THIS ESTIMATE 950.30
12• SUBTOTAL - SALES TAX S 4,019.21
WAND TOTAL S 53,639.06
FINANCE DEVAR7,1ENT ACTION;
PAYMENT TO CONTRACTOR (Lines S and 11):
ACCT. A 402/000/O1S.501,41,63(52) S 9.071.87 + 2
ACCT, 1 421/000/O1S.501.37,65(36) S___ 3,023,96 I 2
RETAINED AMOUNT (Line 8);
ACCT. 1 402/000/015.S01,41,63(52) $ 439 9S 9�
ACCT. / 421/000/015 SO1 37 65(36) S 146.6a F—L
CHARTER 11e, LAWS Of IB88 TOTAL THIS ESTIMATE S 12.G82.4]
CRY OF RENTON CERTIFICATION *RETAINAGE: St of amount.
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NOW
T' CITY Of RENTON • DEPARTMENT OF ENGINEERING
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CITY O/ RLMTom
lVa 1 _ d _J _ PUBLIC W0RXS DEPARTMENT
aeeet
rn 8_i�l-.Qj_ CIUING[ ORDER �•
—J
O0140mi by Iwei•pr teJet tier et tett'w •-1 et tee
ltw44'4 teocJu.tmu ittrtl owerwt ft. CAA 040-83
[] �*Me• ororot"+ Catpt.or It, _IQhI Exuratinn_ Inc
3330 East Vallav Road
Waft" y. Renton W mm
Ptaaael Ala ft.
rtel• 7;�!p�— "et, title _y-664
.v t —'W aatt AVi•aa4, Ilea• uw.wal - Rainier Avertw 12" Pinal i • in
�._._l4TeaeelrTA'tiat' _ �_ -ExTi'-- — ---`---
. . . . . . . . . . . . . . . . . ontalrtla Of wooll • . . . . . . . . . . . . . . . . . .
Tw ap otaarta to eerfem ten Nllwlae da.<reMa wp y„a ratalea of " agprta per el ael. Patti• ara ,
Replace 120 L.F. of water service line w`th 1" Type "K" Copper line complete with all
Fittings, excavation, backfill, asphalt and surface restoration,
Lunp Sum 3.023.00
Furnish and Install S/8" minus crushed rock backfill in place of Bank Run rrawI
Class "B" material
223.16 Tons f Unit Price differential of $4.25/ton 948.43
Subtotal 3,971 .43
8.1% Sales Tax 321.69
TOTAL 4.293.12
All wrl, wpnale ww eaervrowat to N I• pt.e4aeta •1tx ten enrlelaea of tea ttetMeN Tew/fltatlwo WA tewlal
rwrlalw.a elf the tree of t••ot tuttlw levelrw,
a A, .0 4t.T =042,4cill
Awn"00
t,lte AsTmAi ter CIIaRoe ttTI"Tto COwTIMR"is onto TOT" Artax CeAt0[Oxf3ft2tl2ML'4co6r1r36
Is q q ,l eAR
vaa tLMCT use
ueawy�Lry�pw.� o
Val
O arfbtat acuaet4to O yeaotee
stmlo trate•alo
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loot
wlk
r�.t
%DLit to
Iwt NIknI NlenNnr 11\ Lll1U,U11, OF
Ibyartawel of WIN" a Iagprrww f2 (=Elvrn WAGES PAID
f mphn awns Nm"I've 1.�, SEP 81 IgA3, ON P191M WORKS OONI%4('r
bearnl rltwutwattth
lasMMa. N t WIAN
18M 'a{. m.'tarWw
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Contract Number
Conitact Awarding Public Agency ate Bid Was Duc
City Of ftntan Uate Contract Awarded
Addran Mic Work Cornpletcd
Aft +fxfas---------- _---
tour" In Which Work Performed 111
_— Menton, klSM reA f --�_-------____.
�l190 em:ohm Wnhm (ounty Telephone Number - --- ---------
Wax a Stalemcot of Intent filed, Yc. h No DN
In compliance with KCW 39.12.04II 1, the undersigned, being a duly authonicd reprc.enluu.c of
RgIL &X.CAVATINOf INC. 3-t.tO a. VetterBOW
_..__... __._...._.------ - _ . _RLyi9rla_tfh►�,Ipfl as ._._....le.ygyk ar aY.W1aMM1
do hercl) 'edify that the following rates of hmwtly wage and hourh Ilinpc lx Ichla hire been nod his the Inborcr,,
wmkmer and meahanto employed by me upon the pnyect de.cnbed abase and that no labner, wurkmon tit
mtchamc has been paid less than the "prevailing rate of wage" w,,determined by the Industrial Statistician of Ilk
Ieparlment of 1 abut and Industries
tat bcluw each elasmlleation of laheu ernploycd by you upon the prolcct described above and the rate of hour and b.urk fringe Nnefits paid 1„ each Ovisdication ) NY
Please loft
If apprentices h.ua teen cmployed In this ptolecl,provide this additional Ink matton name,registration number and
stage (if pttlgressom
tM
�+N waft N ll..m
+I.arll lin Irlae,e..tw INN:
OPelator (un,fer bJH.P.) 1T.a3
Laborer 3.
60
c 1l.19 .90
Truck lyrl
Truck
Uri 16.9d 3.oU
wr(IOYd) 17.49 3,43
Pluaber 71.3J s.97
N. atuah rdauwrwt%r too %,molt
Subscrthed and sworn to before me
c Ry
lift �. f d:n of imam
I9 (AI IM nab
F,MY • m , t I MnM.Pica Ilbl..gnanle to IM..(r IN.."Ilpwf MiwW.Mrrla•bit,
to IM pn..a•xa wane •wt,oern.N.N wfw to t)a.a M.e Men woa"
INIM %T11141 NTATINTR'UN
IWPO C;4 CW I.A90R AND IND1.'STRI/.,
INSTRIi
I. h[rwant to RCW 39,lnI40 00" of this (mum mull be ctmlpletcd by the contractor and each of sus cut,
Iwntractmm.
Complete think (vum in tnplrcak and hire it notltlrvd
3. Submit all roans for approval to F.rtlph yrtivni Standard%Ih%wtol.Department of Lanka and Industncs,tiemrel
Adnubi.t••atiort Rutlding, Olympia. Wavhmyton )ItgW
Mail an appp�n.ncd kvpy to the Contract -%wanling Polito -lgency
C'ONTRACTt)R5 ARV RFSPONSIRI F. IOR ORl'AININO AND Fit INC AIFIDAVIIS of the Still-
CONTRACTORS This Is Ivquited by laic and paymenla can wot IOWNIIy be melle unto such affutev is ate filed.
aka e
0
E11O1NEERS
fM108 It DUTMIf HILL ROAD ISSAOUAM.WA M021 MIOHf IMSI 311014M SURVfY0U9
wn r
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STATEMENT
• • • • PACIFIC TEST1. LANOIIA?V III INS 0 0 0 0
v10 1}fH•YYNUY'MST CDENOWAIdoy • LelkrLl WAutt• YHOPIE(Ink'alow
CITY OF RENTON REN670 8/1". 83
200 HILL 1 'ENUE S.
RENTON. WA 9800 LCUETOMERnQ GA
DATE TRANSACTION I INV IC1 NO, I JOE NO, � " ►AYMENTS
071,29.'83 INVOICE 16051 8307. 1055 300. 00
v
CHARTER 1 ,1AWt V 1
CITY OF REN N CERTIFI TION
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t N.�,• .1 11,1Yf\ \N.t\ \M� Ytll NY YtY
aaw ...,,..aww,INt 4Nrlf,t •t•f1 • of JN�
UNYY1b1,Ir.O.N•\ •Y f Yftl1tNYf•1\�/�MM•tY N�Yi l MiiX ffNA 11.
Y
•\Y CMIY.
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� 4ox�«,L,�1 .so1.M.•3 (n ��rasl
-300.00 300' 00
FAMiVM MIlR MOAYi OY�RMIIAY• I OY/R30DAYS CURMRT TOTAL py
0
V tMn,t YN YXI. 1f/11,Pa.nOn1N,M�YInM PtM P\'nMa�PM UwP KtWnX MPiY\N 111'•X ePVA.mO-M '13%n-.w I.W m
rnMM n�mlr Wwv ►LEASE RETURN YELI.OW COPY WITH YOUR PAYMENT
to
)c (� !�„1 7 , KOHL EXCAVATING. INC.
1R➢'LA9T VALLLV RuwU
t
L�i- �. i i f �� O RLNTON,.�ASMNOrGN 1MYh
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(a K A. SEGALE INC.
ASPHALT DIVISION
Oz.lW Mate•IEEW 8041.N:[N1La ruAtiAY
TVIMeLA,VIA MIeE. (pal on am
M W WAA LOW ��
"AM
T '1'LIt.A
TIME AND DATE WEIGHT_
GROSS
, t.: . '. TARE
i VET
UMA. Alrflgl 1Mn rro NIOUNI
COLD MIX
y TONS AMNALT TREATSO CAM
a .I TOMS STATE VECIFICA"M CLAP yL__
Lt.fWULtI04 All SSM AMNA►T
r --
11"m
_ TAa
ry
Aa _ TOTAL .
r ;� rw-aW Mr A
%A• SEGALE INC.
ASPHALT OIV ItioN
i PO.b)1�l•IE�!lDUTNCf N1111 PA116Mgt
�K�A.NA MW• 120lI610 0150
At IT CA �4 qt T7NO
DAP!
RANT
SCSI MOi.--_ J TIME AND DATE WEIGHT
GROSS
TARE
NET
_ WIT DtICX�TIDN �i Wit Phb
AMgfNT
W.MC IAlO MIX
TONS APHALT TRtATED SAW
M TOW STATE NEW10AUM MOM _
11( GALS-UWLt1OH AN IEEE AMP"µT
GAL.T=
X
I
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M�Mgl�l�l11��.•...1..,w,!'i bU uMM'�rIM
1
® M.A. SMALE INC.
ASPHALT DIVISION
�U.RDK w on)s [NTLAPARNNAN
U3,01LA�w. I) �T1 O1M
1p.a Jf OM1,p•AiTl1N0
I} DAif "
Ya j eh J, 7 KANT
PUNCH"It ORM NOR m.
TIME AND DATE WEIGHT
DROSS
TARE
NET
- k
ww-As
--- n UNIT.OrOR1rT10Nlu'apdo
LB6.IAC COLD MIX
TOM AWHALT TREATID OM
TONt�T'Att•{OHICATXdlICIAAK
OALLIMULSION AN46NA0IMLT
A FM WM
rAx
x ,
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a RAN.'•"""'�'o.l...',1'•NYww.YOlwna.,n.. Ar DwwM:"m
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0111MON
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1-�
GA
TIM---'i'E AND DATE WEIGHT
ORM
TARE
1 NET
l _
tfi. �rxt ar011MTWr � D""� T
LN.W COLD MIX
Mo A$p%ALT TIOATlD
MOSTATI NtCIPICATION CLAY
G DALA.EMUt SION AR*3 AIMtAVr
MLM
N p TAX
1 _
)l .tq tw v
w s- wll
1Q
— r KOHL EXCAVATING, INC.
o rA1T VgIICV NOACI
Q RCNTtlN.WgfMiNOT(IN Y�Obb
i suuccr / �I''L1Fir ��L DATEtq
moseass
SKiNFoY_�l.f^�
REPLY
SIGNkD DATE / /
KOHL W MATE SHEET
SMt(T_ OF
DATF
Unn Tow Uret Tow
Eq-0 a kow0 kho Mp'i
No Otr Vn, DESCR1PhON I fkwl Cott LaMt Cat Cmt cat
te-
ID
i
ti v try
w
j
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t
i
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lluplica�e Inu i.. WEBTEItN UTILITIEK SUPPLY CQ. : 1
110 Box)54 %me WxO.vt so.
SiAt1lE,WASH N134 NAME.ww'"131
<a.P �• TI\ llI-1Ve ����.LS.�11.lJSY.
eN
t
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TO .
�#4�X'�4
M�fAVATING. INC.
SUt/tCT � 'M "NNt.a..,yjM:o ��4o6A
Nu
DATE
�..._ I '. .'"'•.-jam =:._
Santo ----
DATE
om HOLMES ELECTRIC COMPANY INVOI
"IN ION.WASNINc UNOftI NO. M2,
qFh tp.N bfFI tL• a. 11N�hN
M0 H% NN II44 6301,10,1 \I\l 11W1
Mil'sTMAL (Y),Mit,
MENC1AL. URl�IINs',\TI.I. !.'.8.f/, A'MYI uIhN
ii A��lA �,,mo; v
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e 4 ►,0.NO. i
A _
puenun •�"r •,! O DATE -�P?
�IFMf♦ M bti7� f !ly CYbI '. pOFNflt
IE•�4nyIQ !'M QY.IF.�a. ftn }•N . IM VIe M'
n.Y1F1,1 w Yaew hu w 1 wlFee\ «,n nrl..i +F
cY•F.pYFa n H�, a n1,r,.f. . ,
M �Y}MYYF_ IM '.A fPYll 4 YYnlwwv.i FI. ..
i'M MF. .IFIfIMMM•u Mtn Mr MY N,w, M.
1 ntwv
DISCA;TION Of WORN FUM TOTAL
i SALES TAX ^ (, 6f
..Cf•..IMF A fu.Nph1FY.
CUBTOhyA dp►Y
HOLMES ELECTRIC COMPANY I OE 1926
r:mvroN a•ASw Na tOh Yntk.
HtN,% 9fAl IL! 41,1:041
4m I'm m Wo0 y.\'ce 1,00
AW VNI•A1. ('01.1`LItF.'/!('IA/. • RF.:tIP(:`NW41. • F.'.F..l1.BNYLOI F-'F
W.O.No.
s 9p or
' Mqva,4,
py
DATE
� „•.htr _!�-�. e_ �a A ^'_ Ir,c. Ealgpon
49
6 3; �.. . S,S. cam.• —. ! ag � S7i
6.3
y . . �-e-�
se v
4 ter_ ,te ;. . . c �...•,: 5.a `�
.? C.•..c '.�o c Air. c. �14 �J:
�elf .r•.. r ��114, 7ft1 (V
cl
OWAWTION Oi WORK SUB TOTAL
T.1NIw AM M�'1•AMI cM anldnat Apiasa. Or
"60" IAA BdMN. It"t And da1MMn fAl tCnh ��jl.
t.✓Aln, no 1,4v tp, au:l, omUA ,AUt* AIM nw«IAn
mitt j" nal 10 , . •V'„a, 0... w ,h ,m saN1i:A SALES TAX
CtWeM AI IB%, pr ttn hgr,wt tali" rat*. , wf, AMOUNT DUE y5 t+
._.. . . , .. . .. ,r <A bMr. pA1 M�@IR"'AA'orYw'>•ai+BAnAI-
• f11M, dnatA.Mhro M1M,tA a+,c MTAbM�
PUAt 1^Mt
Vi STOWR CDP'(
HOLMES ELECTRIC COMPANY
PO sox 179 INVOICE
28 RCN fury.IYASHINGTON 9Bp67 ZJU
MAMAENtGN S A A" RUiuRN
7WiEY1 � iW:i91
fVOl:STRlAL • COMMEMYAL • Rf.SlAE!17l:4l.
E.F.'.O.£.tl/Y.(lYEK
{�4��CT - d w.o.No.
i a4C
g3 O DATE �j/j►
!' 7
it
.o..
:5 `J
�a' •pe. i4Rr;.h
"i M""' �Lurnnp w.r... i n .arbYl
.tRYYM
ji
�Ny,. ,Y. :n..• EA I CX� 4 1
/} �,y`
T
I VA. o7 rvr N :e' DT' . c
DESCRIPTION OF WORK SUB TOTAL
N r
i SALES TAX 3I�1
i .i.o•rR anNnnre. AMOWIt DUE .•.V �) ,JV
J
cusm�rR caw
PACIFIC TESTING LABORATORIES
3220 171h AVENUE WEST
PA-MI-M37 INVOICE
SEATTLE, WASHINGTON 981.9
Phone: (206) 282.0666 wract
i0 Me 16051
Utilities fh9lnseri"j �racr
C1ty of Renton DAY, LAdy 29, 1983
200 Mill Ave. S.
-_ Panton, WA 9800S '""D
TO
� IMYN
T W[
TYr,104
OIIWIRt InOOS ..
ow
0 rvCe --
imttn Density 0et;ea time Auport No._ 4ta M°e wMMrt
cr _
oject3 Rei,iier Ave. N. IR 21gR5--'j- -83 Job r W-664
3.00 Get Prmwrs $100.00 mch
S 300 oo
"AU. S 300 00
fort rw•wr..n,„or..aec ao Mo.,w.• fsf!
DATE July 27, 1983
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS DIRL7TOR
SUBJECT: PROGRESS PAYMENT
CONTRACTOR:_ _Kohl Excavating ESTIMATE ! 1
CONTRACT f LAC-04Q-.8_ PROJECT; eater Ave_ Ng�pl v.[an•ton
1. CONTRACTOR EARNINGS THIS ESTIMATE f 37,3S7.72
2. SALES TAX f 8.1% _ 3.068.91
3. TOTAL CONTRACT AMOUNT THIS ESTIMATE f 40,956.63
4. EARNINGS PREVIOUSLY PAID LCNTRACTOR f_ 0.00
5. EARNINGS DUE CONTRACTOR THIS ZSTIMATE f 35,993.33
6. ` 195°_x Line 1 SUBTOTAL - CONTRACTOR PAYMENTS f 35,993.33
7. RETAINAGE ON PREVIOUS EARNINGS f 0.00
B. • RETAINAGE ON EARNINGS THIS ESTIMATE 1,894.39
9. SUBTOTAL - RETAINAGE f 1,894.39
10. SALES TAX PREVIOUSLY PAID f_ 0.00
11. SALES TAX DUE THIS ESTIMATE _ 3,068.91
12. SUBTOTAL - SALES TAX S 3,06P.91
GRAND TOTAL f 40,956.63
FINANCE DEPARTMENT ACTION — _
PArMENT TO CONTRACTOR (Lines 5 and 11):
ACCT. f 402/000/0157501141.e'+fa71 _ f 24,296.69 f_L
ACCT. f 421i000,o1ycnitl7 FS ,� f 9,765.56 f1_
RETAINED AMOUNT (Line 8):
ACCT. f 402/000/015/501/41.E3(52)
ACCT. f 421Z0OQJ015/SQ1/37.65(36) S 4m An 1�
CHARIER 116. LAWS Of 1955 TOTAL THIS ESTIMATE f 00.956.63
CITY OF RENTON CERTIFICATION *RETAINAGE: 5s of amount.
t M vw•r.!c to•"a,CHI., wr.n a
w•,.s�•t.a•tn a mt u.a wxig••t�u ew+et
uwt, t•R A•r 1M MM q�M M YC WrD
ewA•b 4:��r M C� p yrp• yp nyr y�
YIr,MYtt iw YC trrMr 1g yp(yy
age
,.tr
CITY OF RENTON
Mast or_L PUBLIC wORRS DEPARTMENT
ChM4e
aota Ju1y 22.], CHANGE ORDER °ralr
NMtar 1
® oyetN M rtytawr views, fact of SOCUM 4.1 of the
seobatw Itettreeatsono (As") castrate oo. CAS-040-93
❑ Chave ►tw.eea by Constrictor T.: Kohl Excavating Inc. —
_ 3330 E. Valley BPad
seiit-/ Nr _ - Rentona IAA
lr'^" r u of j
�� ' 1� Sir seat*
Y t Sodom had M.
Title _ /OIC� ►elect Title _
COMW •IYaA kr TWKV: 1whe" tatutt441
sr
• . . • • • • Ofatal►TIOM OF Mau • . . . . . . . . . . . . . . . . . .
iw m elder" to earfee the fallasla• Mstrtko4 wrk Wo whip, of M tpevN eery of this Cabala ever•
Furnish and instail additional 12"-221° bend at Nest side of Rainier Ave. NO., two 12"45-
bends on discrar�e line at future pump station location, and two 12"45r bends on
Perimeter Roai.
Lump Sum ! 4,P45,00
Furnish field surveyinn, staking and preliminary as-builtino of project
Lump Sum
Furnish 4nd install four continuous 3/4" shackle rods Across Rainier Ave. No. 854.00
and Perimeter Road
Lump Sum
Furnish and install 5/8" minus crushed rock backfill in place 2.280.00
Rravel Class 18, material of bank Run
339.87 Tons 0 Unit Price differential of $4.25/ton 1 444,45
Subtotal —tryi,
8.1% Sales
(p1Tax
' 7p6�3.30
All man. Mterltla am YNureasnt to as In ettor amca with the rw.ul Ma of the 4tooUr4TgttiYltsll•IItW
rrevislMe for the ,rya of lasnrun,M Inrel rag �•rltl
0110ZN1LL CONTMACT Cu11R[wr COwr AC [tTI11AT[D NR CHANG[ [4tI1MTa0 CgpfaACT
AMt�tNT AMOUNT THIS OODIA t'O[AY Aa`t[A CMAMO[
s 32.224,61 s 32,224.61 t IM 86.75 •
42,411.3R
WALKT use aew r use
+rrq M D
UFO
�
❑ UtrtMAL 11KOWe" UWWD
DIMICT [TATI•Aio
Mau
jig
CiC
CITY OF RENTON • DEPARTMENT OF ENGINEERING
• • MUNICIPAL BUILDING. 200 MILL AVESOUTH R T� [N ON. WA. 98065•236•2631
PROJ[C7_YSo "'0"' A"'u' surM
PROGRESS PAYMENT ESTIMATE NO
CMl.act No _,.CAG•040.87 COnlraiclor Kohl fauratbq Inc
Cleo-/ Dole July.22711ffi7'Me1 L of I
It
Deat'.01-on Uml Umt Prge Qiy astVIO t TOtAL THIS ESTIMATE TOTAL 7p DAT!
Y QtY AnOunt QIY Anew)
1, iurnifn aM Imtall I2" Cl u
I D.I. Nate, Naln L.F. 21.00 485
2, ter sh and Install Sal Act 476 10,078,00 471 IO,OM.Oo
S fill ITON I 7.50 140
7, turnifn And Install Asphaltic 7S9B7 2,519.02 779.67I 2,549,02
Concrete Surface Restoration TON 40.00 27
4. funitn aM Install Portland 0 0.00 o O.M
Ctnent .0"crete C.Y. 150,00 4
4. AAawre in
4p Hce Concrote 1,79S.00 9,7 1,19S.On
Cure anp Gutter L.P. 5.50 1 00
6. 4estoit and Replace Concrete I 10,5 I 57.75 10.9 I S7,75
iSide.Ala s,i. I 20.00 16
7. 'LaMtcam Restoration YY,6 452.00 22.6 452,00 LS, 700.00 I 1,5,1, iumbn and Instals Concrete 0.00 0 0,00
11ocIJng C.Y, $0.00 ! 14 Y1 9. furnish
And Install 12" Rate Value i 1,760.00 22
j 1.760.09
4nM101y Antl Yault t4CN 1,850,00 7
110, furerih Ina Install 5.114•' Nv( 7 51550.00 7 S.SS0.00
fire Ilydrent Ass/e51
Y [ACN 2.900,00 2 i
It, Transfer [sitting Semite i 2 I S,POO,M 2 5,100.0C
tdnnsctront to Re. pi Uelint ,EACH 800,00 7
it. rurmsh and Install 7^ oV'C
Telegtry tOnduit Complete•itn
%It 1040% and
Appu•tenancns
112.5 162.50 P2.S 862.so
Subtotal
f I 20,464.21
I j
CMn9e (left' sI
i Add $_I2'
i
i fuurMifh survey
reey work
fnish Crushw ed 11 insole Pool
furntfh Crushed Peck laxf f111 I
i
i i I
i
i
WOW Itelas and Cnanpe 04ere i
.L' $ates ip
total Including Salet 14.
LESS S. Aeta snags (of SuadW)t
LESS Amount pryr10yt1Y IAip
)It Dw 101h tSTI•lcit i M
6
t t
k
KOHL EXCAVATING. INC,
u ! �
rDATI 7slow
DATE
,�
KOHL`EfT,�AATE N411T
MqME -�. .. :/!„ -�C✓�r',F - SNEET__OF
DATE
umt Toa V
No" OM. UMt DEECIII►Tldr Eowo.a EOuip,a unit
MkVtl
c"I LMy�,pt _cm .
Y �
to-
It
12
T9 ' r—al
r 1 y
14Is
Ir�1• r
21
23
24
I
---•,.--_...,. TOTALS
KOHL ESTIMATE SHEET
SHEET OF 13
ptowt
DATE
OV 4
UNI Tom T
—fto otv um ft".v swaw 1AN-L
L*wCm Law 4N cm
cm
4,4-,
—3
40
It P
19
21
23
14
MAU 1
I
KOHL ESTIMATE SHEET
SHU �of
DATE
t'1e QY_ IMwt ..__ Tip
I— -
si
IJ -
I 1 • � � I
Ii ► '�
is
`� I / 4 �
� IL
•I
„ � ,SIC,v•. ��.� �L;rII- %l, _. � ,�.
Y—
CITY OF R XM4 WATER DEPARTMENT
Pressure Test R Puiificeti00 Test Form
I 1 �
PROJECT NO.
NAME OF PROJECT' n
PRESSURE TEST TAKEN SY ON_?
AT A PRESSURE OR_��(j PSI, FOR IS `.., ti MIN.
TEST ACCEPTED ON Z6
PURIFICATION TEST TAKEN BY ✓ IfO� ON / l�
PURIFICATION TEST RESULTS, SAMPLE 01, t/ } (��
SAMPLE sZ Pr;+—.4 1
SAMPLE 03 ,be
REMARKS: Y _ ;♦ rtil.. QI`
E REPORT NUWIER LR ^ Z)
mtvious MT NO —.
PACIFIC TM%T LAs®RAT®RIBS
!MAIM!\RIW CONfuI eAnnw RAD.06RAPNIC IM]HChON INVlC+ION EYICVtIVE tMfICBt
Y AR\R1AL 1tl YIN6 fEEa n+w. I AL SUR V E v5vt%.\Wt{ m \OKtt so.,Tait
tOwlNaf
_^-- {t.T+lt W4fNgarON gtrE Sop Mt CNANICS
MAILING REPORTEIJ .,
1 _�� PERMIT CERTIf ICATL
NUMBER NUMBER
L
MOACT ,fIjj IR;kf A:..LtiE��.. d16O6.aV®i. ... ENGINEER
LMATION - PURCEI ORD
NUMBER CONTRACTOR
44URPOSU06JEC+IVt ..,:ul,sr:. .ru:try '6fitM CA `'ur ::.wjlc,. ;yrt.
_kf ',,�•i1, 5' ,Rt F"EERrnka a[ .,. ..
RESULTS . 1,�u.Y.I_, ,LSiYs_El3Y[31TS•.._ _ _.
REMARKS n I. �'7JO 14i-ti b-
w.yt4 �.IM� Aw �a
'Thn carM1hcaUon FOMfIL to the KiwlKe of IM rawgf obtonM from TM Kto, Taft perfOrmad Am Mr ObMIv,IOO$made w11MO the WON,
of That WOTY III,whned abort Ce,f"tIm(hall nol he COn4VOad to I1VOl"nt IMMVIM MNVOVAt Or KfplMce of OMIT affat.pttd Rqd a t wargnty Of INIIV Or.01kAOdnv of TM tawcfiulron rKryvamenh/" � J
V.� l-6�fS
CBTOhed Report by
PBofhc Tuttnq LeboTnwlB\ OAtE
<q..« FOUNS . MILE oiNERe KPENSES
I_.t_COS*GOOF ON •. (N'F Ri O• A@ Kxap • AMOUNT
I i . • - ♦ —.....�
TIME vfRIF IFU By i 4
REMARKS .i 1 t+..,• • • s • .. y
iOiM NOrMe fOTM .,..I
SPEED LETTER
TO: DATE:
PROJECT
SWAM
—
(Signed) __�
VATER AND 9ENER PROJECTS
PRESENTLY UNDER CONSTRUCTION
IN
THE CITY OF AMON
WATER PROJECT / U "Gfc+} EEVER pRW= I DAT I,,,v pN{
OUR PROJECT TITLE QAINICd AVC 12" Pr r.rup Ea rgvfruN �=
PROJECT LOCATION
DEVELOPER CITY a 126vl" pRfUrt7
ADDRESS ;w elmL Ave
PHONE .i>S
EMERGENCY
PHONE Qt.Stw 745 - 3379
CONTRACTOR C d dy
ADDRESS .' T rr f g C T rim H f r
PHONE
EMERGENCY
PHONE f/ 7'F a r r
FOREMAN 17"[iC 1,r. ,'Al ye.ye ,;
PHONE .:1 7i - ou a
EMERGENCY
PHONE
City Of Renton Inspector h>UK
Other Insnector
City Of Renton Engineering Department 'Tw:
2Wt671
PIIECONSTRUCTION CONFERENCE t Irle
Lxe
DATE: Tuesdav July Sth 1963
TINE: 10:00 A.M. pai .m •h*
by a�INS
PLACE: 4th Floor Conflrince Room
DEVELOPER / cOiTPACy" ORSUICONTpACyo / NNt OF
PAR
Raw: Ivan ChristHnson, Kohl Ex atino
Phone:
Project: Rainier Aw 1"° Pin t+ E Ln ton
Prof. —Y-66A
16W OF APPOINTED INSPECTOR
Pl"" check departments to be notified and specify person to att&W.
_ I Engineering Dept. pon Monaohan
x Fin Dept. _ EO Wooten `—
x Police Dept. _ Rav Seude
x Street Dept, Don M111er
x Traffic Dept. Paul lambert
x Utilities Dept. _gga Olman
x Water Shop —Larry taviaoe
Other
Additional outside departments you Pay wish to notify,
X Dtpartamt Of Transportation
I Pacific N.Y. Sell company
_ x _ P10pet Sound Power S Light Company
�Jx Group Y Cable TV Company
_ A Washington Natural Gas corvany
Other
PRECONSTRUCTION Cam_ ONF�CE
PROJECT: RMNktt Au< 12- F tlNF• EYft'wLu+r
ADDRESS/LOCATION: -- DATE.
PROJECT I 1.11-(o(d} � ►ERNIT I �—"
WORK ORDER I tizj.5
THOSE (N ATTENDANCE
tIANMI
i
_
tom,.
F IElO DENSITY
ENGINEERING
OR) � DE NS IMIT,,
PROJECT: _
r_ PROJECT--_ "- �"�� N0.
^t_
DATE;
INSPECTOR;
PAvE NO,
- - NS
TESL MOIL, N0, DS
STATION _''-'--
I._
REFERENCE TO CENTERLINE
REFERENCE t0 GRAOE
MATERIAL_-`TYP
OENSIT_-`
INSTRUMENT
NO:STURE (CPM)
DENSITY - DIRECT TRANSMISSION (CPM)
DENSITY - EACKSCATTER (CPM)
RATIO S—liy II
�_..D�^sip IPCF)
NET DENSItY (pCF�_"�"---,-
MOISTURE (CHART)
DRY DENSITY
-
MAXINUM DENSITY (PCs) NA or ►q
Z MOISTURE , Mofstu,* C
" :r -Da"y)t PC
>: MAXIMUM DENSITY Or�ensie C
MOtEES; Mi*'Nm Dens It
D
R
-.
UTILITY ENGINEERING
FIELD DENSITY TEST REPORT - NUC TEAR DENSIMETER
PROJECT: PROJECT NO.
DATE:
INSPECTOR:_
PAGE NO.
MS DS
TEST HOLE NO.
STATION
REFERENCE TO CENTERLINE
REFERENCE TO GRADE
MATERIAL TYPE
DENSITY DETERMINATION
INSTRUMENT I _
MOISTURE (CPM)
DENSITY - DIRECT TRANSMISSION (CPM)
DENSITY - BACKSCATTER (CPM)
RAT10 Dans�e (PCF)
_ emit b
WET DENSITY (F'CF)
MOISTURE (CHART)
DRY DENSITY . WD - M (PCF)
MAXIMUM DENSITY (PCF) Iy, or PR
B MOISTURE . NO Sture PC
".r Denl it ►( t
T MAXIMUM DENSITY rL enS 11, C
Ma•I mum Density
NOTES:
0
UTILITY ENGINEERING
FI EEO DENSITY TEST REPORT - NUCLEAR DENS IMETER
PROJECT: PROJECT N0,
DATE:
INSPECTOR:
PAGE N0.
MS DS
TEST MOLE N0.
STATION
REFERENT ' rf) CENTERLINE
REFERENCE TO GRADE
MATERIAL TYPE
DENSITY DETERMINATION
INSTRUMENT F
MOISTURE (CPM)
DENSITY - DIRECT TRANSMISSION (CPM)
DENSITY - BACKSCATTER (C►M)
RATIO •nf�t (PCF)
_ ens t b
VET DENSITY (PCF)
MOISTURE (CHART)
DAY DENSITY . MO - M (PCF)
MAXIMUM DENSITY (PCF) MA or PR
% MOISTURE moisture C
:r Dantit I
S MAXIMUM DENSITY r onf It
Maxim,, ns t
NOTES: -
0
UTILITY ENGINEERING
FIELD DENSITY TEST REPORT - NUCLEAR DENSIMETER
PROJECT: - �� r dpC IOc PROJECT N0. /�Li
DATE:
INSPECTOR: r
�~ ~� W I PAGE NO. —
MS DS
TEST HJLE NO.
STATION
r
REFERENCE TO CENTERLINE _
REFERENCE TO GRADE
MATERIAL TYPE DENSITY DETERMINATION
DETERMINATION
INSTRUMENT N
MOISTURE (CPM) —
DENSITY - DIRECT TRANSMISSION (CPM) ~
DENSITY - BACKSCATTER (CPM)
RATiO L'o1't i (PCF)
Den��t 6
NET DENSITY (PCF)
MOISTURE (CHART)
DAY DENSITY - MD - M (PCF)
MAXIMUM DENSITY (PCF) MA or PR
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mry Dens t
'L MAXIMUM DENSITY r Oensrt
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� 6 3K I p
rCA O \TNT
v'A.l1yµ. of r.Roi
3001
�aanbt
• „,,
NN11NyN iD16 r v.R08
• M MrIFr �_.._..
Iip� tt10i
wo T"N w,c+r,.e
zo twa a+.m
SN]p
tAl PMR" X Mt0'
• ERTRAUI yp /
wT. tt000 —..-
pCRQ54 *.w.N.w.St"twon>wtaw�at""G„'0yr+.n.�.�.s.�c».�w Tmk
RFhTON FREM AIRPORT
• TAX
TOTAL
x._'_'_. T+.�— 1 - _r�O O.
OM-IVERY TIOr,•'._T
E�Wools • STONEWAV • �. - ,� y
' a �`oncrase ,•�i"�=�-"'.
vcwu•
V.O.lOII SOB-RENTOM NASMWOiON VWs) �p /. Y'•)
a��eoo u�a)w
un,o%o
ncxrr GA" rxx.[q K"v rvM6
97108 $ : �i:as 7/2S 03 C 1 rou�1 ar x four.rwnorr
• Iuwcx,Ir[owolw)m
• IF
ii V S(1
• \ A rMp
cau41W �1x y..x
CM.OIYOr -�{• xR VNr01 hr..,..
. c1MIC rMp[ ]AOIH -1.1 M Lo\o 1 1w00%
[Af04 M/1YL
• 'UFdltft Ily WNY/111[
o
I01w IYp f4r.0
e'•t M hi
Yx.WI OIIrY6 Ow..y1l
• smle
ra+[Wn/OVrY $r f X X10'
• Most IAA 630 can A6000
CrYU011:4W0 M.Y eNwa nmv. ir- 4 i�^M+Y Msf
w..n wMnOexW WwW�MNM wy� Y 1W
RA ITIIER AVE ^,.m.ow..el.w m..M..wnW• .-««.. V�nMa ror
�«I xr+o,RRIo nw wsrcxM ON1
ACROSS "OR AIRPORT TAX
RE NI ON _—
lwicw b q.w. .mx w. T^- •OTAI
IX
--M I .w.1—W[� w.rnl.OpO cy/Ieyxw wxlNw
L:LIV TICKET •
RCNTaN S T ON E W AYTUKVPRA •; T 2ti da►A 7
P.O.box sm-RENTON,WASN"ToN N"7 •M.N c w/
22610M 631-3100
� 1xan.p
y urwwa
• Nip I• (..K DATE11CN•T w J�C__ \
+ NYMMR R.CR IN—
J YM1D
K•
. 48710e 8 ..wiuo vpQ OS 77 2 rQUA pMpRTUNITY[Wl0
1 //JNMCN4J•xMWR Np `
` J
1'OHL °xC L-
uNrt RRIp• AMOUNT
Mt
• �ro+ NYw�Y S SK
r,X ru p T. ltwt
. cA.tnA. iI,N
_ TAA YRp{ w•A nrY rMTu wH.�.�� r�ri.�i r•
.ano n
• cum 1ARp6 30001�
iXMA N11w MINIMUM 1pAa l YMpS
Y1 X.M
iTO NYMIIY
• _.__._. XOOEI rObt _..
• co.0 - rnw wnllrw `•
ww •ulp wNo
.b10 .1Nu IbNI
n!
R ouwl. J4 mlo "m
• uelo _swo � fbn
RMC[r N / x x1,.
� tRAANrCN IORIt
• ___ epT RO aAR aso / T can $6000
MN10N,,•.�Nn,..J—.+•w� „+s tw.i...V al.+m.,..,...n w..A,
01Ma Wn ua Mnf4 wM.w...R.N.A.YF XY.Yuvrtti M...r a.rn TOTAL
w:.M��p"ur"°ie•eN'w a`d:nRw"••••,•'"•••••ror.p,»
RAINIf.I AVt TAX
ACROf3 FROM AIRPOPT
--• 16 TMR1t M1} R.NT .ici✓n Yor.4 rw{pp w Iipgp cwTON•In Nolunyll{ TOT"
• Be 2 T. 7.30 x Cao #
,a
sTo N EWAY
0.0 W%NR REpTOR.WAOI100TON not
ZW"w
V 1 ��
DATI fR�_
RA.• J RLAHt• ._.�_
l
ADORRRR
DQW,tRTO
1
pM�nav u[wnrvox aa�cl
W vD. SANp ✓^
GRAVEL
1
1. CRUSHED RDCX _. _...
q�
1`i of
4 .��..._._._... ... TAM
0[�IVER �'u
No. i 04328
h n wRnxJ'r 1r "M41WAY CDRCRM INC om RM wand WMx Iu,nor
irMf n rMulMT upwM Hh n9nnAa IaYw.r a Rime W0N'h •dMMMa,M•,•M
nul6gaJ Mw an Ixy,y pMFAI
t
STO N E WAV
P O BOK m NENTON.W,6111NOTON Y/pKt V
2"1"
O,TF--I-
PO •^_ PLANT r
90L0 TOTC � r
PITY
Ofit1w
WNhaa I
a,.4. SPND
OPPVCI
CNUSNEO NOOK
NCCO
E�x .r TO el
_ TA.
NO. F 04358
IIN ErEE/M STOMFW,Y ftlNCNl IF IMC.wp IIN yNtll yyP lEl�,
EPEIw• IbNa tNp AMIMh a^iMYW W IIWN Rv+N4 r MNR+�+PE
R1F IIW Efi(R M IE�InIlI1WL
STONEWAV
r o MOM 60lMEN'UN wAlNIMG10M EE!!T �".�..
MII IE I`�
r
f0.• KAMt
AOpllFf!
CITY -
-LIVEM
YM V4N I•al W,_ Y
P YW $ANC
GAAVEI. T—
AOMNEO MOCK
ol
-To„t `
Mo. f 04364
MMER ,I,WIM"STOMEWAI COMCRIT!MIC.Ik!MMMN 4Y1MSM
i1EI�N M�AMIIY.Ma�wL lilt MrMy ialMl wl111p1lIflIMY MlIMIIIM 11!!
M11�°IIN Ilew w MIS Mlwnll
STONEWAV
' L^anrrvetse ,
I.O.WkiN Ilfr+r:1N,MII1FMrNt:t(IN WUir
4k�i'1w
l O. .. KMii• �
sOUw[YS
crr.
cv ww 6AND
®pltVFt
�rrox pq
v ry♦1
IBItl� TOTAL
Na f 04377
A f olu7slMl WM"SIOMMAY COMMFYT WC.+F nIl y yK yyly,w
1a�.MIT Hry NMYy rYfMV M/rrMrl M<iMr1'rrliNMr'^i M
yMl Alr wMTww.�'+
STONEWAV
t7F1ABp
tA''------ --;f'—ftA"
tit
t
suoPRn .
---^
Utl1YtP }
N�w�•v q
tl4� yyyy�
p M,p
GMAVFL
UL1i41gCk `
._L_._.....- TOTAL
Na F, 04393
11 4 UYtRPIRf RlP+1 YYR ilpRttul'fM1:Rtil,RL RIII M1 w W YIIIR M wry
MW IRYi~PwwtR11Y.RRwra Mh MMat rcwRwva w wM4 MMPA w Mini ry,
IMr av,1.N♦ryanryry
*TONI'WAY
an'w
T04, ioL, 16 T ,
�B..f qµl• ��
^'Y [n
C't V
WuVU
M ftKk
or�Ysts... 1~.• r'or��
Na F 03610
W.. Ktaw,rw.�o«.g�i,�c..�.,.wrw ..,
4Y.rtYl.h IMf f11PyP�`M'WI14^'YqM f,ylllr MNIyfyPY�
STONEWAV
r tl W1I f9N RNNipI.NYNIINTOII�/
wP�e Ie_
R
ro• N.AN1
OLD to
MOMY _
Cw v_
-
uaPPP.r wu �P+n nppF/P.
$AND 4
AM
6 ROCR
lAP
�1YlP TOTAL.
No. F 09f20
N n Irannv."Oft,9fONINAa CONCOM INC Pa PN Iy ea MIN Nr eM
On�r w.�..�.w•r,xawn.uIr PMPIep.Mwr a rIA41 rleMrh a en�YN na1
Pin ARN Maw.nn MNe Awl
i
'riNEWAY
2anx!nr ')
P.a Awe R6MTON.WASNINUIaN Mtt/
uawo
SOLD TO
AOORitt—
co" —
UV/Ry_
Y1MM1�1� A ««y«Ih
_ w SANO
RUSHED ROC'_
we
TAX
TOTAL
No. F 03630
n w wwU«wr nw Rr ttoxtwAT coRct�rc IRc.Is11 w a aM w1w�««��
dRAM b�N�MY,ROwbl Nw«M�M4«'«M«PY>PORN MTtw«I w t�«Wlnw InR
..♦I L�nJ upw«ul lhx PIfIOT:
STONEWAV
P.O,witm "ONTON.WAMiNOTM asp
ifs.low
nett
Po.• ,�y,�.�__riAHf��.
fO o TO__�V
AOO11ti6
UviO
✓_ N eq MND
_ MAYil _
� otx)s
TO',
Wiwi"
No. F 14402
wT�MYNMT.Mtw�dY�il.+ytV CONCM.wro n��i.1Mowh��^I*+,
m Mt.em Piw�.
i �
INTEROFFICE CORRESPONDENCE
Date June 24,
TO; Arlene, Utility Engineering
FROM; Maxine E. Motor, City Clerk
SUBJECT; CAC 040-83 Kohl Excavating, Inc.
_______________________________________________________________________________
%X% We return herewith fully executed document(s), as above-
captioned, copy of which we have retained for our official
public records. Copies shuuld be forwarded to
Kohl Excavating, Inc.
and the other for your file.
Pursuant to your memo of we return herewith
documenter), es above-captioned, which have been sig.ied by
City Officials and need to be forwarded for further execution
by
�l We return herewith recorded dceumenn s), as above-captioned,
I�—fl copy of which we have retained for our official public records.
Copies should be forwarded to appropriate parties and retained
as necessary for your files.
Please file a fully executed copy with the City Clerk's office
J for our permanent records when received.
Thank you,
MEM;db
cc;
clF RF
.� 1T
° PUBLIC WORKS DEPARTMENT
v Z
DESIGN/UTILITY ENGINEERING 235-2631
n
p9 MUNICIPAL BUILDING 200 MILL AVE.SO. MENTON.wAEN,BWU
m
�P
r to SfplE
BARBARA \. SHINrCCH
MAYOR
May 26. 1983
Mr. Ivan Christianson
Rohl Excavating
3330 East Valley Road
Renton, Nashingtci 98055
Subject: Contract Document#
Project: W-664 Rainier Avenue North
12" Pipeline Extension
Gentlemen:
We have received Utility Committee recommendation that City Council concur
in your low bid for construction of the above referenced project.
Please be advised that in order to complete the contract documents, the City
Must be in receipt of copies of the following documents:
I• Bid Rood
2. Certificate of Insurance
„3, Contract Bond
�4• State of Washington Contractors License
,I. City of Renton Business License
Ij. Registration Certificate
C ate of Washington Departeent 6f Revenw)
7. Federal Ias License Number
If your company in a corporation, we also need:
8. Copy of Corporation License fy{tdr,41A.
9. Certified Copy of Corporation LSc1n#e
As soon As we receive Council concurrence, and copies of the above papers
from you. w will forward the Contract to our City Attorney for approval.
Following his approval, the Mayor and the City Clerk will sign and execute
the Contract so that YOU my begin construction.
It you Aare soy questions pleas, call Arlaw Ra1Rht at the number listed
above.
Cordially your*,
Ronald L. Olean
Utility RaRlnrr
AR:dar
SPEED LETTER
TO: f DATE:
PROJECT: Ur:PT. q'
SUBJECT:
i
vise
40 e SMATM
iMATE0. PR0. l M
l •411t A91 h .N -----,.
%
_rdiDD-liRg
_1•
t ua. A1el E+awt
i t Jsb a .u. n1
utl s ,. ..b Reett,Coad Co. Frak( :uo b.Ao --
.. d^la. VA A�bw. I0601 Rasut Yd s Centroct,t� Ca I8111 E Ya +
u•r'"KR w•r rory y„r - 9105s.. 4100; '<aMk 11A fA00 AAP,n Yyh A'M4 WA
0.J
_ .rct un.mu ,rr•ura uo.roru '11i19 ••k''� WA 11111
1.7[]im a1.00 101Is.00' .. 41031
100 1✓b00 1.i0 1050 00. I�j,C�� d17.A00A tAA, M,ft r..wcr•+•.rar„ yrr�..
1 t "s DO 00 0 00 i YM& Cl$06 t on.
35
55pp. dF 0.0000. . 3195dpp
t<... ar r , .'00.0D 33)SE0 y0p ! oee 4s �� 84400% , SD0
•:A I 3atr 0, �A Iso1p 60000 10060 400to 3000 9100p 6D.00 IUC.00 fi0.D0 a'D000
v ssu .esm 1000 6000 �4D.m. ISO.aO 60Q0p� +0000 � 60.00
""�« '• .'JIt 10, '0 16C.00 dnoe aaem 3Q006 8A0. dN0D0 400.01.r .KO.,f...!.e. i.S I5o0.A '560.&4 7ap.Ep 70Cp0 Soo 100 ?tl00 jD,DO 60000
00.D0 3J0.06 I.�oo j4000•... aO.Od 3d0.Op�. .o00, I
140001 jDto o0 60o.0o 500.00 50oDo Ia0000 i000.(A 300000' 9ADOD
•I r)`i1y aJ U Ill. 100 00
am00, 6000.00 1850q S,S�od�O IODpp I,4D000. Q00 Itoo 300000,.
! 54' AR4 eta, 141550 d.r11 d100.0t 6,:-wff I,jppOD 80,00, 11�000 ID0.00 140000 true. +;.auect.Wt 31a 00 ].ilNOp sReoa IsOaae ift 170000. $100AG JM06 Omoo
is 3'Pk 31500, A7S 0p a0A e1 ].4N pe 17500 SD00� 1'3wd 7,600D0 Q0600. .2400.D0 .
Ta1arA.t..i.i,Ki,e 9.M SY4.00, 50yIsoo.op .'V0,MCI., goo 13SivW 34 1,6900E ]SDO 1S0.00 11M ttDOG�j'
00 (SId.00 3SI1. 10001<,.
�v�'ottl 31. 600
1 .D0' .. -
�a,sl0oo 3�y50.00 AMC s 1 1 y�o97ao
, 00
414 4� 4.s9".'ti
SYI,00 .3:..74
.1 �66f.as 29..67.. 3 Son
,401.g6
33cY 9t
35.61115 3>�111.67
Y t�506Ec
BIDDERS W-664
k.Kt Eu+wt'm M.l.rap ' ' -- — —^ --1
AID T R44LCT p1
WATER PRQtECT M�K4 ' Rat.. nit 1p rraeKCajac�0 �rtb+r Con,,Ira j
Nml r�Wn•u.rn }Ell S,Shy WY IaiQ11:%nWA.S. CMtrmt," Cp'IV 11 E1.Iw 14 i
tr ?^A t E+TL%ma tot.. T RrF r. It Rv4ure WA Se.NA VA 1600 En p:n 4.1k Kt WI,
' qM to, Hi3 . 1b055 , 9b00i -Milt t,5e tl� W6 *11
w.+rwal uw.rur..,w..MC�Wn ro.0 .w.ra.W wA.m.r'y.rr..10+ Wr MY +Mr nnC+ un rMY rr.Rit un mru u.n..n'a un mtn .i.,r .an:�rW+ .,., ,.
: f.I '.1' usi o; 41tu a500 1;IISM xt.�o lo,liseo 3506. 11g47500 ^J a1,21400 5500 a6,67S06„ 70,DD 33.(AQ..
F41 .wJ8..W1I woT 1.00 WOO ?,s0. I,050.a 1000 140000• 600 8460q`, 506, 10000 IS.00 1I4400.,
5 F+1. a pl 4., c..,\,��1 i]S 00 31nlO 4000 I,010 a 1800 4%M 3000 810.04, V-DO ;QUO 80.00, �Iwm
v.4 filC. t co.,»', w.r „ INOO 4 Ot 15a00_ (0000 100,00 400.00,. 60% ]'10.05; IS0.00 600M INN 40000,
Ef„ 760 ]10.00 550 r65� 1006 30000, 860 a4000• 100� 50LIQ AM 6000d
Ibu.00 ]0M 3�bbtt a6.6D 3]OOD., ISOD ]V000 As )a Do :,DDD 4UNI
1 cr1 .p.E4,M.ra_Es, !566.44 t<00,b 10006 106Je 500W 6X-110., 500W 500.40 1W) 1.0064Q_ 300000, 3IM
a 41�okoit 6Ia+�.S14cq ICO.a !400a_ 80a 7,:]640 IOD,% 1,40666 tao JtM iQ0.00 I,Ia000 106m 144006
j F41lY6.u+.71r11 1t._Itoboo 6666.tt t150a S45600 100.D0 b.100.06 1,eYj ;Iovh 170000_ �lmi. )000 i806I4.
to F41 s''<' F M 6 a E.„ I,415S0 a,811.4p_1.90000 5,9000 i W. 40 .10m!A 1I' 0000 164006 1]OQDD. a!10000•• is%% .000EQ.
I.Serccr Ce,.ea+w U, ;A06 6NM WOO a4M4C 17S06 S]S.00 300.06_ 100.6Q a5000 T50.00•.. 660.E 18640Q
aJ'PV� Ta.a.c..+.i.MLF. 1tt 1144D6 So 1404p gms44� IDDD i•680t0 uD 15116Q, 35$ e0m
�u6tot.i 31. 000.00,. al'sto00.. 3�'150.00^ 960,000 4],011.00 4A1t)9b
?_I^. y.6T., �,511,00 .1 fl4 61 ],bb1.15 ;11!47 3,40t.86
tet.i 33511.00 , 3],y1y41 ', 35,b1115'. 31,94!47 1�so .'1b943
� R6 u
BIDDERS W 66y
810 TABULATON
WATER PROJECT W l Madaco RentonConst. Co, FrukColocuo Arc�er (Mn, Inc.
aawawa�ynnaNTa 11S E.Y.h i11 101 5- Star Lava Contrdcl on Co 18111 E.Valler Rd.
RAiulee AVE. No. i�So E.v.uar W 10601 Rust,cRA,S
Il" f11lUYQ EkTWS1OM Urdu W� Auburn WA Sea#Ie WA 160o EmpireWsT Keat WA
Al w r�tl ._ 9411� Seaitla VJ� 98g8 _ 98431
off wxr TOTAL UNIT TOTAL wrt wWot curt Tote MW nNea uNT TOTAL Off pmcc I UNIT TOTAL wxcal UNIT TOTAL
I f�I Id" G Sa O.L S 15.00 1� 1�5 :i1 0,145, vMa MOT TOTAL T 1MR TOTAL
___-... ____ 3575. 48.00 a12 55.00. �6,6150_ 70.00. 3�.950.
_ _. ,
1 F+I - SeW L"L;;11 110 T. 7.00 9a0.D0 ].So I D50. --
- ---1 _ _io.o,o���too. 8yo. _ sDo �oo.00 is_oo � loa
600
3 FIL A, 11;.Coa A »T Ia5.01 331�D6 qo.n I, o4o. 18.0 486. A0. __8L0,.__ 60,00 I, 0.00 _ $0.00• �16a
4 FBI ca«e,+ cOnCTata r. 100.001 40D.00 1so.Dp 600, 100O 406 �4000! 150,00 60600 100.00 40Q
=6CW446 %tae4amr- 30U. 7.00 1101 5.50 165. I0.00;1-1� _ 30Q00 00. a40.Oa 10.00. 300,00
_- __- - -_ 15.00 a40.00; aO.DD. 310._ 30.00 48@.
- ----
7 �aaak, Qe,tara+rc„ E.� Isoo,00 14oD.00 �go.o�o 500 I `100 5000 Soo. Io0o,00 I,oOo. 3000Do 300000 ____
4 F4I Coacaii Blockia 14C.Y, iOD.OD --
9 fri 1�"G.V.i�IV�,11 3t.. �OOO.Oo�__ GOOO.OQ 18s000 S.SSQ -�,- ' �`�- 80,00. I,I�0,0 _IDO.DO 1400.
_ ;1004_?�f,A 1wbo 390 I700.OD LIDO. mg 7goo
I I Sery ce Can.a<t;ons 3 Ea 1 yy�roD 61S a.9oo.0o s 800.0o I SOO.oOY 3-000. 1300.OD 0600 fa0D,00� �,400,00 I��O_OQ
_ _
_ aoo.00 a,'1oo.00 175.Oo 5�5. 30.0b 100, X%,00 ISO.
la 3"PVc Tal,wtvC«�:� 'It14 800 1344,DOA SUD 84o0D BOD 13`01) �QQD 1680.Db 9.00. 1,5P00 __
- 0% _ -- -
I
Z91810.00 _ 3�,950.00 36,070.00 4),097.00
S.1% SalesTai 511 .00,, - a rr 114 .61 a,66a.95 9�1.61 _ 3,4D9.86 s,o7 17
Total 33511.00 3�,aa4.c1 3S,61$.95 35,991.67 45,506.86 67,7689 I
BID TABULATION SHEET
PRO J EC T a RAINICA AVENUE 12-INCH PIPELINE EXTENSION (W-664)
DAT E i MAY 10, 1983
..�i R 1♦ �T .�
ARCHER CONSTRUCTION, INC.
c
—LO211 Eas V lie Road
—Kent- WA
FRANK COLUCCIO CONSTRUCTION CO. ,
00 E Ire May South
Seattle WA 90118
MADEVCO (MADSEN DEVCLOPMENT Co.) A F
621 S. Star Lake Road
,A.,., t2
Auburn MA 98002
R NTON CONSTRUCTION CO., INC. el-if7
7,74
01 Rustic Road s.
Seattle VA 98178
R
ArA) fnAJ Gtt I yPOS� 'A
f iPr rt. /
CITY OF RENTON
Plan Iblders ll !
PROJECT: Rainter Ave. . Water ProJect No, 664 �T ---BID DUE: N4Y 10, 1983
RICE:_f25_'T $=6.00 (Postage) PEACE: tTN Floor Conference Ra. TIME 2:00 Pm
�-- PAID ISSUED RETURNED REFUNDED
U.U.L.. In. • _,_ j $n.00 1-26-07
12020 S.R. 32nd Street
Bellevue VA 98005
746-4777
. . . . . . . . . . . . . . . . . . . . . . . .
]. .Port('ic Water Works Supply Cn,. Inc. 25.00 4-26-8]
P.O.OOx3S15
5,,,.ttle WA 98124
1-0400
..__._..
• • •Ivy_Clit_let lanan0 - •
Sa"1.0D.
_)]70 East Vaitty Read+
_Nentnn WA. 9NOY.
226 6620 . ___.--.._..�.._.._...
5.-Rentc.�'Lpnatcycc'.�Sa�__ _ 1
?1.DQ_ �i43J
lQAQ1_2uaL1c.ILL-3
-Auuic. HA..1611fl
72--?-169i
. . . . . . . . . . . . . . . . . . . . . . .
6. Archer construction. Inc. $25.00 5-2-81
18211 E. Ye1IQy Rood -----
Kent NA SA031
'_—
. . . . . . . . . . . . . . . . . . . . . . . .
Clli Of RtN10N _
11�n NolAer}�Is�
► WECT: Reinter Ave. - Water Project No, 664 CIO DATE: N+Y 10, 1983
PRICE: flS.DO ♦ H,00 (PosGye) ►LACE:iTN Floor Conferen�V, TM: P:00 pm —
^'
PA10 isSUE0 RETURNED 'REFUNDED
7. Aftricen Contreotors Inc ,QQ S 9 83
$476
—P.O.Kant M "031
6NY-112,6 __� _r
8.. , 11ey Plen Center _ 5,00 5-1-93
181.9_S. Centrel IBi
Kcnt illl 98031
. . . . . . . . . . . . . . . . . . . . . .
}�..._..EIeDIc CC1Yfi19 C2uwSl1tF1LeD FB �__�__ 125.00 5AAL
_�_seattle..YA. 9e1:e...
12 _Msllaysy� 1±Cu __•___ _'. • '_ • 32I..00 3-9-83
. . . . . . . . . . . . . . .—.. . . .
. . . . . . . . . • . . • . • • . . . • • .
w'-66L
�Jouirnal o mmerce
Ir..l.ou.nla f�u1
It Cal k MBIA lT 4206 621-1'11 l6ATTLN, WASH 09104
art April 2!, 1!!9
Cttv of Renton
Office of Cit7 Clerk
Munieinal Pill ding
200 Mill Ave. Se,
Renton, Na. 98055
Notice of Did Call 2429-E
Fatend Pipeline
60 lines C@ 1.00 per line 60.00
60 lines Ca 9O0 per tine 14,00
Published April 22, 29, 1991
O LIIANTiR 116, LAWS OF 1%5
CITY OF RENTON CERTIFICATION
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1316 SURNETIa
ItEWON,WA NO11
Cry of Renton
50640
Thnro is a t q+r runt intefost pei month ctw"d On pat d"KCOunts.
Dale Desch hon gg �� � ce
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C: dJUws OF 19G5 -. -. -_
CITY OF RENTON CERTIFICA116
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Affidavit of Publication
STATK OF W'ASHINGTON l
COUNTY Or KING '
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1 lO+oY
AWARDED_,_ — Contract NO CAC,_
1 TO —_— , 1. t
1
1 BID PROPO .. O L
AND SPECIFIC.AT.ONS
1
1 WATER PROJECT NO, 664
1
1
t
RAINIER AVENU=
1 1211 PIPELINE EXTENSION
CITY OF RENTON
1 PUBLIC WORKS DEPARTMENT
MUNICDAI COMING, 300 Mlll AYl S.
111114104. WAS" WOSS • UMI133-E631
all1
' CITY OF RENTON
BID PROPOSAL AND SPECIFICATIONS
RAINIER AVENUE PIPELINE
W-664
' INDEX
' La Le
Title Page
Index' Scope of York ili
Vicinity Map tii
Call for Bids' iv Instructions to Bidders v
Summary of Fair Practices/City of Renton 1
•Certification by Proposed Contractor/Sub-contractor/Supplier/qef, EEO 2
1 •Nlnority and Women's Business Enterprise Participation 2A
"Certification of EEC 3
"Certification of Bidder's Affirmative Action Plan 4
•Non-Collusion Affidavit 6
' *Certification Re. Assignment of Antitrust claims to Purchaser 7
*Minimum Wage Form B
*Bid Bond Form
*Proposal g
*Schedule of Prices 10
Bond to the City of Renton 11
Contract Agreement 14
' •EEO Compliance Report Sample Form And Instructions 15A
15
Environmental Regulation Listing
Special Provisions 22
' Technical provisions 25
Standard Drawings (If Applicablel 42
Project Plans (Attached)
Documents marked • above must ' e 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.
1 City of Renton
Public Works Department
' Renton, Washington :8055
1
1
1 CITY OF REN[ON
WATER PROJECT NO. 664
SCOPE OF WORK
THE WORK INVOLVED UNDER THE TERMS OF THIS CONTRACT SHALL BE THE COMPLETE
INSTALLATION, STERILIZATION, AND TESTING OF THE WATER MAIN EXTENSION ACROSS
RAINIER AVENUE AND RENTON MUNICIPAL AIRPORT WEST PERIMETER ROAD AT RW SIXTH
STREET. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, EXCAVATION,
' RACKFILL AND COMPACTION, INSTALLATION OF THE TWO EACH, 12-INCH DIAMETER
WATER MAINS, FITTINGS, VALVE ASSEMBLIES, FIRE HYDRANTS, BLOW-OFFS,
CONNdCTION TO THE EXISTING SYSTEM, COMPLETE RESTORATION OF ALL IMPROVED AND
UNIMPROVED AREAS, AND THE INSTALLATION OF APPROXIMATELY I68 LINEAL FEET OF
-INCH PVC CONDUIT AND ASSOCIATED PULL BOXES FOR THE FUTURE INSTALLATION
(BY OTHERS) OF TELEMETRY CABLE.
1
\ LAKE
i
1 � o
N
m
1 J RENTON AIRPORT
I P Lp OCCATION
i
K
1
BRONSON WAV
FILE VALLEY RIWAs
1 CEDAR
RIVER
s PARK
1 h $ CEDAR RIVEk
i
1
� uACI
rsA�,
1
1
1 VICINITY MAP
w 664
1
(Non-FHWA Only)
CITY OF RENTON CAII FOR BIDS
Rainier Avenue 12" Pipeline Extension - W-664
Sealed bids wbe received until 2:00 P.m.,
CItY Clerk'soffice and will be
Room• Renton N opened and M ur icipal Building. 200 Mill pu011c1y read in the th FI at the
The be Pe,fAve. South. oo�Conference
under this tract meI within 60 working
1 this act smell Inc — g days from the ci We, but not be limited date of
to: COm'nencemen[
A• FURNISHING AND INSTALLING APPROXIMATELY 485 L.F. OF
DUCTILE IRON PIPE AND APPURTENANCES. 12-INCH
B. FURNISHING AND INSTALLING APPROXIMATELY 168 L.F. OF
' 3-;NCH pyC
TELEMETRY CONDUIT AND APPURTENANCES.
The
Fit, reserves
Oil i the right
nforms lities• to reject any and/or all
bids and to waive any and/or
Approved plans and specifications and form f
at the Public Works DePartment office
deposit f $� each at the Renton aMt documents may be obtained
0
deposit will set plus $ to cover Municipal Building for e
di ion with(^be re unded upon return o the PI postage. if thirty days after a^s and S mailed. The
refunded. bid opening. The ling
charge
will
in good Con-
it charge will not be
A certified check 01 bid bond in the amount of fl
' amount of each bid must accompany each bid.
ue
Percent (5j) Of the total
The City', Fair Practices and Mon-Discrimination Policies shall apply.
City Clark
Published;
Record Chronicle: April 22. 1983
April 29, 1983
Daily Journal of
Commerce:
' April 2 , 1983
April 29, 1983
INSTRUCTIONS TO PIDDERS
I. Sealed bids for this propcsal will be received by the City of Renton at the
office of the Renton City Clerk, Renton City Nall, until 2:00 o'clock p.m.,
on the date specified In the Call for Bids.
1 At this time the bids will be publicly opened and read, after which the
bids will be considered and the award made as early as practicable.
No proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the forms attached hereto.
' 2. The work to be done is shown on the plan Quantities are understood to
be only approximate. Final payment will be based on field measurement of
actual quantities and at the unit price bid. The City reserves the right
to add Or to eliminate portions of that work as deemed necessary.
3. Plans may be examined and cooies 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 bid will govern.
Illegible figures will invalidate the bid.
6. The right is res.rved to reject any and/or all bids and to waive infcrm-
alitles 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$ or the total amount of the bid shall accompany each bid proposal. Checks
will be returned to unsuccessful bidders immediately follcxing the decision
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
to do so, the check shall be forfeited to the City of Rent, as liquidated
damage for such failure.
8. All bids must be self-explanatory. No opportunity will be offered for oral
oxpla^ation except as the City may request further Information on particular
points.
1 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
EAllNlt "A"
CITY OF RENTON
SUMMARY OF FAIR PRACTICES POLICY
' ADOPTED BY RESOLUTION NO. 2340
rho policy of the City of Renton is to promote and afford equal
' treatment and service to ail eitimeno and to assure equal employ-
ment opportunity to all persons regardless of race; *reed; color;
•thnioito, national origin; set; the presence of a non-Job-related
physical, esnsory, or mental handicap; age; or marital status.
' This policy thaIl be based on the prineiplee of equal employment
opportunity and affirmative action guidelines$ at eat forth in
fodoral, state and local laws. All departments of the City of
Renton shall adhere to the fo:lawing guidelines:
!il EMPLOYMENT PRACTICE$ - AZI activities relating to employ-
mont sue as ro crest tmomt, selection, promotion, termination
and training •hail be conducted in a non-disoriminatory
' manner. Personnel decisions will be based on individual
porformando, staffing requirements, and in accordance
with governing Civil Service Laws and the agreement
between the City of Renton and the Washington State
Council of County and City Employees.
(E) COOPERATION WITH RUMAN RIOR'S ORCAAIZATSON - Tho Cti ty cr
Renton u cooperate y wt ¢ orpantesti one and
1 commissions organised to promote fair practices and aqua:
opportunity in employment.
(J/ AFFIRMATIVE AC,'IOA PROCRAM - The City of Renton Affirmative
Action PPOOr4m u o matntainsd to faci Iitatt egwitable
roprseertation within the City workforce and to sumps
equal (mployment opportunity to all. It shall be the
retponoibiiity and duty of all City officials and *mplcyess
to carry out the policies, guidelines and corrective
moatures at set forth by this program. Corrective
employment programs may be established by the Mayor on
the recommendation of an Affirmative Action Committee for
those departmento in which a protected clan of employees
is undtr-roprosented.
(U CON7RACTONS' OBL76A710M - Contractors, subcontractors and
owppzioro don uottnQ business with the City of Renton
*hall affirm and subscribe to the Fair Practices and Mon.
Discrimination poli*too set forth by law and in the
Affirmative Action Program.
' Copies of this policy *hall be distributed to all City employees,
*h011 sppoor in all operational documentation of the City, including
Did calls, and shall be prominently dioplayed in appropriate City
' facilities.
CONCURRED IN by the City Council of the City of Renton. Washington,
this Ind day of June Zito.
CITY OF RENTCON: RER70M CITY COUNCIL:
�Omyl6Ast s} JyafIQOLk. '�.Kwams.� %.AC-ffr-ws
' Mayor a Counoi: President
Atcoor:
Issued: July 10, 1972
Revised: February 9, 1976
.�. /,f�,L, Revised: Junt I, 19R0
girt */�— `
CERTIFICATION t'.yKP_pOFRSED tVNT MCTO . HUHCONTMCTOP AND SUPPLIER REGAADING EOUAL pPLOyNENT OPFONT;,TIT'
•amf OS It1NTT2attOi •
INSTRUCTIONS rp S1Ae
This certification to required pursuant to Federal Executive Order 11266. The 1mplemenilnq rules and
andr*qulati
provide that any bidder In of prospeetiw contractor, or any Of their proposed subcontractors
particpated Suppliers,in hall state ea an anitlSl part o! the Dad or nagotiatlons of the contract whether it he,
prsviall contrset or subwntr art •uDJNt to the equal opportunity cl..N; and, of
So, Whether St hse filed all ednpllance reports due under applicable Instruction•.
Cit
The cy,y, 16 heretofore adopted RN elution 2340 under date of dune 2, 1fs0, emending a 'Fair PractiCityces
Renton bitty, a Imp lerNnteC by an •Affi rmat7vm Action Program• therein wnding the policy, of the race ce
Opport to promote and afford equal treatMrt and service to all Cititene and to esaute equal uplcyoof
en.
oOPOTtunaty Deed on aCallty and fitness to all persons regardless of rare; creed. Colors ethnuaty,
seetuna) origin; Nx: tM presence of A non-Job-related Physical, sensory or mental hAndtesp; are or
marital Status. This Policy shall likewise
s and
AndCOn uctinopolice businessT With ,t City of Renton rno3I, turny to shallfttrAftirm endry banDecuDerto said upiaeertes
and policies. The stOrraw to^t-' Orovisions Shall not a Contracts Suppliers or raw am teraai. or (acme or organ ApplyO to cone acts acts or Subcontract@ for
rSStandard
tontraeta Of leas than i10,000 buo Lnoss P.r annum With the City. or
Men the COntrartgi/SuDOOntractor/Supplier (hereinafter referred to as LM Contractor) is required
the City of penton to Submit or. Affirmative Action Plan, the minSmum acthe Cone precept Aqe of mint:itq
Smploysles will be that percentage M1eh U currently 3Lted in •Appendix 2• (Cary o! Renton Opals and
TiMtableU In the Published City of Renton Affirmative Action ►ro0rem, l.e. 9,1\. that P[og ran 1a
Available !or levier at the Municipal Sualdanq,
'Phe undeteagned contractor therefore covenants, stipulates and Sgrsas that during the Performance of
this contract he will not d1¢rim1n6te against am' person in hiring, promOting. OiecMtginq. egeoen-
theSatinq(1 of any other qnn of condition of employment, by reason of Such person'; Statua, reference
eM fll) categories lasted in para. 2 ;bow.
Contractor further agrees that he rill take all,tme tave And continuous action to insure full conpl Unc,
With such policy and program in all red
CMPIY with SAY Of the tares of Said provisions
it haang Itt'ictly understood and AgrNd that failure to
contract, Prov talons shall be and constitute a material breach of this
rContractor Shall. upon nguest and;or as Soon 40 Possible thereafter, furnish unto the Cie)' Any and all
information and reports requi»d Dy the City to determine Whether full COmnllance has been made Dy the
contractor With SA ad Policy and program end contractor r111 permit Access to his books, records and
accounts by the City for the purpose of anvestaNtion to ascertain alien t ompliante.
Contrite,: further atknoWledges that he Ms received a true and complete copy of the City., •Fair
piaetteee Polley.'
cat on um r CE RT:FICATIOh H1': CONTRACTOR
ratant
Op _L or SUSCONTMCTOp _
JJ or SUPPLIED
' NAME: e&A A!__ Pas�l�
ADDRESS, �E�!
NEPRESENTATIVESt
TITLE: u%!e
PHONE: 2.&, 11i1•1, contractor!SuDeontrattor/Suppliai has participated
to the Equal Opportunity Clauses in • ptwloue contract or subcontract subject
_
Yes No
2' CgmYesanee reports were required to be filed in connection with Such contract or subcontract:
). Contractor/r/SUDcontra sJSuppl aer
anatruetS: •,yes No has filed all eompli,,C, reports due under applicable
' 6. If Answer to item 1 32 'No', Please explain in detail on reverse aide of thIs certification,
CEIaTIFICATICN: The thfOrM Lion above is true and complete to the best Of my knowledge and belief.
' ��K a An at e p V• P
newer—(p��i type Or pr nt
gn77�tTitu Ste" e �
i viered by Cily Authority;
hv, 1/31'
"
Date,
Re". A/83
PUBLIC WORK OR IMPROvEMENI
PARTICIPATION CERTIFICATION: REF. ACV 35.22.650
CONTRA IS U(CEEDING 510,000 (OR 515y000 FOR WATERMAIN CONSTRUCTION)
tMINORITY BUSINESS ENTERPRISES (MBE)
and
' WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE)
(BUSINESSES OWNED AND OPERATED BY WOMEN)
' Contractor agrees that he shall actively solicit the employment of minority group
membate. Contractor further agrees that he shall actively solicit bids for the
subcontracting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of minorit.
employment and solicitation. Contractor further agrees to consider the grant of
subcontractors to said minority bidders on the basis of substantially equal
Proposals in the light most favorable to said minority businesses. The contractor
shall be required to submit evidence of compliance with this section as part of tie
bid. As used In this section, the term "minority business" means a business at
least fifty-one percent of which is arced by minority group members. Minority
' group members include, but are not limited to blacks, women, native Americans,
Orientals, Eskimos, Aleuts and Spanish Americana. The City will consider sworn
affidavits presented by subcontractors in advance of contract award as one means �(
establishing minority status in accordance 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 the
resulting contract. A bidder's failure to submit this certification or submission
Of a false certification shall render his bid nonresponsive.
MINORITTYY BUSINESS ENTERPRISE CERTIFICATION
Ir--Sr .1<l�JA9 :rm Certifies that:
Name of Eldder� `--
(a) it (does not) intend to sublet a portion of the contract we !
(Amm) (has not) taken affirmative action to seek out and consider m—writy
business enterprises as potential subcontractors.
(b) the contacts made with potential minority business enterprise subcontractors
and the results thereof are listed below. Indicate whether MBE or WMBE and
identify minority group. (If necessary, use additional sheet.)
10E Min. Gr. ;,MF
t I ❑ ❑
(Name of Firm, Sid Item, Results of Contacts)
' 2 — ❑ ,_` ❑
3. ❑ ❑
4.
S. _` ❑ __ ❑
ao./Ma. ,� has been designated as
the liaison o leer oror thratfon of the minority business enterprise
Program for this firm.
1
CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT
Certification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Equal Opportunity Clause Reports. and the filing of Required
The bidder -k, proposed subcontractor
has not , participated in a previous contracterr subcontract by certifies haubject t he ato
equal oppoit unity clause, as required by Executive Orders 109:5, lllla or
11:46, and that he has has not filed with the Joint Reporting
Committee the Director of the Office u—rTederal Contract Compliance, a Federal
' Government contracting or administering agency, or the former President
Committee on Equal Employ 's
Employment Opportunity, all reports due under the applicable
filing requirements.
y ,
1 �
gy �4c't-:L , 1
r ('1 ti
"It - &V V -ge..tr
15 gel
Date: _S -16, 2
Note: The above certification is required Dp the Equal Employment Opportunity
Regulations of the Secretary of Labor (41 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 /1 CFR 60-I.S. (Generally only contracts or subcontracts of
SIO,o00 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.- (b) (1) prevents
the award of contracts and subcontracts unless such contractor submits a
' report covering the deliquent period or such other period specified by the
Federal Highways Administrition or by the Director. Office of Federal Contract
Compliance, U.S. Department of Labor.
CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN
glider is to indicate by check-mark which of the following statements peTtav11 to this
bid package, and is to sign the certification for that specific statement.
' a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
"Average Annual employment level is less than eight permanent employees,
and the total contract Amount with the City during the current year is
less than $10,000."
Company Date
it Fe
■■ X '� It is hereby certified that an approved Affirmative Action Plan is on
5{ file with the City of Renton, and that said Plan specifies goals and
timetables which are valid for the current calendar year.
ompamy Date
Aft
OR c) It is hereby certified that an Affirmative Action Plan is supplied with
this lid 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 utilisation of minorities and females by job classification,
2) Goals And Timetables of Minority and Female Utilisation, and
1 3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilisation,
Company at5 i�—
Bl:
Title
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (S) working days of receipt of
notification of low-bidder status. Said plan will be subject to review
and approval by the City as a prerequisite to the contract award, and
it will include:
1) Present utilization of Minorities and Females by Job Classification,
2) Goals and Timetables of Minority and Female Utilisation, and
3) Specific Affirmative Action steps directed At increasing Minority
And Female Utilisation.
Company. — Data
gt':
Title
Rec. 9'd 'S
NON-COLLUSION AFFIDAVIT
STATE OF WASHINGTON
COUNTY OF
1
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 to the interest or on
behalf of any person not therein named, and further, that the
t deponent has not directly induced or solicited any other Bidder on
the foregoing work or equipment to put in a sham bid, or any other
person or corporation to refrain from bidding, and that deponent has
not in any manner sought by collusion to secure to himself or to any
other person any advantage over other Bidder or Bidders.
SIGN HERE,:
tSubscribed and sworn before me this _(AL_ day of
' I g_jZ _.
NOWY Pubs c n an or the5t.+`e o:
12211 119PLA94. residing at
►������ therein.
t
CERTIFICATION RE: ASSIGNMENT OF
ANTITRUST CLAIMS TO PURCHASER
TO THE CITY OF RENTON
RENTON, WASHINGTON:
Vendor and purchaser recognize that in actual economic practice
' overcharges resulting from antitrust violations are in fact
usually borne by the purchaser. Therefore, vendor hereby assigns
to purchaser any and all claims for such overcharges as to goods
and materials purchased in connection with this order or contract,
except as to overcharges resulting from antitrust violations
commencing 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 suppliers and
subcontractors shall assign any and all such claims to purchaser,
subject to the aforementioned exception.
ame oo roject
��� leaV t ice. ei'ra
aN me a>`�dder�� r�
t �
Ali'" ' !
gnature o u or xe Oeoresentat va�oTTTaTer�
ate
t
' MINIMUM WAGE AFFIDAVIT FORM
' :ity of Renton
' COUNTY OF Ill. si
' 1, the undersigned, having been duly sworn, deposed, say and certify
that in connection with the Performance of the work of this project,
I will Pay each classification of laborer, workman, or mechanic
' employed in the performance of such work; not less than V, prevailing
rate of wage or not less then the minimwr rate of wages as specified
' in the Principal contract; that 1 have read the above and foregoing
statement and certificate, know the contents thereof and the
Substance as set forth therein is true to my knowledge and belief.
' ,. CONTRACTOR
Subscribed and sworn to before me on this day of
I gt].
ota�i ry Pu c n Ono nor Lne State
' of Washington
Residing at
t
1
BID BOND FORM
' Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bAd in the amount of S/6 a*.&S which amount is not less than five
' percent of the total bid.
Sign Mere '[" z
BiD BOND
' Know All Men By These Presents:
That we, _ _i as Principal,
' and _ as Surety, are
held and firmly bound unto the City of Renton, as Obligee, in the penal sum of
' Dollars, for the payment
of which the Principal and the Surety bind themselves, their heirs, executors,
administrators, successors and assigns, ,jointly and severally, by these presents.
' The condition of this obligation is such that if the Obligee shall make any
t award to the Principal for —_
according to the terms 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
taccordance 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
' Obligee; or if the Principal shall, incase of failure to do so, pay and forfeit
to the Ooligee the penal amount of the deposit specified in the call for bids,
' then this obligation 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 damages, the amount of this bond.
SIGNED, SEALED AND DATED THIS _ DAY OF 19
9j a4
p
' r nc al
i�—surety
tReceived return of deposit in the sum of S
810 BOND FORM
e
Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of $ _ which amount is not less than five
Percent of the total bid.
Sign Here
BID BOND
Know All Men By Thr. Presents:
That we, KOHL FyCAVAT NG NC.
and SAFECO INSURANCE COMPANY OF MERiC as Print•, . .
held and firmly bound unto the City of p n as Surety, are
■ Y e ton, as Obligee, in the penal sum of
7■ 'FIVE PERCENT (51) OF THE TOTAL AMOUNT BID.*,* Dollars, for the a
Of which the Principal and the Surety bind themselves, their heirs, executors,it administrators, successors and assigns. Jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any
award to the Principal for V.�N�• it PIPELINE_ E%TEHSION _
RAINIER
according to the terms of the proposa' or bio 1?de by the Principal therefor,
and the Principal shall dcty nwxe and enter into a contract with the Obligee in
accordance with the .erms of said )ruposal or bid and award and shall give bond
' for the faithful performance !hereof, with Surety or Sureties approved by the
I Obligee; or if the Principal stall, incase of failure to do so, pay and forfeit
to the Obligee the penal amount of the deposit specified in the call for bids,
then this obligatior shay be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay ,nd forfeit to the
Obligee, as Penalty and liquidated damages, the amount of this bond.
SIGNFD, SEALED AND DATEII THIS _ 0 DAY OF May
14 83
Ky EKCAVA NG, INC.
SAFECO SURANCE 'COMPANY fAMERICA
tY
a C o , tto y- n- act
19
Received return of deposit in the s of =
,
POWER OF SAFECO WASWILANCE COMPANY OF AMERICA
ATTORNEY HOME OFFICE SAFECO Vp
pp''�����eevaeeyy SEATTLE WASHINGTON Sa1RS
SAMCV
4681
KNOW ALL by THESE PRESENTS
That SAFECO INSURANCE COMPANY OF AMERICA. a WashA,ston corporation don hereby appoint
---------------------RALL1 e. YcCOY, Seattle. Washington-----------------
' its live and loviflul ano,neVISI in fact,with futl authority t0 asscute on behalf at the company bdeldy and Surety Bonds or
undenAAthgs and other documents of a almost character*susd by the company in the Course of its business.and 10 bmd
SAFECO INSURANCE COMPANY OF AMERICA thereby as loov so d such,natrumolns nou been duly poculW VY ds
t egpl Ply elect"oR¢ers at ns homa office
IN WITWSS WHEREOF,SAFECO INSURANCE COMPANY OF AMERICA has etaculed and snouted In", pIft nis
Ihn 16th J day of dune . tg 80
CERTIFICATE
Earact from the By Laws of SAFECO INSURANCE COMPANY OF AMERICA:
`An¢la V.Sochon 13 —FIDELITY AND SURETY BONDS the Ptn\dent any Vice Proudent the Secretary.and env
Assistant Vice President appointed for that purpose by the officer m charge of surety operat ons shall each have suthonty
l0 appoint individuals as anorneys-A,fact or under other appropriate Idles with Atil V to execute On behalf Of the
company b ionty and surety bonds and other documents Of similar char Af ler issued by the company m the coupe 01'is
business On soymltrumen,mokmga,ov,donc,ngsuchnppomtmenl.the sipnarwy may be Nhsed t"lacsimile On any
instrument COnfernng such authority of On any bond or undaflakmg of the company.the Seal Or a facsimile theist, may be
impre55ad O, attired Or in any Other manna, reproduced,provided, however. that the Seal FtHP not be necessary to the
validity of any suth instrument Or ur( "Oklmg
Extract from F Re"Whon M the Board 01 Directors Ot
SAFECO INSURANCE COMPANY OF AMERICA adopted J,ih 28. 1870
' 0. any cendicate a.muted by the Secretary a, an enntant Secretary of the Company telling out
1t) The provos ons of Amcle V. Section 13 of the By uws, and
Inl A copy of the ptfwa,.o1-sno,mv appointment eracuted putsusol instate and
put Cenefymg the,sad power of a,tMnsy appointment is in full torte and•Necf
the Signature of the candying Office, may be by fAcsimlle end the seal Of the Company may be a fa05im0e ihersol
I W D Hammerse Secretary of SAFECO INSURANCE COMPANY OF AMERICA.do Mraby candy that the 00ragoing
eotacis of the By Laws and 01 a ReaoWtwn o1 the Board Of Deeclpre of this corporation.end of a Power of Attorney*sued
pursuMt tharet0.41e true and correct.and that both the Rr Laws,Ins Resouhon and the Power of AnWAty are still in lull
force And effect
IN WITNESS WHEREOF. I have helwmo sot my hand and aR.aad the facsimile war of said corlfOrahOn
this ].0 __.._.__. day of
S\1(W trait C.. evil ft 4F•
PROPOSAL
1
TO THE CITY OF RENTON
' RENTON, WASHINGTON
Gentlemen:
The undersigned hereby certifPA_ t J*— has examined the site of the
proposed work and ha, 5 read and thoroughly understand& the plans,
' specifications and contract governing the work embraced in this improvement,
' and the method by which payment will be made for said work, and hereby propose
to undertake and complete the work embraced in this improvement, or as much
1 thereof as can be completed with the money available, in accordance with the
said plans, specifications and contract and the following schedule of rates
' and prices:
' (Note: Unit prices for all items, all
extensions, and total amount of
bid should be shown. Show unit
prices both in writing and in
figures.)
Signature
Ialarl�
Names of Members of Partnership: Address
OR
Name of President of Corporation
tName of Secretary of Corporation �uatir (�l. s
' Corporation Organized under the laws of
With Main Cffice in State of Washington at
WATER PROJECT NO. 66-
' 12-INCH PIPELINE EXTENSION
SCHEDULE OF PRICES
(NOTE: UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF BID
MUST BE SHOWN. SHOW UNIT PRICES 18 BOTH WORDS AND FIGURES AND WHERE
' CONFLICTS OCCUR, THE WRITTEN OR TYPED WORDS SHALL PREVAIL.1
NO. ITEM QUANTITY PRICE 'TOTAL
1. FURNISH AND INSTALL 12" CLASS 5Z 485 LF $jl.oa/LF $Jjp S•es
DUCTILE IRON MAIN (TYTON JOINT)
(SECTION 4,0)
PER LF RDS
2. FURNISH AND INSTALL SELFCT 140 TONS S�•r4/TON 510�,�
' BACRFILL (SECTION 5.0)
S
PER TON WORDS =
3. FURNISH AND INSTALL ASPHALTIC 27 TONS $ A�DOO, /TON S /QZO,pp
CONCRETE SURFACE RESTORATION
(SECTION 9.0)
S-Y Off,
PER SY WO S,
FURNISH AND INSTALL PORTLAND
CEMENT CONCRETE (SECTION 10.0) 4 CY
BPER CY� �Yr
t WORDS
' 5. REMOVE AND REPLACE CONCRETE CURB 30 LF Ff'.Sp .�Lf $KSGp
CUTTER (SECTION 9.0)
B PER TY �R '—R rat fs,D.ta..B,
' 6. REMOVE AND REPLACE CONCRETE 16 LF $aQft/LF $ 310.�
SIDEWALK (SECTION 9.0)
SPER LF ( PDT) ---
7. LANDSCAPE RESTORATION LS
1 (SECTION 4.0)
' B. FURNISH AND INSTALL CONCRETE 14 CY Sftaa/CY S'L2&,m
CLOCKING (SECTION 4.0)
1 $PpoR�ahrt
1 9. FURNISH AND INSTALL 12" GATE 3 EA $(LjjL_NEA S :SJo.e*
VALVE ASSEMBLY AND VAULT
(SECTION 6.0)
1 $ ...
Ew Rfl
1 10. FURNISH AND INSTALL 5-1/4" MVO 2 EA EA S. $.�B
FIRE HYDRANT ASSEMBLY
1 (SECTION 7.0)•
$ y.,
WOR
fgoA �.:.�
1 PA
ll. TRANSFER EXISTING SERVI,E 3 EA $lasF:A S2,142A.yo
1 CONNECTIONS TO NEW PIPELINE
EA ORD
1 12. FURNISH AND INSTALL I" PVC 168 LF Sr GY /LF S $yp,00
TELEMETRY CONDUIT COMPLETE
1 WITH PULL BOXES AND
APPURTENANCES
1 �__--
S
PE LF ORDS
1 SUBTOTAL S24f, .00
6.It SALES TAX S .2 4(.6 l
1 TOTAL S '1,2'26Y `t
1
' THE UNDERSIGNED BIDDER H:REBY AGREES TO START CONSTRUCTION WORK ON THIS
PROJECT IF AWARDED HIMWITHIN IU DAYS AND TO COMPLETE THE WORK WITHIN 60
1 CONSECUTIVE WORKING 0AT5 FRON DATE OF EXECUTION.
DATED THIS )CO" DAY OfIy-D
tSIGNED2.
' TITLE
ADDRESS Ad
�i.y�Ir e1
tTELELPHONE
CITY OF RENTON BUSINESS LICENSE
STATE CONTRACTORS LICENSE
tACKNOWLEDGEMENT OF RECEIPT OF ADDENDA!
' NO. DATE
N0. DATE
N0. DATE
N0. DATE
1
1
t
1 '
BOND TO THE CITY OF RENTON
1 KNOW ALL MEN BY THESE PRESENTS.
That we, the undersigned
i
as principal, and
and exists corporation organized
1 existing under the lawn of the S!a!e of as a surety
corporation, and qualified -nder the laws of the Slate of Washington to
become surety upon bonds of contractors with municipal corporations, as
1 surety are jointly and severally held and firmly bound to the City of
Renton in the penal sus of f for the payment of
which sum on demand we bind ourselves and our successors, heirs, adminia-
1 trators or personal representatives, as the case may be.
This obligation is entered into in pursuance of the statutes of the State
1 of Washington, the Ordinance of the City of Renton.
Dated at , Washington, this day of ,19
1 Nevertheless, the conditions of the above obligation are such that.
1 WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing
for
1 which contract is referred to herein and is made a part hereof as though
' attached hereto), and
WHEREAS, the said principal has accepted, or is about to accept, the said
contract,, and undertake to perform the work therein provided for in the
manner and within the time set forth;
NOW, THEREFORE, if the said
1 shall faithfully perform all of the provisions of said contract in the
manner and within the time therein set forth, or within such extensions of
time as may be granted under &aid contract, and shall pay all laborers,
1 mechanics, subcontractors and material, men, and all persons who shall
supply •aid principal or subcontractors with provisions and suppplies for
the carrying n of said work, and shall hold said City of Renton hovaless
1 from any loss or damage occasioned to any person or property by reason of
any carelessness or negligence on the part of said principal, or any sub-
contractor in the performance of said work, and shall indemnify and hold
1 the City of Renton harmless from any damage or expense by reason of failure
of performance an specified in said contract or from defects appearing or
developing In the material or workmanship provided or performed under said
1 contract within a period of one year after its acceptance thereof by the
City of Renton, then and in that event this obligation shall be void: but
otherwise it shall be avid remain in full force and effect.
1 APPROVED as to legalitN :
1 Approved:
® SAFECO INSURANCE COMPANY Of AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
FIRST NATIONAL INSURANCE COMPANY
���aaya OF AMERICA
YF�'t�PaR HOME OF FICE.SAPECO PLAZA
SEATTLE,WASNINOTON Mtaa
saw No. 1QB6802
PUBLIC WORKS CONTRACT BOND STATE OF WASHINGTON
i:SOh 411 111 fHFS!'PRFSf IT}, Tlul we, KOHL EXCAYAT140.111C.
33,30_Eut_YAlley Road, Raton.JiAstfinston-lam-
b,Prltwtpal.amf SAFECO INSL'IRANCE COMPANY OF AMERICA,a cwpovr,%u+n,mganlsrd and tslshly under area by I
strtue MOW lave of the Sral<of WMMryta+,and leplb'ds+tng lwslneM In th<Swe of W'ashmgrsut,as Surety,are held
end Intel, Nonni i and oAhgled onto THE Sap—DE {ERTON
buniria1JW1diM 200_MIA Avexput Snuth....Henioo.-Mashinptnn _98055
THIRTY-ONF THOUSAND, TWO HUNDRED TWENTY-FOUR AND
m the full and)vra mm of _ UIOQthl-c-r _. _-->•. .... ----r-r _---------- Dollars
1 lawful moray of the Uhlted States,for the payment M which sua,well and truly to the
made,we do hind ourselves,out and each M out hairs,emuton and adminssivions,succemsts and assono.hotntly and
severally,fund)t) these pmsem,-
-Do,bond Is arcuted in pursuance of Chapter 39.08,Revised Code of Washington.
THAT COA'69DOAS OF THIS OW.16A770Y ARESUrM,,That WHEREAS. the Pmtitpah emeted mtu a certain etintract
with THE CITY OF RENTON
dated the —day of `�,MCGtl .14.d.J
to' RAINIERAYE E If" PIPELINE EXTENSION
C
.VON'. TH1.R4Ffx*1' d dse Ptusapal JWI faithfully pettntm all the Ptovntuas of such cuntracl and pay all laborers,
mechanics and subcomurloss and mato talnum and all pvm,m who shall supply such person to persons,to suMomrn
fors,with pmvu.m.and tupplws lot the cans ing on of such wsuk,then this obligation is wad,othemw,to remain in null
force and effect
Provided.hs sersei that the svmlRnmt of the ohhptwat shall nor app0 In any money hsaned.1 adYnnced to the Plonipwl
to In xis wlKomraaor or other person m the pell'otmoct of any such work.
Swred and sealed this day of._.. _. IV—
wanes. KOHL XCAYATIN x INC,
Countersigned � SAFFCO INSU C A A�}�j U
HURLEY, ATKINS 6 STEWART, INC. ..
__. .
9> Alfonso),•fn•Fac
at nt, t a$iW;ft
M.J. Cotton
Re Mt FAiNTtG M usA.
MPOWER OF SAFECO INSURANCE CUMPA14V Of aaiERICA
ATTORNEY HOME OFFICE SAFECO"ZA
SEATTLE WASNINGION 9010b
t SAFECO
KNOW ALL SV THESE PRESENTS: No
Thal SAFECO INSURANCE COMPANY OF AMERICA. a Washington corporation was he.eby appoint
' -------—------------PAUu H. HCCOY. Seattle Washington___—___—_—
' ifs true And lawful shar"Vlsi-m tact.with full authority 10 O tecut%on behalf of IRA company fidelity And sun NV bonds or
undertakings and olhor document,Of a similar ChWW'dif issued by RN Company in IRA cause Of its business arq(d bind
SAFECO INSURANCE COMPANY OF AMERICA thereby at fully as d such mtVumenu had been duly pecmed by n,
regularly elected officers Ai dt home Office
' IN WITNESS 11INEREOF.SAFECO INSURANCE COMPANY OF AMERICA has amculed and Shosled Ine,l presents
thp_ E6th ______day of tune _ _ 19 8U_
CERTIFICATE
Extract from the ByLAws of SAFECO INSURANCE COMPANY OF AMERICA:
Article V. Section 13 — FIDELITY AND SURETY BONGS the President.any Vice fheaidem. the Staetant and any
Ageslam Vice President Appointed lot thel purpose by the officer in cherger of surely operations shall each have authority
10 appoint Individuals as attorney,in fact of under other appropnne title,With authority to execute on behalf of the
company frdNtly and surety bonds and other documents of similar character Issued by the company in the course of its
' business On any lnsUumenl meting of wlpenPnpsucnsppomlmentihe Npnelurea meyba alfiea0 by fa<ermrle Chatty
instrument conferring such authority Or on any bond or undattsktq Of the company IRA seal.Or a lAc Ftmde theraol maybe
impressed of effieed or in Any other manner reproduceo provided. however,that the sisal tball not be necessary to the
vabtlny of any such Instrument or uopla" kml;
Extract from a Resolution of IRA Boatel of Directors of
SAFECO INSURANCE COMPANY OF AMERICA adopted July 38. 1970
On Any CAgdtCale executed by the Secretary or an assistant acrwory of the Company selling out
fit The provisions of Article V, Section 13 of the BY taws. and
Ih) A COPY of IRA 00"Lid 81101n0y APPOMIMON aeeculad pultuanl thereto and
Old C010ving that said powal ch ncyney appointment 4 in lull force and effect
the atgnetma of the certifying officer may be by facsimile and the seal of the Company may be a facsimile thereof
1.W D Hommerse Secteury of SAFECO INSURANCE"MPANV OF AMERICA,do hereby carols that the husgpmg
exVects of the By Laws and of s Resolution of the Board of 011eclort of this Corporation and of a POWN of Atlofnty wowed
pursuant Inertia,Are true And correct.And that both the By Laws.the Resolution and the Power of Attorney Ara shil m full
force and efiwi
IN WITNESS WHEREOF, I have harsunto*Al my hand and afhsad the facumtlo se,l of said corporation
this day of _._.___.-..___ ___. . IS
4110o N•s e t Me.tPf N u N
' CERTIFICATE OF INSURANCE -
In affect On dW of inns cerLhCate arranged by
AGC Bv,khng 1200 W"4ke AN M 510e 603�gsania.WA PB10g/12081 tga 7177
MNweNwMrmYlMrmu.Nrr,NfDlegf wlOa N,e„nqr.MMl.b�IM InMN NYMpb•^fn»Nnnr[Yl .m rpwr.rynl,er pOwYOm•n Mr[OnnNr
xarM Miro'.N WD�ONe.N''n[.ON.e 6•rgiOn Y.li ndbMnY.uN,,,MpPN .MnNpYMMnVIM wlinx.{r^prpurNw.^r
.wa11Mf Yy Yrn. ..eM»wMr brC,.M.NNIN a IM yNIfr»Nn •wOrwlbrM urrul,Mnw'xr,pfNr«,N nypN.rc.NroM.pOr�YOn,
10004141 KUL E%i.AVATING, INC.
3330 Lst Valley Highway
11e1110", WA 98055
aYgk,lagffaeay eagf.a.-om,.raw YMYq,YN
w.raY.b.wM Northern insurance Company 04/11/84 .a YD SM 47010644
500,000 t«nrxcW,.nD., 500.000
«V.\IMIWY INW,M.-
wnnq,'m .. N,+rthern.uMMYY Insurance Com enp
.,.• `1nq e m nr u np•�-oparty �magRe/11184 Y 47010641
.nY».500,000• fwn N•,nn1 500'000*
lNaMr OwP f1NIV,,,wDI.Nf-pMl rMn Ygwyfy.
of London 04!11/84 BFPO 09788
_ row„
100,000 orDYrr.nD. 100.000
Mwn,G.NN lbfNr Iwrpw-11+IrNr► -�auu'Na»
Northern Insurance Company „ 04/11/84 DD, „,NAM 47010644
, See Above Y f«nikco.r,q.!
' ga.n.,m c.lrwrggn n
frwN M Mo
IrnD ..wn.q r^• t«n 4cMM
NN.\yMbylwrrlMN
inw... Integrity lnaurance Company erD., 04/11/84 eD ISX5003784
lM,ll .1. 5,000,000 fC•nppO YMNnn.r in
IpN.01 wov,p,rtnD,e prNrrr'ny nrnrf,
e VC nr. Ome�nlO Yry»nTil
�^wcw0lnu wnnrM,Dc.! IM•�mynN rOvo,rM Oam �—T���-�N N,eM�M.nOm NN.Jrw N lo'�M,
Rainier Avenue 12" Pipeline Extension,
r11e City of Rerron 1s added as an additional it ured, but only as respects their
interest in work performed by Rohl Excavating, Inc. on the above referenced project.
�nfM,gnr crcMDqunm or wa roar», 10 wrl nw�wgwM c,M.uq»n..�
N f•+!n rM Nn,Nw YN.Y Is fM ffinew.fiern MrYn
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tn»c,ndKM n nel.YMKr Ma NN ne•.xae Mr�Mu.MC.wmM. YMY^V ePniunw�n roy ryangm,ny..w eonglYN N
f4•ND Ot IM N.OM1w�nw•.n;N w D,,MD.NrMnI1MNK f,Np 1,tNf.nCMlr Mw•NO br in rrn.cerrvnNlf IM 1 —A,=M[1vbwMRlltl.Nrfilr[ge»wWNNaNbMr DMfgf rn 0•(grDNrgiOn of rM rqu•MONfny MM nq Nr ^DII'N.ww11NaMM1.N"N'ry1M
YINNieb MYMrw1111NMM
al. June 1, 1983
,e the City of Renton
Municipal Bldg., 200 Mill Ave S
NMN.Renton, WA 98055 /�'
'r..y� r�. 10AA.L
Ronald R. Martz
E ,
' fT3SZ7l[2�Lltilil[lii.{1L1012.►�.E.t�t.l![31�.11f 2�tt1♦E.S�tllf (L•
'f1A
$TAT& OF WASN990TON SEE
DEPARTMENT OF LABOR AND INDUSTRIES
M1 Is�R
T3 CERTIf1E3 TnAT THE oER3ON NAMEb HEREON r4 Af615TERED A3 iROYTDED ev SAW AS♦
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GWNUAL
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' Kohl EXCNVeting lee.
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StA'E �'� r11A5MiNG`Oh SECRE'Akt OF SIAIE
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1
KINllTES OF SPECIAL MEETING OF
BOARD OF DIRECT(RS OF
KOHL EXCAVATING INC.
A special meeting of the Directors of the above-captioned
corporation was held on the date and at the time and place
set forth in written Waiver of Notice signed by all of the
Directors, fixing the time and plate, and attached to the
minutes of this meeting
There were present the following Directors, Delores T. Kohl
and Ivan Christianson.
The meeting was called to order by Delores T. Kohl, President
of Kohl Excavating, Inc. The President stated that it was
the business of the meeting to authorize certain officers to
sign contracts oa behalf of the corporation,
Upon notione my mad was a
and
secondedand unanimously carried, the
following r
i corporation
that ooreIvanrChristisnson, Secretary-Treasurelores T Kohl, President of r
of the corporation, are hereby authorized to execute
contracts on behalf of the corporation.
There being no further business to come before the meeting,
the meeting was adjourned_
DATED: May 3, 1983 7 �
van r sc anaon
Secretary-Treasurer
1
1
j
i
1
WAIVER OF NOTICE OF SPECIAL MEETING OF ,
BOARD OF DIRECTORS
' OF
KOHL EKCAVATING, INC.
' The undersigned, being. all of the Directors of Kohl Excavating,
Inc. hereby waive notice of and consent that the holding of a
speci al mcctinf, of the Board of Directors of the corporation
' at 100 South Second Street , Renton, Washington on May 3, 1983,
at 10:00 A.M.
Dated: May 3, 1983
' Delores T. Kohl
' van r �stianso2��
1
1 l
CONTRACTS OTHER THAN FEOERAI-AID Ft Of
WA
' --
THIS AGREEMENT, made and entered into this -"tfj day of {, LA/
' by and between THE CITY OF R ig5
ENTON, Washington, a munirip}I corporation of
the State of Washington, hereinafter referred to as "CITY" and
KOHL EXCAVATING, INC.
hereinafter referred to as 'CONTRACTOR."
WITNESSETH:
1) The Contractor shall within the time stipulated, (to-wit: within 60
' working days from date of commencement hereof as required by the Contract,
of which this agreement is a component part) perform all the work and
services required to be performed, and provide and furnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
transportation services necessary to perform the Contract, and shall
complete the construction and installation work in A workmanlike manner,
in connection with the City's project (identified as No. 6-66.1
' for improvement by construction and installation of:
Rainier Avenue
12" pipeline Extension
' All the foregoirg shall be timely performed, furnished, constructed,
Installed and completed in strict conformity with the plans and spec-
, if ications, including any and all addenda issued by the City and all
' other documents hereinafter enumerated, and in full compliance with all
Applicable codes, ordinances and regulations of the City of Renton and
any other governmental authority having jurisdiction thereover. It is
further agreed and stipulated that all of said labor, materials,
Appliances, machines, tools, equipment and services shall be furnished
zof ;
' Contracts Other Than Federal•Aid FMWA
' and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as
being in such conformity with the plans, specifications and all require-
ments of or arising under the Contract.
1 2) The aforesaid Contract, entered into by the accertir.ce of the Contractor's
bid and signing of this agreement, consists of the following documents,
all of which are component parts of said Contract and as fully a part
' thereof as if herein set out in full, and if not attached, as if
hereto attached.
a) This Agreement
b) Instruction to Bidders
c) Bid Proposal
d) Specifications
1 e) Maps 6 Plans
f) Bid
g) Advertisement for Bids
h) Special Provisions, if any
' i) Technical Specifications, if any
3. If the Contractor refuses or fails to prosecute the work or any part
' thereof, with such diligence as will insure its completion within the
time specified in this Contract, or any extension in writing thereof,
or faits to complete said work with such time, or if the Contractor
shall be adjudged a bankrupt, or if he should make a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on
' account of the Contractor's insolvency, or if he or any of his
Ree. .%el
Contracts Other Than Ftdiral-Aid FM'wA 3 of 7
' subcontractors should violet* any of the provisions of this Contract,
' tht City may then Serve written notice upon him and his surety of its
intention to ttmilate 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 tnertof be made, this Contract, shall, upon the
expiration of said ten (101 day period, cease and terminate in every
respect. In the event of any 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_Jlb) days after
the serving upon it Of Such notice of termination dots nOt �lrf0i'm 'ne
Contract or Eoea not Com7ne0ceprfOrlMnce tht"eof 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 t0 completinr
' 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,
0) The foregoing provisions art in addition to and not in limitation of
any other rights or remedies available to the City.
1
Contracts Other Than Federal-kid FMWA a of 7
1 5) Contractor agrees and covenants to hold and save the City, Its officers,
' agents, representatives and employees harmless and t0 promptly indemnify
same from and against any and all claims, actions, damages, liability
' of every type and nature including all Costs and legal expenses incurred
by reason of any work arising under or in connectior with the Contract
to be performed hereunder, including loss of life, p, rsonal injury
and/or damage to property arising from or out of any occurrence,
omission or activity upon, On or about the premises worked 6,on or in
' any way relating to this Contract. This hold harmless and indemnification
provision shall likewise apply for or On account of any patented or un-
' patented invention, process, article or appliance manufactured for use
1 in the performance cf the Contract, including its use by the City, unless
otherwise specirically provided for in this Contract.
In the event the City shall, without fault on its part, be made a party
' to any litigation. commenced by or against Contractor, then Contractor
shall proceed and hold the City harmless and he shall pay all costs,
expenses and reasonable attorney's fees incurred or paid by the City
' in connection with such litigation. Furthermore, Contractor agrees to
PAY all cost;, expenses and reasonable attorney's fees that may be
' incurred or paid by City in the enforcement of any of the covenants,
Provisions and agreements hereunder.
6) Any notice from one party to the other party under the Contract ,hail
be 1n writing and shall be dated and signed by the party giving such
notice or by its duly authorized representative of such party. Any such
Contracts Other Than Federal-Aid FHNA 5of 7
notice as heretofore specified shall be given by personal delivery
' thereof or by depositing same in the United States mail, postage prepaid,
certified or registered mail.
7) The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, and shall complete the
full performance of the Contract not later than 60 working days
from the date of commencement. For each and every working day of delay
after the established day of completion, it is hereby stipulated and
agreed that the damages to the City occasioned by said delay will be
the sum of in accordance with APHA Standard Specifications
as liquidated damages (and not as a penalty) for each such day, which '
' shall be paid by the Contractor to the City.
' 8) 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 warrant`• or responsibility for faulty materials or workmanship.
The Contractor shall be under the duty to remedy any defects in the
work and pay for any damage to Other work resulting therefrom which
shall appear within the perioO of one (11 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
reasonable promptness after discovery thereof, and Contractor shall be
1
Coitrac is Other Than Federal-Aid FHNA 6of 7
obligated to take immediate steps to correct and remedy any such defect,
fault or breach at the sole cost and expense of Contractor.
9) The Contractor and each subcontractor, if any, shall submit to the
City such schedules of quantities and costs, progress schedules, pay-
rolls, reports, estimates, records and miscellaneous data pertaining
to the Cnntract as may be requested by the City from time to time.
1
1 10) The Contractor shall furnish a surety bond or bonds as security for the
faithtul performance of the Contract, including the payment of all
persons and firms performing labor on the construction project under
' this Contract or furnishing materials in connection with this Contract;
said bond to be in the full amount of the Contract price as specified
' in Paragraph 11, The surety or sureties on such bond or bonds must be
' duly licensed as a surety in the State of Washington.
11) The total amount of this Contract is the sun of Thirty Two Thousand
' Two Hundred Twenty Four Dollars and 61/100 ( $32,224.61)
which includes Washington
State Sales Tax. Payments will be made to Contractor as specified in the
"Special Provisions" of this Contract.
tRev. 4187
' Contracts Other Than Federal-Aid FHWA 7 of 7
' IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City Clerk and the Contractor has hereunto set
thi, hand and seal the day and year first above-written.
' CONTRACTOR CITY OF RENTON
resi Ae ert'ner7 ne� i"Pay0 r11. anYJOL�
1-. ATT ST
/Secretary ' I jqeou7pel (..,' city Clork
' 'Fl m�l7Fe
Individual_ Partnership nn
' Corporation �A "' Corporation
Late o ncorporation
Attention:
If business is a CORPORATION, name of the corporation should be listen in
' full and both President and Secretary must sign the contract, OR if one
signature is permitted by corporation by-laws, a crpy of the by-laws shall
be furnished to the city and made a part of the contract document.
tIf business is a PARTNERSHIP, full name of each partner should be listed
followed by d/b/a (doing business as) and firm or trade name; any one partner
' 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.
t
NUTTRANSFEHADLE
STA7'F. OF "WASHINGTON IMPARTMENT OF RFN'ENUE
NAVLNG CU4t►11EU b,.+ 4r .,"� l .ep.Lv10"' , Mt 1t u\ /lli ♦., KftwH
' 4A.uLD ML11.0\ 1♦ utnD��.�L 1_ ." V\v\ r'4. '.' -1 L.141L M *."I'...D'.
\.►.N�lIN \{\LRILAfgR HW\q
' C6 L .:91 247
I:D::L . .... :.t: .
t 3331 C VALLFY RLI
RE40" %A 16'03 177
DISPLAY CONSPICUOUSLY AT 'LOUR PLACE OF BUSINESS
' . KOHL EKCAVtAiI NG INC.
FEDERAL I.D. Number
1
1
1
1 CONTRACTOR/SUBCONTRACTOR Q
MONTHLY MANPOWER UTILIZATION REPO RT REPORTING PERIOD
1 �t3 •�f Month: Year:
be submitted to the Cl ty'a Project Goals and Timetables as committed
:.ngineer during the let week of foli wig ��, L'1' In Contractor's Affi native-,nth while contract is in prognae, prime ` I Action Plan
1 co t
ntractor is resp
onsible for obtaining and
mi tin all Subco•cractor Re;nrts. or per City's Plan 9.1 t
.0: (NrM and 101rt1p0 -: :Q%PllNU Ad.t, Drpt.) From: (Waft sad lo<rrlOn of contrutorl
1
1 ih ont restt.. s is lt repott is require y Executive Order 112d6, Section 203. failure to report can
resuanctions which include suspension, termination, cancellations or debarment of
1 .. z. t. +. f
mino- Total .otal
wort Hours of tmplorment (Su foetmte) ritY number ivab.,
1 . Tie.—It . o o f mof of
tie' Nie- Ater. Allan/ total ttelLrarlt LmDb
Y•
Company's Name -,red* tlon' Total Rlack panicndtan Mefflt ?t- fmpleY' eea
round a:r w4: eea
1AD
Tr
Ap
1 Tr
1 T
1 Tr
C
A
1 _
1 A
T•
AnAD
Tr
1AD
Tr
Ao
1 Tr
. Cccpary Cffloia l'' lanai ure an a Da it Sid nrd p,
r ephoM huber
1 (Include area Code)
ev. 11/77 (*Males i Feaeles. --Minorities A Non-minorities)
'i80 (Submittal Requirements i city** Goals/Tamatablea) Page — Of _
INSIRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPOA CITY OF RENION) ,
The Employment Utilisation Report is to be completed by each subject contractor '(both prime and subcontractors) and signed by a responsible official of the
company. The reports are to be filed on the day required, each month, during
the term of the contract, and thev shall include the total work-hours worked on
the project for each uplovee level in each designated trade for the entire reporting 'period. The prime contractor shall submit a report for its work force and shall
collect and rubmlt reports for each subcontractor's work force to the Compliance
Agency that is funding their construction project. ,
Reporting Period . . . . . . , , , , . Self-explanatory
Compliance Agencv . . . , . . . . . . City of Renton (administering department)
Contractor . . . . . . . . . . . . . . Any contractor who has A 'qualifying
construction contract with the City of
Renton.
I. Company's Name . . . , , , , , , . Any contractor or subcontractor who has a ,
qualifying contract.
2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable '
EEO bid conditions.
3. Work-hours of Employment . . . . . The total number of hours worked by all
employees in each classification; the total t
number of hours worked by each *minority
group in each classification and the total
work-hours for all women. '
Classification . . . . The level of accomplishment or status cf
the worker in the trade. (V • Craftuorker -
Qualified, Ap - Apprentice, Tr • Trainee).
6. Percent of minority work-
hours of total work-hours . . . . The percentage of total minority work-hours '
worked of all work-hours worked. (The sum
Of columns b, c, d and a divided by column A.)
S. Total Number of Minority ,
Employees . . . . . . . . . . . . Number of minority employees working in
contractor's aggregate work fora. during '
reporting period.
6. Total Number of Employees . . . . Number of all emplovees working in contractor's
WE
Aggregate work force during reporting period.
a Minority is defined as including Blacks, Hispanic*, American Indiana and Asian ,
and pacific Islanders - both men and women.
1
' REQQUIREMENTS FOR TI1E FOL PREVENTION OF ENVIRONMENTAL
TUTIDA�iR6pg]SFkVATTb\ 1fESOlTifCES
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 resolutions:
Kin Count • Ordinance No. 1S27 requires Building and Land
eve opment 'vision an3 Try raulics Division review of grading
and filling permits and unclassified use permits in flood
hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into pro act design stand-
ards to be incorporated into project desi
. Revvew by gn by Enginee. ing
Services Hydraulics Division.
' Kin Count ' Ordinance No. 800 No. 900 No. 1006 and Re_solutton
o• °' °• o. an o. conta ned
�n icing ounty o e tt es an are prov s ons 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,
t Pu eg t Sound Air Pollution Control A encv Re ulation I : A regu-
T-ation to contro t e em ss'on o a' contain netts 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, R.C.W. 70.94.
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 to the State information concerning these emissions from
his operations, and to make such information available to the
Public. See Puget Sc,and Pollution Control Agency Regulation I.
' R.C.W. 90,48. Enacted to maintain the highest possible standards
to ensure t e purity of all water of the State consistent with
public health and public enjoyment thereof, the propagation and
' protecting of wildlife, birds, g%me, fish, and other aquatic
life, and the industrial developm':,t of the State, and to that
end require the use of all known available and reasonable methods
t 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 SS•000/day for each violation.
Establishes uniform statewide program for handling
solid—wastes which will prevent land, air and water pollution.
Makes it unlawful to dump or deposit solid wastes onto or under
' the surface 0f the ground or into the waters of this State except
at a solid waste disposal site for which there is a valid permit.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES '
R.C.W. 76.04.170: Provides for abatement of additional fire haz- '
ar ■n s upon which there is forest debris) and extreme fire
hazard (areas of additional fire hazard near building, roads,
campgrounds, and school grounds) . The owner and/or person respons- '
ible is fully liable in the event ■ fire starts or spreads on
property on which an extreme fire hazard exists.
R.C.W. 76,04.010: Defines terms relating to the suppression or '
abatement of forest fires or forest fire conditions.
R.C.W. 70.94.660: Provides for issuance of burning permits for ,
auaiitig or prevention of forest fire hazards, instruction or
silvicultural operations.
R.C.W. 76.04.310: Stipulates that everyone clearing land or ,
c car ng r g t-of-way shall pile and burn or dispose of by other
satisfactory means, all forest debris cut thereon, as rapidly as
the clearing or cutting progresses, or at such other times as the t
department may specify, and in compliance with the law requiring
burning permits.
R.C.1Y. 78.44 : Laws governing surface mining (including sand, ,
iraveT-stone, and earth from borrow pits) which provide for fees
and permits, plan or operation, reclamation plan, bonding, and
inspection of operations. '
W.A.C. 332-18: Delineates all requirements for surface mined
7ancT reclamation. '
W.A.C. 332-24: Codifies requirements of R.C.W. 76.04 pertaining
toTin c caring and burning. ,
U. S. ARMY CORPS OF ENGINEERS
Section 1 of the River and Harbor Act of June 13, 1902: Author-
izes ,
`— Secretary oT-Army an orps f E•ngf-neeis to issue permits to
any persons or corporation des4 , ing to improve any navigable
river at their own expense and risk upon approval of the plans and '
specifications.
Section 404 of the Federal Water Pollution Control Act PL92-SOD
tTioTties tTie e5 cretary oT-ih'e Trmy, acting
tTirough the Eorp6 of Engineers, to issue permits for the discharge
of dredged or fill material into the navigable waters at specified
disposal sites. Permits may be denied if it is determined that such 1
discharge will have adverse effects on municipal water supplies,
shell fish beds and fishery areas and wildlife or recreational areas.
MISCELLANEOUS FEDERAL LEGISLATION ,
Section 13 of the River and Harbor Act improved March 3, 1899: ,
Provides at sc arge o refuse wTfFout a permit Tnto navigable
waters is prohibited. Violation is punishable by fine. Any citi-
zen may file a complaint with the U. S. Attorney and share a por-
tion of the fine. ,
-2-
PERMITS RE UIRED FOR THE PROJECT ARE ggWs:
KING COUNTY BUILDING AND
----.—____ LAND DEVELOPMENT DIVISION
Kin Count • Resolution No. 2S789 requires An unclassified use
permit or ing, quarry n a at
activities such as asphalt Plants,
borrow
' refuse disporal sites and plants, rock crushers) and
associ-
quent to these activities.p provides for land reclamation as�bse-
of Public Norks or vitiescopy is available at the Department
Building and Land Development Division.
' Shoreline Mona ement Act 1971 requires a permit for construction
o�Stat`e s ore nes, acquired by Fublic for
and reviewed
by Building and Land Development Division.
Ain Count Ordinance No. 1488 requires permit for grading,
1 s. grave pits, ump ng, quarrying and minin
except on County right•of-waOperations
on land
ment Division. Y. Review by Building oandaLand sDevelop-
WASHIN STATE DEPARTMENT OF FISHERIES AND GAAfE
Cha ter 111 Laws of 1909- Requires h draulics
pro ects, rng�ount y permit on
Y�Separtment of Public Works will certain
' WASHINGTON STATE DEPARTMENT OF obtain.)
ECOLOGY
W.A.C. 173.120;
ystem Requires a National Pollutant Discharge Elimination
) permit before discharge of
source into the navigable waters Of the Statelof ts from point
of N4� ington•
N.A.C. Permit to discharge commercial or industrial waste
waters into late surface
whi.Pitchperations, or any ration ground
uwhich water (suchas gravel washing
contains turbidity.) in a dischargehin
W.A.C. 508-12-100
'— Requires permit to use surface water.
N••q•C• $08.12-790: Requires that changes to permits for water use
' e rev ewe y`tTie Department of Ecology whenever it
to change the We
of use, the place of use, the
withdrawal and/or the diversion of water is desired
point of
W.A.C. 50--- 8 12-220; Requires
SOB- 60 Permit to use ground water,
Ovate Ta$,;' Requires permit to construct reservoir for
M'.A.C-- 2.280: Requires permit to construct storage dam.
W.A.C. 508-60; Requires permit to construct in State flood
' con ro tone, King County public ratio
works secures
Contractor secures one for his open false work design, etc. ) .
one for design.
-3-
PERMITS REQUIRED FOR THE PROJECT - Continued '
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES '
R.C.W. 76.04 .150; Requires burning permit for all fires except
or sma out oor fires for recreational purposes or yard debris ,
disposal. Also the Department of Natural Resources reserves the
right to restrict burning under the provisions of R.C.W. 76.04.150,
76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to ,
prevent restriction of visibility and excessive air pollution.
R.C.W. 76.08.030: Cutting permit required before cutting merchant
a� a ttmer. '
R.C.W. 76.08.275: Operating permit required before operating
Power equ pment in dead or down timber. ,
A.C.W. 78.44.080: Requires permit for any surface mining opera
-
tion nc u ng sand, gravel , stone, and earth from borrow pits) .
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of March S 1899: Requires t
permit or construct on (other— t' 7 rt ges, see . S. Coast
Guard administered permits) on navigable waters (King County
Department of Public Works will obtain) . t
FIRE PROTECTION DISTRICT
R.C.W. 52.28.010 I
52.28.020, 52.28.030, 52.28.040 52.28.050:
to secure a fire permit for building an open fire w ,
P-reVi es aut or ty or, requirements o , an pane ties or a fire ailure
with
protection district. ,
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3 1899 General Bridge '
ct o arc an enera r e ct o as amended _
u ust 3Sb� 7Fe4utres a permit or construct on oT�— 6rTdge on
naviga a waters (King County Department of Public Works will ,
obtain) . King County Department of Public Works will comply with
pertinent sections of the following laws while securing the afore-
mentioned permit: Section 4(f) of Department of Transportation ,
Act, National Environmental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY ,
Section 9.02 d 2 tii) of R�egu�lation 1: Request for verifica-
t ono Popu at on ens ty. (oniracfoc—should be sure his opera- ,
tions are in compliance with Regulation I , particularly Section
9.02 (outdoor fires) , Section 9.01 (particulate matter- -dust) ,
and Section 9.15 (preventing particulate matter from becoming '
airborne) .
-4- 1
1
PERMITS REQUIRED FOR THE PROJECT - Continued
ENVIRONMENTAL PROTECTION AGENCY
' Tit1e .40, Chapter Ic, Part 61: Requires that the Environmental
Protection g� ency �e nottffe3 5 days prior to the demolition of
any structure containing asbestos material (excluding 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 he available at construction site.
1
' -5-
SPECIAL PROVISIONS
INDEX
APWA STANDARD SPECIFICATION REVISIONS
SPECIAL PROVISIONS
SECTION PAGE
SECTION I
' STANDARD SPECIFICATIONS SP I
HEADINGS SP I
SPECIAL PROVISIONS STRUCTURE SP 1
ACT OF GOO SP 2
SHOP DRAWINGS SP 2
OR EQUAL SP 2
APPROVAL SP 2
' SECTION 2
PUBLIC OPENINGS OF BIDS SP 2
iSECTION 3
CONSIDERATION OF BIDS SP 3
i SECTION 4
PROCEDURE AND PROTEST BY THE CONTRACTOR SP 3
USE OF MATERIALS FOUND ON THE PROJECT SP 4
i WASTE SITES SP 4
HOURS OF WORK SP 5
CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 5
i SECTION 5
SUBMITTALS SP 5
CONSTRUCTION STAKING SP 5
i FINAL ACCEPTANCE 14) 7
METHOD OF SERVICE OF NOTICE SP 7
ERRORS AND OMISSIONS SP 7
iSECTION 7
SANITATION SP 7
i LOAD LIMITS SP 7
WAGES SP 8
RECORDS AND REPORTS SP 9
CONTRACTOR'S RESPONSIBILITY FOR WORK SP 10
i RESPONSIBILITY FOR DAMAGE SP 11
PROTECTION AND RESTORATION OF PROPERTY SP it
RESTORATION OF STRUCTURES AND SURFACES SP It
i UTILITIES AND SIMILIAR FACILITIES SP 13
PUBLIC LIABILITY AND PROPERTY DAMAGE SP 13
GENERAL SAFETY REQUIREMENTS SP 13
1
i
FLAGMEN, BARRICADES, AND SIGNS SP :4 ,
SECTION 6 ,
PROGRESS SCHEDULE SP 14
TIME OF COMPLETION SP 16
LIQUIDATED DAMAGES SP 16
OVERTIME WORK BY OWNER EMPLOYEES SP 16 ,
CONTRACTOR'S PLANT AND EQUIPMENT SP 16
ATTENTION TO WORK SP 16
SECTION 9 '
MEASUREMENT OF QUANTITIES SP 17
OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP i7
SECTION 10
PERMITS AND LICENSES SP 18
1
1
1
APWA STANDARD SPECIFICATIONS
CITY oil RENTON
SPECIAL PROVISIONS
STANDARD SPBCIFICATIONS
THE STANDARD SPECIFICATIONS 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
"STANDARL SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF
THE STATE Of WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF
RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS
' AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR
SUPERSEDED BY THE SPECIAL 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 TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO
MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED
REPRESENTATIVE.
1 NOTE: THE SPECIAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO
OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT
HEREWITH.
READINGS
HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AND SUBARTICLES ARE INSERTED
FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION
OF THE CONTRACT DOCUMENTS.
SPECIAL PROVISIONS STRUCTURE
THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, DIVISION
I OF THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT
SECTIONS", THE SPECIFICATIONS HEREIN ARE TO REPLACE THE STANDARD
' SPECIFICATIONS NOTED. WHERE SECTIONS ARF MARKED, "ADDITIONAL SECTION', THE
SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS
NOTED.
Revised e/63
SECTION I ,
1-1.50 ACT OF GOD (REPLACEMENT SECTION)
"ACT OF GOD" MEANS AN EARTHOUAKE, FLOOL, CYCLONE, OR OTHER CATACLYSMIC
PHENOMENO:. OF NATURE A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL
PHENOMENON FOR
Y MIGHT REASONABLY HAVE BEEN ANTICIPATED PFROM I Y E HISTORICAL ,S RECORD OFO
RK
WHICH THF. 'GENERAL LOCALITY OF THE WOrR, SHALL NOT BE CONSTRUED AS AN ACT OF GOD.
1_1,51 SHOP DRAWINGS (REPLACEMENT SECTION) ,
THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE 'DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METHODS OF INSTALLATION, OR OTHER
CONSTRUCTION PREPARED PY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER
AND SUBMITTED FOR THE APPROVAL OF THE OWNER. '
1-1.52 OR EQUAL (REPLACEMENT SECTION) ,
WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR SHE OWNER ON
RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND
SUITABILITY OF THE PROPOSED SUPSTITUTION. ,
1=1,5T APPROVAL (REPLACEMENT SECTION) t
THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN
PROPERLY ON THE BEHALF OF THE OWNER, ,
SECTION 2: BID PROCEDURES AND CJNDITIONS
2-1.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) ,
SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON, WASHINGTON. BY FILIN
WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON. WASHINGTON, AS PER CALL ,
FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD.
Revised 4/83 '
1
tSECTION 3
t3-1.01 CONSIDERATION OF BIOS (ADDITIONAL SECTION)
AWARDING OF CONTRACT WILL BE BASED ON TOTAL SLIM OF ALL SCHEDULES OF PRICES.
NO PARTIAL BIDS WILL BE ACCEPTED.
SECTION 4
4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION)
ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS
SUPERINTENDENT OR FOREMAN AS TO THE MEANING AND INTENT OF ANY PART OF THE
PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMED1AIELY
BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS
REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED.
' FAILURE OR THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO
DISCOVER AND CONDEMN OR REJECT, IMPROPER, DEFECTIVE OR INFERIOR WORK OR
MATEPIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE nF ANY SUCH WORK OR
MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH '1,Ff SAME MAY HAVE BEEN
USED.
t 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 WORK EMBRACED IN THESE
IMPROVEMENTS, HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF
THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS.
IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH
' INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY
CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT OF THE DAMAGE OR
DAMAGES. TIME 15 OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE
' EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE
CONTRACTOR WILL EACH APPDINT AN ARBITRATOR AND THE TWO SHALL SELECT A
THIRD WITHIN 30 DAYS THEREAFTER.
THE FINDINGS AND DECISION OF THE BOARD OF AO..TRATORS SHALL BE FINAL AND
BINDING ON THE PARTIES, UNLESS TriE AGGRIEVE, PARTY, WITHIN 10 DAYS,
CHALLENGES THE FINDINGS AND DECISIe`: 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:
' I. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED;
2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF;
Revtnd 4l83
3. IS ARBITRARY AND/OR IS NUT BASED UPON THE APPLICABLE FACTS AND ,
THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION.
THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN '
WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDOCED AT ANY
SUCH HEARING.
THE ARBITRATION SMALL. BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF TRY. '
STATE OF WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE.
THE COSTS OF SUCH ARB:TRA?ION SHALL BE BORNE EQUALLY �Y THE CITY AND THE ,
CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S
FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE
FOUNDATION. IN THE LATTFR CASE, ALL COSTS SHALL BE BORNE BY THE '
CONTRACTOR. '
THE VENUE OF ANY SUIT SHALL BE IN KING CJUNTY, WASHINGTON, AND IF THE '
CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE
AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER
THIS CONTRACT.
4-1.10 USE OF MATERIALS FOUND ON THE PROJECT (REPLACEMENT SE^,TION) '
ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE ,
DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CA-EFL'LLY
SALVAGED 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 WASTE SITES (ADDITIONAL SECTION) '
ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SMALL BE HAULED,
DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR.
THE CONTRACTOR SHALL RAVE TH4 RESPONSIBILITY OF OBTAINING HIS OWN WASTE '
SITE. ALL WORK INCLUDED IN THIS SECTION SHALL BE CONSIDERED TO BE
INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE, '
THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE
CONTRACTOR IN A MANNER AS DESCRIBED BELOW:
Revised 4/83 '
THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND
RELATED EQUIPMENT AS DEEMED NECESSARY BY THE CITY PUBLIC WORKS DIRECTOR TO
ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG TIE ROUTE,OF THE ROUTE IS MANDATORY. PROMPT RESTORATION
4-1.13 HOURS OF WORK (REPLACEMENT SECTION)
THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITFD TO WEEKDAYS DURING THE
A.M.PERIOD FROM 8:00 E HOURS MlY BE "RANGED AT
DISCRETION OF THE ENGINEER WHEN IT SIN THE INTEREST OF THE PUBLIC OR THEE
' CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE,
' 4-1_14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS
THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND
SPECIFICATIONS. At LEAST i COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING
ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION IN
GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER.
ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISHED
BY THE OWNER AT NET COST OF REPRODUCTION.
' SECTION_
' 5-1.03 SUBMITTALS (REPLACEMENT SECTIONI
THE CONTRACTOR SHALL FURNISH ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE
' DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S
INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AND
EQUIPMENT TO BE FURNISHED AND THE METHODS OF WORK COMPLY WITH THE
PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE
INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE.
CONTRACTOR SHALL, BY A STATEMENT IN WRITING ACCOMPANYING THE INFORMATION,
ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASON THEREFORE.
5-1.05 CONSTRUCTION N STAKING (REPLACEME N'T SECTION)
' THE ENGINEER SHALL HAVE THE RIGHT TO MAKE. REASONABLE CHANCES AS THEY ARE SHOWN ON THE DRAWING IN SHE GRADES
:. GRADES WILL BE ESTABLISHED IN THE FORM
OF OFFSET STAKES AT DISTANCES NOT GREATEN THAN 50 FEET, SET IN ADVANCE OF
' THE WORK. WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALL RAVE IN HIS
EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION
GUIDE FROM THE 'INE AND GRADE STAKES GIVEN BY THE ENGINEER.
' SUCH EMPLOYEES SHALL HAVE. THE DUTY AND RESPONSIBILITY OF PLACING AND
MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET W17H AN
ENGINEER'S LEVEL SHALL BE USED FOR ALL LIKES SET ON A GRADE OF 0.50 PERCENT
Revised 4'83
OR LESS, AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE
LAYING OPERATIONS. IF. THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STARES '
SHALL BE DESTROYED AND REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE
CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING
REQUIRED FOR SUCH REPLACEMENT.
THE LASFA METHOD OF ESTABLISHING GRADE NAY BE USED PROVIDING:
1. FEOUEST FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED
FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE.
2. GRAIW5 ARE CHECKED AT LEAST ONCE EVERY SO FEt.T AND AT LEAST 3 TIMES ,
DAILY BY CONVENTIONAL METHODS.
3. PROPER ANCHORING OF PIPE IS PERT OKMED IN LOCATIONS WHERE A BOA IS
BEING USED FOR EXCAVATION. ,
THE CONTRACTOR SHALL AI9tANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE
SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK
DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES.
THE FOLLOWING STAKES WILL BE SET BY THE CITY ONE TIME ONLY FOR EACH STAGE I
AND I1; Cj
A. SLOPE STAKES
B. SUBGRADE BLUE TOPS '
C. CURB AND GUTTER ELEVATIONS ,
D. ELEVATIONS FOR PAVING MACHINE.
E. STAKES FOR RETAINING WALLS
F. STAKES FOR SUBSTRUCTURE
G. STAKES FOR SUPERSTRUCTURE
TH1 CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAIL-D DIMENSIONS ,
AND TRANSFERRING ELEVATIONS OR MEASIREMENTS MEASOREU FROM ST" "TAKES AND
MARKS.
DELAYS BY REIS'ON OF LACK OF STAKES OR A REQUEST TIME FOR SURVEY LESS TUN ,
3 DA.S ARE 7EENF.D A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR
CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME.
ALL COSTS FOR THE tiTKACTUR'S SURVEYING SHALL BE CONSIDEKED INCIDENTAL TO '
OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE.
Revised 4/83
5.1.12 FINAL ACCEPTANCE (REPLACEMENT SECTION)
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF Ti-4 COMPLETION OF
' THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSINAL 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 T':Z
WORK SHALL BE MADE 70 THE OWNER.
5_1.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION)
1 WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN
PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF
' THE CORPORATION OR OWNER OR TO AN EXECUTIVE OFFICIAL IF THE OWNER IS A
GOVERNMENTAL BODY, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE.
BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS,
' 5-1.17 ERRORS AND OMISSIONS (REPLACEMENT SECTION)
'.' "HE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS
' OR OMISSIONS IN THE CONTRACT DOCUMENTS ON 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 AUTHORIZF�), WILL BE 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)
ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL
' STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF
WASHINGTON (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.
Revised 4/83
ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW '
ENFORCEMENT AGENT.
THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL
HAUL VEHICLES USED ON THIS PROJECT, LISTING THE VEHICLE NUMBER, LICENSE
NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS.
7-1.09 WAGES (REPLACEMENT SECTION) '
THE PREVAILING KATE OF WAGES TO BE PAID TO ALL WORKMEN, LABORERS, OR a MECHANICS EMPLOYED IN THE PERFORMANCE OF ANY PART OF THIS CONTRACT SHALL BE
ACCORDANCEIN RULES AND REGULATIONS EOF RTHE$DEPARTMENT OFE LABORI AND INDUSTRIES AND THE
SCHEDULE OF PREVAILING WAGE RATES FOR THE LOCALITY OR LOCALILFS WHERE THIS ,
CONTRACT WILL BE PERFORMED AS DETERMINED BY THE INDUSTRIAL STAT"ZICIAN OF
THE DEPARTMENT OF LABOR AN INDUSTRIES, ARE BY REFERENCE MADE A PART OF '
THIS CONTRACT AS THOUGH FULLY SET FORTH HEREIN.
INASMUCH AS THE CONTRACTOR WILL BE HELD RESPONSIBI.F FOR PAY' ,NT OF THE ,
PREVAILING WAGES, IT IS IMPERATIVE THAT ALL CONTRACTORS FAMILIARIZE
THEMSELVES WITH THE CURRENT WAGE RATES BEFORE SUBMITTING BIDS BASED ON
THESE SPECIFICATIONS.
FOR EACH CONTRACT IN EXCESS OF $10,000 A CONTRACTOR REQUIRED TU PAY THE
PREVAILING RATE OF WAGES SHALL POST THE FOLLOWING IN A LOCATION READILY
VISIBLE TO WORKERS ON THE JOB SITE: ,
(!) A COPY OF A STATEMENT OF BY THE INTENT TO PAY PREVAILING WAGES, APPROVED
INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND
INDUSTRIES UNDER RCW 39.12.040; AN
;2) THE ADDRESS AN TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF
THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY ,
CONCERNING PREVAILING WAGES MAY BE MADE.
IN CASE ANY DISPUTE ARISES p, '0 WHAT ARE THE PREVAILING RATES OF WALES FOR '
WORK OF A SIMILAR NATURE AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES
IN INTEREST, INCLUDING LABOR AN MANAGEMENT REPRESENTATIVES, THE MATTER
SHALL BE REFERRED FOR ARBITRATION TO THE DIRECTOR OF LABOR AND INIA STRIES
OF THE BINDING SON TALLAND HIS PARTIES DECISIONS INVOLVED INREIN THE DISPUTE BE FINAL,
IPROVIDEDC FORM
BY RCW ,
39.12.060, AS AMENDED.
EACH CONTRACTOR AND EACH AND EVERY SUBCONTRACTOR SHALL FILE A SWORN ,
STATEMENT OF INTENT (SF 9882) WITH THE OWl'ER AN WITH THE DEPARTMENT OF
LABOR INDUSTRESBENEFITS,D FOR EACHI JOB ACLASSIFICATION TO BE UTILIZED.S TO E PREVAILING WAGE THEI WAGE RATESR
RTHUS
FILED WILL BE CHECKED ACeINST THE PREVAILING WAGE RATES AS DETERMINED BY
THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF '.ABOR AND INDUSTRIES. IF
THE WAGE RATES ARE CORRECT, THP INDUSTRIAL STATISTICIAN WILL ISSUE AN '
ACKNOWLEDGEMENT OF APPROVAL TO THE CONTRACTOR AN/OR cUBCONTRACTOR WITH A
Revised 4/83 ,
COPY TO THE AWARDING AGENCY (OWNER). IF ANY itiCORRECT WAGE RATES ARE
' INCLUDED, THE CONTRACTOR AND/OR SUBCONTRACTOR WILL BE NOTIFIED OF THE
CORRECT RATES BY THE INDUSTRIAL STATISTICIAN AND APPROVAL WILL BE WITHHELD
UNTIL A CORRECT STATEMENT IS RECEIVED.
RECEIPT BY THE OWNER Of THE SF 9882 FORM FOR CONTRACTOR AND ALL
SUBCONTRACTORS, DULY APPROVED BY THE DEPARTMENT OF LABOR AND INDUSTRIES,
WILL BE A PREREQUISITE TO THE PAYMENT BY THE OWNER OF ANY SUMS DEE THE
CONTRACTOR.
NOTE:
FOP. A CONTRACT IN EXCF- S OF SIO,000 THE STATEMENT OF INTENT TO
PAY PREVAILING WAGFS SHALL INCLUDE:
1. THE CONTRACTOR'S REGISTRATION CERTIFICATE NUMBER: AND
2. THE PREVAILING RATE OF WAGE FOR EACH CLASSIFICATION OF WORKERS
ENTITLED TO PREVAILING WAGES UNDER RCW 39.12.020) AND
3. THE NUMBER OF WORKERS IN EACH CLASSIFICATION.
EACH VOUCHER CLAIM SUBMITTED BY A CONTRACTOR FOR PAYMENT ON A PROJECT
ESTIMATE SHALL STATE THAT PREVAILING WAGES HAVE REEK PAID IN ACCORDANCE.
WITH THE PRE-FILED STATEMENT OF STATEMENTS OF INTENT ON FILE WITH THE
DEPARTMENT OF LABOR AND INDUSTRIES AS APPROVED BY THE INDUSTRIAL
STATISTICIAN.
' AFFIDAVITS OF WAGES PAID (SF 9843) ARE. TO HE FILED WITH THE STATE
TREASURER, OR THE TRE[¢L'RER OF THE COUNTY OR MUNICIPAL CORPORATION OR OTHER
OFFICER OR PERSON CHARGED WITH THE CUSTODY AND DISRVRSENENT OF THE STATE OR
CORPORATE FD'OS AS THE CASE MAY BE AND 2 COPIES OF EACH AFFIDAVIT ARE TO BE
FILED WITH THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES,
ATTENTION: INDUSTRIAL RELATIONS DIVISION, 1601 SECOND AVENUE, SEATTLE.
WHENEVER PRACTICABLE, AFFIDAVITS PERTAINING TO A PARTICULAR CONTRACT SHOULD
BE SUBMITTED AS A PACKAGE.
FILING OF ALL APPLICABLE SF 9843 FORMS WITH THE OWNER (AFTER DEPARTMENT OF
LABOR AND INDUSTRIES CERTIFICATION) WILL BE A PRERE01,11SITF. TO THE PELEASE
OF RETAINAGE FUNDS TO THE CONTRACTOR.
7-I.I1 RECORDS AND REPORTS (REPLACEMENT SECTION)
THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING
DOCUMENT BEFORE PROGRESS AND/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE
APPROVED BY THE PUBLIC WORKS DIRECTOR:
1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257
' 2. EACH JULY - STATE HIGHWAY FORM PR-1391
Revised 41P3
THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE ,
PRECONSTRUCTION MEETING.
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 ,
OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE
FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, STATING AS TO WHETHER RE,
HIS FIRM, ASSOCIATION, CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN
ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY ,
CLAUSE AND IF SO, WHETHER OR MOT 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.
IF A CONTRACTOR TO WHOM AN AWARD 15 ABOUT TO BE MADE, EXCEPT FOR LACK OF AN '
EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE, REFUSES OR FAILS TO
PROMPTLY EXECUTE AND FURNISH THE REQUIRED CERTI►ICATE WITHIN 10 DAYS AFTER
NOTICE BY THE DIRECTOR OF PUBLIC WORKS THAT SAME 15 LACKING FROM HIS '
PROPOSAL, THE PROPOSAL GUARANTEE, IN FORM OF BOND, CHECK, OR CASH WHICH
ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY.
WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT '
AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY
REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968, HE SHALL '
OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT
TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT
OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR,
FOR THIS PURPOSE, CERTIFICAT:ON FORMS MAY BI OBTAINED FROM THE PROJECT ,
ENGINEER ASSIGNED TO THIS PROJECT.
7-1.12 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) '
THE W^RK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE ,
CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER
CAUSE, E;CE''eT THAT CAUSED SOLELY SYTHE ACT OF THE OWNER WHICH MAY OCCUR ON
OR TO THE WORK DURING THE FULFILLMENT OF THE C04TRACT. IF AVY SUCH LOSS OR t
DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR
DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO,
THE OWNER MAY ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON MAIM GCJD '
ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OM SO DOING SHALL BE
CHARGED TO THE CON:RACTOR.
THE CONTRACTOR ALONE SMALL 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 ,
?URSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE: DAMAGED THEREBY.
Revised o/BI
1
1
NO PORTIONS OF
AFFECTED LAT THE
ORAC K
CONDITIONS RZXI UN LE 4HOSE SATISFACTOpy
t ENGINEER. Uh2ESS CONDITIONS SHALL QUALITY OR
THE CONTRACTOR tHA1LPEf,lAL RE EFFICIENCY 4 MEANS OR CONSTRUCTED ILL AF.RE ABLE y0 0 PRECA LTIONS ACCE WHILE mTTNSE
CA RESPONS2B IL p _g11MCE (ADDRCQyE THEM. PT'LCLF
Or LENTOR SHALL RE � IvNAL SE-_
' RRATIONLOF ITS AND RE
FOR
TRUCKS THE PROJECT-ANY BHREF7 WHICH IS T2LIZEp GRv
POWER SWEEP THE DUST Ah1� U
THE ENGINEER, SWEEPERS AND OTMfR`p�OTOIt SHALIECEL Rg PREPARED HIS EQUIP14EINTfUR �F DUST AND ML'D CONTROL
AV070 CBEATING A NUISANOF CE,EODIPMEA7ASDFEMED USE WATER INC
CNPEN MLL NECESSARY My
O SAT20A NTROC S
WILL RE MA RE CONSIDERED AS CkyP1a1NTS FOR THIS INCIDENTAL TD
PRIVATEOWNERSHIPON DUST
SECTION, THE PR
' MUD, OR C0.17 Y PROJECT. AND
' I1, CSRLICTIMC WILL
RE E'IR DNSMITTED PRACTI AND/OR
SAFE
ITEM WILL
CITY, LL BE CALLED FOR 4R ITTENNOTICERACTORP AND RT DAMAGE 70
SHr�I�LD REPETITIVE OF CORRECTION PROMPT
ACTION
7'1.IA CON CORRECTION RE RFCEIVCOM LAIN?
��--. P._ROTECTION' ED AND
THE OWNER
TME
ROJECT, WILL ORTAZN RESTOpATION
P OF PROPERTY (REFLACEMENT
'
AND SHALL NTT TCONTRACTDR ALL EASEMENTS AND FRAM SECTION)
F
' THE OWNER Rl:SPAS8 ON PRIVATEIMIT PROPERTY, OPERATIOHI TO THE
TMEEOL'I RED FOR THE
WORK UNDER M�E PROI'IDE CERTAIN AREAS ORTAINFO
THE CONTRACTOR CONTRACT TOGE7NEP LANDS AS INDICATED
1 EQJ,Zp4EhT OR SHALL N07 UNREASO WITH THE R Ov IN CONNECTION WITH
MATERIALS, ABLY ICNT ACCESS TO
THE ENCUMBER SUCH THE
COSTRACTOR SHALL THE PREMISES LANDS,
' ADDITIONAL PROM WITH HIS
REWISHALL RED FOR TEMPORARyACCESS PROVIDE
NO. WITH tO LIABILITY TO CONSTRU CONSTRUCTION SHOWN' OR THE
' REQI'7REU GT ALL ACCESS ROADS PACiLIT1ES OR S DESCR IEED TH'3TT MAP ENy STORAGE OF MATERIALHIS PERATIONS. DETOtR ROADS TORAGE OF DESCR OF
ANDTHE CONT ' OR OTHER H'�TERIALS, y,.
SUCX AODITIONAL�A) OF N S WORKERS NFi E'H ORARY WORK AS
HALL CO
RESTORATION OF RRRS TO THOSE AREAS EQUIPMENT
-"—'� STRUCTURES SHE MAY PkOfIDE,
A. GENERA AND Sl'RFAIES SHOWS AND
LIMITS OF SUCH VERLPRI ATE PRpPER7Y UNDER THIS
WOHK r
EASEMENTS, RIGHT- CONTRACT
OF-OF SHALL BE A ON. EASEMENTS
OR FRANCHISE. ALLCONFINED 10 1'NF
WORK SHALL EE
Revleed 4/83
1
ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM i
AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES
ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND i
TRENCHES SHALL HOT BE LEFT OPEN FOR MORE THAN 48 HOURS.
B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS i
MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL
REBUILD TILE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND WITH
MINIMUM REQUIREMENTS AS HEREIN SPECIFIED. HE SHALL ALSO REPAIR ALL i
EXISTING STUUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS
CONTRACT.
C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL i
CULTIYATED AREAS, EITHER AGRICULTURAL OR LAWNS. AND OTHER SURFACE
IMPROVEMENTS WHICH ARE DAMAGED BY ACTIOFS OF THE CONTRACTOR SHALL IF
RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. i
eIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY, THE CONTRACTOR
SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT i
IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF
CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREFULLY REMOVED
WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN
THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES i
DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF
EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT 15
NECESSARY TO TRENCH THRO 1H ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT i
AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN
AREA SMALL BE CLEANED BY SWEEPING OR OTHER HUNS, OF ALL EARTH AND DEBRIS,
THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL i
TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WOP'_
INCLUDING EXCAVATION AND RACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH RAVE
LAWN AREAS, ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES i
SHALL BE REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACED AFTER TRENCH IS
BACKFILLED IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE
OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON i
EASEMENTS OR RIGHTS-OF-HAY.
AL1. CONSTRUCTION WORK UNDER THE. CONTRACT ON EASEMENTS, RIGHT-OF-WAY OVER
PRIVATE PROPERTY, OR FRANCHISE. SHALL BE CONFINED TO THE LIMITS OF SUCH i
EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS
TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE.
THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS i
SKAI.L NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS, AND TRENCHES SHALL NOT
BE LEFT OPEN FOR MORE THAN 48 HOURS.
DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT ,
FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT
SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. THE ORIGINAL
CONDITION SHALL RE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE i
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.
Revleed 4183 i
i
D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION
OF THE SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED.
IN THE EVENT THE CONTRACTOR DOES NOT NAVE LABOR OR MATERIAL INMMEDIATELY
AVAILABLE TO MARE NECESSARY REPAIRS, IME CONTRACTOR SMALL SO INFORM THE
OWNER. THE OWNER WILL MARE THE NECESSARY REPAIRS AND THE COST OF SUCH
REPAIRS SHALL BE PAID BY THE CONTRACTOR.
7-1.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION)
LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND
FACILITIES ARE IN ACCORADNCE WITH THE BEST AVAILABLE INFORMATION WITHOUT
UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND
LOCATION OF EXISTING FACILITIES.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND
PRIVATE 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 MEMBER OF THE "ONE CALL" SYSTEM AND MUST BE
CONTACTED SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS.
7-1.18 PUBLIC LIABILITY AND PROPERTY DAMAGE (REPLACENEOT SECTION)
THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FOLLOWS:
' BODILY INJURY LIABILITY COVERAGE WITH LIMITS OF NOT LESS THAN $250,000 FOR
BODILY INJURY, INCLUDING ACCIDENTAL DEATH, TO ANY ONE PERSON, AND SUBJECT
TO THAT LIMIT FOR EACH PERSON, IN AN AMOUNT NOT LESS THAN $250,000 FOR EACH
ACCIDENT; AND PROPERTY DAMAGE COVERAGE IN AN AMOUNT OF NOT LESS THAN
SS00,000 FOR EACH ACCIDENT. IN ADDITION, AN UMBRELLA INSURANCE COVERAGE OF
NOT LESS THAN $5,000,000 SHALL BE PROVIDED, WITH THE OWNER AND ENGINEER THE
NAMED INSUREDS. THIS LIMIT SHALL APPLY TO COMPREHENSIVE GENERAL LIABILITY
INSURANCE AND VEHICLE LABILITY INSURANCE.
THE CONTRACTOR SWLL FURNISH THE CITY WITH SATISFACTORY PROOF OF CARRIAGE
OF THE INSUR•..iCE REQUIRED.
7-1.23A vTNVKAL SAFETY REQUIREMENTS (ADDITIONAL SECTION)
THE CONTRACTOR SMALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION
AREA, BY MAIL, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL
LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRUCTION.
NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER. THE CONTRACTOR SHALL
FURTHER NOTIFY EACH OCCUPANCY IN PERSON A MINIMUM OF THREE DAYS PRIOR TO
CONSTRUCTION IN FRONT OF EACH PROPERTY.
Revised 4/83
7-I.2IC FIAGMEN, BARRICADES AND SIGNS (REPLACEMENT SECTION) ,
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, '
GUARDS, FLACKEN, AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT L1,.HTS IN
ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS
OPERATIONS. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS ,
AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE
RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM
PAYMENTS DUE THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK
MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ,
ENGINEER'S DISCRETION WREN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF
ACTION NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH,
AND WELFARE, '
ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD.
THE COST OF FURNISHING AND PLACING ALL CONSTRUCTION AND TDENTIFICATION t
SIGNS SHALL BE INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE.
SECTION 8 t
8-1.03 PROGRESS SCHEDULE (REPLACEMENT SECTION) ,
IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT AND BEFORE THE '
FIRST PARTIAL PAYMENT IS MADE, THE CONTRACTOR SHALL DELIVER TO THE
ENGINEER, AN ESTIMATED CONSTRUCTION PROCR'�SS 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 WORe DONE FOR
THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COSTS EMPLOYED IN
MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE
BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR
ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT.
SHOULD 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 ACCEF ID SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISIONS, ,
IT SHALL, UPON REQUEST BE REVISED RY riL CONTRACTOR AND THE WORK SHALL BE
PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS.
PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS ,
MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY
Revised 4/83 ,
1
1
THE CONTRACTOR MAY BE WITHHELD, EXCCUTION OF THE WORK ACCORDING TO THE
1 ACCEPTED SCHEDULE OF CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, IS
HEREBY MADE AN OBLIGATION OF THE CONTRACT.
PRE-CONSTRUCTION CONFERENCE
1 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL
SUBCONTRACTORS, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED
1 DEPARTMENTS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE,
AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY,
REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW
1 PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED, THE TIME, PLACE,
AND DATE TO BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE.
1 8-1.05 TINE OF COMPLETION (ADDITIONAL SECTION)
THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION
1 IN ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN
90 WORKING DAYS.
1 PROVIDED, HOWEVER, THAT THE CITY COUNCIL SHALL HAVE THE RIGHT U^ON REOUEST
OF THE PUBLIC WORKS DEPARTMENT, CITY OF RENTON, WASHINGTON, TO EXTEND THE
TIME OF COMPLETION OF SAID WORK. NO EXTENSION SMALL BE VALID UNLESS THE
SAME Be IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION
BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING
IMPROPER WORK OR MATERIAL SMALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR
FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL
1 NOT RFLEASE THE CONTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE TO
COMPLETE THE WORK WITHIN THE TIME REQUIRED.
RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, LINCOLN'S
1 BIRTHDAY, WASHINGTON'S BIRTHDAY, KZMORIAL 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
1 CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL
BE A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A MONDAY.
WEDNESDAY, OR THURSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO
1 PROCEEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY
OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SMALL BE OBSERVED AS
HOLIDAYS,
1 ALL REFERENCES TO RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATION$ ARE
DELETED AND VOID.
1
1
iRevtaed 4/83
1
8-1.09 LIQUIDATED DAMAGES (ADDITIONAL SECTION) ,
THE LIQUIDATED DAMAGES 00 NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM '
COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED
BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND ,
SUPERVISION SHALL BE AN AMOUNT EC'- .L TO ACTUAL SALARY COST PLUS 100 PERCENT
FOR OVERHEAD.
8-1.11 OVERTIME WORK BY OWNER EMPLOYEES (REPLACEMENT SECTION) ,
WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACLFPTED 8 HOURS '
PER DAY OR AO 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 SMALL HAVE THE SOLE AUTHORITY IN DETERMINING THE ,
NECESSITY OF RAVING THE OVERTIME INSPECTION, AND SMALL NOTIFY THE
CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE
CONTRACTOR ON EACH MONTHLY ESTIMATE. '
8-1.12 CONTRACTOR'S PUNT AND EQUIPMENT (REPLACEMENT SECTION)
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY,
EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTORS' PLANT AND
EQUIPMENT. THE OWNER SHALL RAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S ,
PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF T4E WORK.
THE USE OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND
PAI: VOR ACCORDINGLY. ,
NEI 1'MER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME,
FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE.
COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. ,
THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING,
BARRICADES, AND WATCHMAN SERVICE, AS HE DEEMS NECESSARY FOR THE. PUBLIC
SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE '
OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS.
8-1.1I ATTENTION TO WORK (REPLACEMENT SECTION) '
THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE
WORK TO THE END THAT IT SRAL'., SE PROSECURED FAITHFULLY, AND WHEN HE IS NOT '
PERSONALLY PRESENT ON THE WORK, HE SHALL AT ALL REASONABLE TIMES BE
REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO
EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, ,
AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THF
CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS
DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. '
Revised 4/83
1
iSECTION 9
i9-1.01 NFASU'RENENT OF QUANTITIES (ADDITIONAL S!CTION)
ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCVIATING
QUANTtTIES ?Olt PAYME!7 MUST RE RECEIVED BY THE FNi.INEER AT THE 7IME OF
DELIVERY. NO PAYMENT WILL BE MADE ON TICKETS TURNED IN AFTER DATE OF
i DELIVERY OF MATERIAL.
A. BY TRUCK
i PAYMENT WILL NOT RE MADE FOR DFLIVERY TICKETS Wh CH DO NOT SHOW TYPE OF
MATERIAL, GROSS WEIGHT, TAR, WEIGHT. TRUCK NUMBER, DATE. AND
INSPECTOR'S INITIALS,
SCALE CERTIFICATION SHALL BE SUBMITTED I,5 EARLY IN THE PROJECT AS
POSSIBLE.
i EACH WFtGH STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME,
DATE, kND VEICHT OF ALL TRUCKS 'ROVIDiNG MATERIAL TO THE PRO.IFCT. THE
WRIC47 LIST SHALL BE MAINTAINTD IN DUPLICATE WITH ONE SIGN!? COPY
i TRANSMI'TED DAILY TO THE CITv BY THE SCALE ATTENDANT. IN ISOLATED
CASES WHE�IZ NIAW; WEIG ,V,T AVAILABLE, THE. INSPECTOR SHALL MEASURE
THE TRUCK VOLUME ANh ' AS TO ITS FULL LOAD DELIVERY.
iR. BY OTHER MEANS
METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY
i ANY OTHER MEANS WILL BE DETERMINED RY CONTRACTORIOWNER AGREEMENT BEFORE.
AWARD OF THE CONTRACT.
i9-1.09B OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS (ADDITIONAL SECTION
i PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHOLD UNTIL A WORK ►ROGRESIS
SCHEDULE. AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED,
IN THE t4ENT THAT ANY MATERIAL OR wORILMANS,;IP DOES NOT MEET THE
i REOCIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH
MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH
ACCEPTANCE TO RE IN THE BEST INTEREST OF THE CITY. PROVIDED, THE CITY MAY
iNEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORIOVNSHTP,
i
i
iRevtRed 419)
i
li II F !
►�'��t �r.ma n Extension .� r.t�t�rt t, 664 cl-on .
3 of
SECTION 10
10-1.00 PERMITS AND LICENSES (SUPPLEMENTAL SECTIONI
THE FOLLOWING PERMITS AND LICENSES ARE INCLUDED FOR THE CONTRACTOR'S
CONVPNIENCE AND ARE TO BE STRICTLY ADHERED TO. THE INCORPORATION OF
THESE DOCUMENTS INTO THESF SPECIFICATIONS DUES NOT RELIEVE THE
CONTRACTOR FROM OBTAINING OR COMPLYING WITH THE NON-PERMANENT PERMITS
AND LICENSES THAT THE CONTRACTOR IS REQUIRED TO PROVIDE AS OUTLINED IN
THE LEGAL, SPECIAL AND TECHNICAL PORTIONS OF THESE CONTRACT DOCUMENTS
' AND AS MAY BE REQUIRED FOR THE CONSTRUCTION OPERATIONS. ADDITIONAL
PERMITS AND LICENSES MAY BE REQUIRED FOR THE WORK OUTLINED IN THESE
DOCUMENTS THAT ARE NOT INCLUDED HEREIN. THE CONTRACTOR IS ADVISED TO
' CONSULT WITH THE PUBLIC WORKS DEPARTMENT REGARDING THE COMPLETENESS OF
THE PERMITS AND LICENSES INCLUDED HEREIN.
1
1
1
1
Revised 4183
TECHNICAL PROVISIONS
r
r
r
r
rTECHNICAL SPECIFICATIONS
PAGE NUMBER
' 1.0 GENERAL STATEMENT 44
2.0 STANDARD SPECIFICATIONS 44
r3.0 EXISTING UTILITIES 45
1 4.0 WATER MAIN AND FITTINGS
1. GENERAL 4%
2. DUCTILE IRON PIPE 45
3. PIPE FITTINGS 46
4. PIPd INSTALLATION 46
5. TESTING 47
' 6. DISINFECTIONh;FCHLORINATION 48
7. MEASUREMENT AND K YMENT 48
5.3 TEL5METRY CONDUIT AND PILL BOXES
1. PVC CONDUIT 49
2. PULL BOXES 49
r6.0 TRENCH EXCAVATION. BEDDING AND BACKPILL
' 1. GENERAL 49
2. EXCAVATION 49
3. FOUNDATION PREPARATION AND BEDDING 50
4, TRENCH RACKFILL AND COMPACTION 51
S. SELECT TRENCH BACKFILL 52
6. UNSUITABLE FOUNDATION EXCAVATION 52
7.0 VALVE. ASSEMBLIES
1. GATE VALVES (6 THROUGH 12") 53
2. VALVES AND VALVE. MARKERS 53
3. MEASUREMENT AND PAYMENT 54
8.0 FIRE HYDRANTS 54
42
9.O REMOVAL C . .LISTING STREET IMPROVEMENTS
I• GENERAL '
2. PAVEMENT REMOVAL 54
3. PAVEMENT COST 54
55 ,10.0 RESTORATION OF IMPROVED SURFACES
1. GENERAL ,
AREAS TO BE RESTuRED 55
J. TEMPORARY MC COLD MI% ASPHALT 55
4• PATCHING WIDTH 55
SA
11.0 CONCRETE BASE COURSE
1. GENERAL ,
2. AREAS TO BE IMPROVED 56
5)
t
1
43 '
' TECHNICAL SPECIFI YCIONS
' 1.0 GENERAL STATEMENT
THIS SECTION, TECHNICAL SPECIFICATIONS, IS DEVOTED TO CONDITIONS WHICH ARF
PECULIAR TO THE FACILITIES TO BE CONSTRUCTED FOR W664.
t ARTICLES, MATERIALS, OPERATIONS, OR METHOD: MENTIONED HEREIN OR INDICATED
ON THE DRAWINGS AS BEING REQUIRED FOR THE PROJECT SMALL BE PROVIDED BY THE
CONTRACTOR, WHO SHALL PERFORM ACCORDING TO THE CONDITIONS STATED IN EACH
OPERATION DESCRIBED AND PROVIDE. ALL NECESSARY LABOR, EQUIPMENT AND
MATERIALS NECESSARY TO MACE A COMPLETE AND OPERABLE INSTALLATION.
NO ATTEMPT HAS BEEN MADE IN THESE SPECIFICATIONS OR PLANS TO SEGREGATF WORK
COVERED BY ANY TRADE OR SUBCONTRACT, THE LIMITS OF WHICH ARE SOLELY A
MATTER OF SPECIFIC AGREEMF4T BETWEEN EACH CONTRACTOR AND HIS
SUBCONTRACTORS, AND SHALL NOT BE BASED UPON ANY INCLUSION, SEGREGATION OR
' ARRANGEMENT IN, OR OF, THESE SPECIFICATIONS. THE CONTRACTOR AND
SUBCONTRACTOR IN EACH CASE IS WARNED THAT WORK INCLUDED IN ANY SUBCONTRACT
MAY BE DIVIDED BETWEEN SEVERAL GENERAL SPECIFICATIONS AND THAT EACH GENERAL
' SPECIFICATION OR SUB-HEAD OI THE TECHNICAL SPECIFICATIONS MAY INCLUDE WORK
COVERED BY TWO OR MORE SUBCONTRACTS OR WORK IN EXCESS OF ANY ONE
SUBCONTRACT.
I
2.0 STANDARD SPECIFICATIONS
ALL WORK UNDER THIS CO"TRACT SHALL, IN GENERAL, BE PERFORMED IN ACCORDANCE
WITH THE APPLICABLE. PROVISIONS OF THE 1981 "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE
CHAPTER, A14ERICAN PUBLIC WORKS ASSOCIATION, AND IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CITY OF RENTON. EXCEPT AS OTHERWISE AMENDED, MODIFIED,
' OR SPECIFIED IN THESE TECHNICAL PROVISIONS SHALL BE PERFORMED IN ACCORDANCE
WITH THE REQUIREMENTS SPECIFIED IN THE AREA STANDARD SPECIFICATIONS, AND IN
ACCORDANCE WITH THE CITY OF RENTON REQUIREMENTS.
' 3.0 EXISTING UTILITIES
' IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT
EXISTING SURFACE DRAINAGE, SEWERS, UNDFRDRAINS. CONDUIT, UTILITIES, OR
' 44
1
y 664
SINI
PRp POH Ie NDERORO �CRRI
EEPE se TEN FOR• STRUCr No CAL 19 PECS.
CONSIe• REp 1R',Rr SFRSGLL DTRES. OR PART
R?
AND SEWCT10N R ALL rCES OR ALL S
EXPENS ER LINES ERA 1*1 L NSGMACE to SANE RECcss4pr EOP THE oc ?WE PRE
p�r..,
VA ERE ARE ILL RE To REPAIREDSASPACI'FACITOh IBSTRACA OR CTpRt N3 •ACTOR SRA
LOCATI0N RZ INC yILL C PLAC er THE I7ILI E flla CSTR0CTOPC• APITt0 it D I .
YNIC R IN CRo ES rY tr. S S AND
Pl Pe ARfN SrRNAL4��S OR SNROy? ON
C Is CA E CON DEPAR�b'T ACT o m T A?At..
IN THE NF P`rCVA I eO C FACIL PRO)fITIERA4INc R crjoN lV7R'4CTOE•S
VERZ
PORC
4.0 Ty yA TEB DP THPSEFCROSSjNT11FAC� CHog� RDCALL rAND
�NTlo
ON
I• CEHAVF 4N AND PI TTt,vcs CiC�HAMCT'RI N R PRIOR
L���DS
AL LA rrIIC
ALL P
Hf 1Pf SI fs
RLLD CA TRD f 1N REPfR�.Nse n•,OA THE
HINT . SyAL NOf'144L 0 1NCs
ALL AS
tRESE SND As
SSA NC RV EDCRIN ONE TO PIT rA1fETER AOR SS Orokel'SF
AND RINCPPRE PALPES• SL•E,IPCI too El.ROCTI pPPIACENE N SNOy,y
APPLICI-1NS ANISE AS PITTIRCS• APPROVAL IM rER AL,OP• RX N THE
Z. MODIFSrIM
IED REREINCrlOA;Si. P,C NF EDA 1•kf ClAL,C Op TIIE CLrrSED SRALL
In
POLL h4LL
DLCTILE IRON PIPE Of THEORP1yArpt NERD WIC s tPEC POCAt ATER I
(A4vAcwS
UcrI ClS IRON PIPE S SPEC,
rlor ITHE
As
DOCTf HALL C
yll.H S E�ON PIPE ONEORN TO
(AlE16PIPE rNT LCAE0 AZ 4 19Rp N LI ASRECIEIGrIpN AZl Sl ND .R!
NEp
pkNIAJOINT C1A 80). S '4 C100 go EAI•ED IN
OPENINCOR APPR�'EO EQUAL COI sOft ?10 A�CIFTC/fl?, PIPE SHAG LL RE
APPROVAL
JST 6E Oir JpjNr, 471.11-I yR
N ON
45 IREO PR1OR Arrc L
rb RID
1
1
' W 664
TECHNICAL SPECS.
NOVEMBER 1982
PIPE THICKNESS CLASS SHALL BE AS REQUIRED BY THE BID PROPOSAL
' DESCRIPTION.
7. PIPE FITTINGS
' CAST IRON PIPE FITTINGS SHALL BE CUSS 250. AS PER
SPECIFICATION A2I.10-1982 (AWA C110-82), FITTINGS SHALL BE
' 1/16- CEMENT MORTAR LINED C104-80), W IN ACCORDANCE WITH A2L.4-1980 (AA
t JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER ASA
SPECIFICATION A21.11-1980 (AWA Clll-80),
' THE ABOVE SHALL HOLD TRUE UNLESS CALLED Olff OTHERWISE ON THE
PLANS OR IN THE BID PROPOSAL.
4. PIPE INS^.ALLATION
1. GENERAL
' CONFORM TO SECTION 74 OF THE STANDARD SPECIFICATIONS EXCEPT
AS HEREIN MODIFIED, JOINTING SHALL CONFORM TO THE
MANUFACTURER'S REC0MMENDATIONS. CLOT PIPE. WITH APPROVED
PIPE SAWS ONLY. KEEP PIPE' Pi PELAYING. THE I PLUGGED
EXCEPT DURING ACTUAL
INSPECTOR WILL STOP WORK UNLESS AN
APPROVED PLUG IS ON SITE AND AVAILABLE.
ALL PIPE FITTINGS AND VALVES SHALL BE CAREFULLY CLEANED OF
ALL DIRT AND FOREIGN MATERIAL AS THEY ARE PLACED. THE OPEN
ENDS OF PIPE AND FITTINGS SHALL BE PLUGGED WITH A TEMPORARY
' WATERTIGHT PLUG WHENEVER WORK IS STOPPED AND/OR WHEN WATER
IN THE TRENCH THREATENS TO ENTER THE PIPE, GROUNDWATER
SHAIL BE EXCLUDED FROM THE PIPE AT ALL TIMES,
t2. SPECIAL ANCHORAGE
PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE STANDARD DETAIL FOR
GENERAL BLOCCISe HEREIN AND THE APWA STANDARD DETAILS FOR
VERTICAL BLOCKS. ALL FITTINGS TO BE BLOCKED SHALL BE
' WRAPPED WITH 4-MIL POLYETHYLENE. PLASTIC. CONCRETE BLOCKING
SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE
FORMING MATERIALS AND SHALL NOT BE POURED AROUND JOINTS.
THE FORMS SHALL BE STRIPPED PRIOR TO BACKFILLINC, SHACKLE
' RODS, WERE. REQUIRED, SHALL BE INSTALLED WITH THE USE OF
SHACKLE LUGS. ALL SHACKLE. RODS SHALL BE GALVANIZED OR
COATED WITH TWO COATS OF ASPHALT VARNISH.
46
W 664
TECHNICAL SPECS.
NOVEMBER 1982 ,
T• CONNECTION TO EXISTIHC PIPE AND STRUCTURES
CONNECTIONS Tt' EXISTING PIPING AND TIE-INS
THE DRAWINGS. THE CONTRACTOR MUST ,
PIPING, DIMENSIONS ARE INDICATED ON
AHD ELEVATIONS TO ASSURIFY ALL EXISTING
THE CO PROPER FIT.
INSTALL"RACTOB SHALL IONSROVIDE ALL MATERIALS DRAWINGS. AS INDICATED ON NECESSARY Tp
BEDDING A THE CONTRACTOR SHALL PERFORM THE CONSTRUCTION
ND BA CONTRACTOR AND PROVIDE CONCRETE BLOCKING THE GF R THl;'
CONNECTIONS TO EXISTING MAINS. THE CITY W ,
EXISTING MAIN AND ASSEMBLE ALL FOR 7HE
S• TESTING MATERIALS. ILL CUT THE
1• GENERAL
HYDROSTATIC PRESSURE AND LEAKAGE TESTS ON THE NEW '
o MALL BE MADE IN ACCORDANCE WI
AWWA C_600-82 TH APPLICABLE PIPELINE F
SPECIFICATIONS, AND SECTION 74 OF THE APWA
EXCEPT AS MODIFIED HEREIN. STANDARD t
ALL sHpL)NENi NECESSARY TO MAKE THE TESTS
CONDUCT
By THE CONTRACTOR, AND THE CONTRACTOR
CONDUCT ALL TESTS SHALL BE ,
UNDER THE SUPERVISION
pF THE C[TY, SHALL
ANYSHALL
BLOW SUP ASSEMBLIES WHICH MAY BF. REQUIRED FOR
SHALL BE SUPPLIED BY THE CONTRACTOR.
2. PRESSURE TEST TESTING
PRIOR TO ACCEPTANCE OF THE SYSTEM, tHE ENTIRE SYSTEM
BE SUBJECTED TO HYDROSTATIC PRESSURE TES
ANY LEAKS OR IMPERFECTIONS TINC AT 750 SHALL
SHALL BE REMEDIED RY DEVELOPED I '
OF THE SYSTEM. THE CONTRACTOR BEFORE UNDER
SAID PRESSURE
EQUIPMENT AND 5 THLL E CONTRACTOR SHALL PROVIDE ALL AL ACCEPTANCE
TESTS AND CONDUCTASAI . TESTS [ALL WORK CONNECTED WITH '
DEPARTMENT INSPECTOR. INSOFAR AS Rp CONNECTED
OF A THE
MADE VITR PIPE JOINTS, PRACTICAL'
TESTS SHALL KBE
INSPECTION, FITTINGS AND VALVES EXPOSED FOR '
3• LEAKAGE TESTS
LEAKAGE TESTS SHALL RE; MADE AFTER THE p ,
BEEN SATISFACTORILY COMPLETED ON
CONCURRENTLY WITH THE PRESSURE TF,S 5 NAVE
PRESSURE FOR PRESSURE TEST NEW PIPE, "NE OR
THE LEAKAGE TESTS SHALL BEE tNE HYDROSTATIC ,
DUAL TO IOU PSI.
1
47 ,
W 66A
TECHNICAL SPECS,
NOVEMBER 148;
6. DISINFECTION/DECHLORINATION
DISINFECTION OF
E NEW WATER SYSTEM
C N COMPLETION OF THE PROJECT AND S SHALL PRIR To
HALL BEIN ACCORDANCE UWITHOAWWA
STANDARD SPECIFICATION C601-81 AND SECTION 74 OF THE APWA
STANDARD SPECIFICATIONS, AND SHALL MEET THE ACCEPTANCE OF THE
STATE OF WASHINGTON, DEPARTMENT OF HEALTH, THE INITIAL
CONCENTRATION OF CHLORINE IN THE. LINE SHALL BE 50 PARTS PER
MILLION AND TH1 SOLUTION SHALL RE HELD FOR A PERIOD OF 24
HOURS. DISINFECTION OF THE ENTIRE WATER SYSTEM INSTALLED OR
DISTURBED UNDER THIS CONTRACT, INCLLDING PIPE, PIPE FITTINGS,
VALVES AND APPURT"NANCES, IS REQUIRED TO CONFORM WITH THE
SPECIFICATIONS STATED REREIN,
' DECHLORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE
ACCOMPLISHED IN ACCORDANCE WITH THE STANDARD DETAILS, INCLUDED
IN THIS DOCUMENT.
7. MEASUREMENT AND PAYMENT
' THE PRICE PER LINEAR FOOT FOR FURNISHINC AND INSTALLING THE
WATER PIPE, OF SIZE AND QUANTITY LISTED IN THE BID SCHEDULE.,
COMPLETE,SHALL CONSTITUTE FULL COMPENSATION FOR THE WATER LINE, IN PUCEINCLUD ,
TRENCHING, NATIVE'BACKFILL,JFOUNDATIION�PREPARATION, COMPACTION,
DEWATERINGE LAYING N
CONNECTIONS TO EXISTING PIPING D JOINTING; SHEETING,
AD FURNISHING AND
' INSTALLING ALL FITTINGS. PIPE MEASUREMENTS AR MAD THROU H FITTINGS AND THEREFORE DO NOT REPRESENT THE ACTUAL EXACT PIPE
' LENGTHS TO BE INSTALLED. THE COST FOR GUARD RAIL, MAILBOX,SIC,N, OR OTHER OBSTACLE. REMOVAL AND REPLACEMENT SHALL BF.INCIDENTAL TO THE PROJECT,
' CONCRETE BLOCKING SHALL BE MEASURED AND PAID FOR AT THE
APPLICABLE CONTRACT PRICE, PER CUBIC YARD; PAYMENT OF WHICH
SHALL CONSTITUTE PULL COMPENSATION FOR FURNISHING THE MATERIAL
' IN PLACE, COMPLETE. ALL TIE RODS, EXCEPT THOSE USED IN HYDRANT
ASSEMBLIES, SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE
CONTRACT PRICE, PER LINEAR FOOT; PAYMENT OF WHICH SHALT,
CONSTITUTE FULL COMPENSATION FOR FURNISHING THE MATERIAL,
INCLUDING SHACKLE LUGS, IN PLACE, COMPLETE,
48
W 664 TECHNICAL SPECS.
NOVEMBER 1902 ,
5.0 TELEMETRY CONDUIT AND PULL 80XES
1. PVC CONDUIT '
CONDUIT SHALL BE 3-INCH RIGID UNPLASTICILED POLYVINYL CHLORIDE
CONDUIT, SCHEDULE 40, AND SMALL BE SUITABLE FOR DIRECT BURIAL.
CONDUIT SHALL COMPLY WITH AST" D1765. THE CONDUIT MAY BE
PROVIDED IN IO-FOOT LENGTHS OR 20-FOOT LENGTHS AT THE
CONTRACTOR'S OPTION AND SHALL BE SOLVENT WELD JOINTS. ,
THE CONDUIT SHALL BE INSTALLED IN THE SAME TRENCH AS THE
WATERLINE, WITH AN 18-INCH MINIMUM COVER, AND SHALL BE INSTALLED
TO THE SIDE OF THE TRENCH TO FACILITATE FUTURE EXCAVATION TO THE
WATERLINE WITHOUT DISTURBING THE TELEMETRY CONDUIT.
ALL CONDUIT SHALL BE EQUIPPED WITH PULL CORDS AT THE COMPLETION '
OF THE CONTRACT FOR FUTURE INSTALLATION OF TELEMETRY WIRES.
2. PULL BOXES ,
PULL BOXES SHALL BE EQUAL TO RENTON CINCRETE PRODUCTS NO. ,
1728-12KF AND NO. 1728-12H WITH A DIAHONP PLATE COVER. INSTALL
OVER THE CONDUIT AS SHOWN ON THE PLANS. PROVID3 A PULL BOX AT
ALL CHANGES IN THE CONDUIT DIRECTION, 250 FOOT MAXIMUM SPACINGS,
OR AS SHOWN ON THE PLANS.
G.0 TRENCH EXCAVATION BEDDING AND BACKFILL ,
I. GENERAL
TRENCH EXCAVATION, SACKFILL. FOUNDATION PREPARATION AND BEDDING
FOR THE WATER LINE AND APPURTENANCES SMALL BE IN ACCORDANCE WITH ,
THE APPLICABLE. PROVISIONS OF SECTION 73, APWA STANDARD
SPECIFICATIONS, EXCEPT AS MODIFIED HEREIN,
2. EXCAVATION
THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE
CHARACTER, QUANTITY, AND DISTRIBUTION OF ALL MATERIAL TO BE
EXCAVATED. NO PAYMENT SHALL BE MADE FOR MATERIAL WHICH IS USED
FOR PURPOSES OTHER THAN THOSE DESIGNATED. SHOULD THE CONTRACTOR
EXCAVATE. BELOW THE DESIGNATED LINES AND GHADES WITHOUT PRIOR
APPROVAL, HE SHALL REPLACE SUCH EXCAVATION WITH APPROVED
MATERIALS, IN AN APPROVED MANNER AND CONDITION, AT HIS OWN ,
EXPENSE.
49
W 66A
TECHNICAL SPECS.
ROVMER 1992
THE EGNER
L HAVE COMPLTE
XCAVATING
MOVING,,I PELACING,LAND DISPOSITION OCONTROL
ALL MATER AL,EAND SHALL
' DETERMINE THE SUITABILITY OF MATERIAL TO BE USED AS RACKFILL.
ALL UNSUITABLE MATERIAL SHALL BE WASTED AT A SITE PROVIDED BY
' THE CONTRACTOR,
EXCAVATION OF
VERY
TEVER
SUBSTANCES ENCE DESCRIPTION,
WITHINaTHEC LIMITSI OF ION THE AND OF PROJECTT.SMALL
BE PERFORMED TO THE LINES AND GRADES NECESSARY FOR EMBANKMENT,
PIPE BEDDING AND STRUCTURES, AND AS INDICATED ON THE DRAWINGS,
TEMPORARY DRAINS AND DRAINAGE DITCHES SMALL BE INSTALLED TO
WATER WHICH KAY AFFECT THE
' OR
TERCE OR DIRT CONDITION OF THE SWORKCE ALL EXCAVATED MATERIALS NOT RMEETING
THE REQUIRFMENTS FOR SACKFILL AND All rXCESS MATERIALS SHALL BE
WASTED AT A SITE PROVIDED BY THE CON -.TOR.
NO SEPARATE OR EXTRA PAYMENT OF ANY KIND WILL BE MADE FOR
STORING, HANDLING, HAULING, MANIPULATION OR WASTE OF EXCAVATED
MATERIALS.
3. FOUNDATION PREPARATION AND BEDDING
' FOUNDATION PREPARATION SHALL BF. IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTION 73, APWA STANDARD
' oPECIFICATIONS, EXCEPT THAT THE BOTTOM OF THE TRENCH MUST BE
SHAPED TO UNIFORMLY SUPPORT THE BDTT(NI QUADRANT OF THE PIPE
THROUGHOUT ITS ENTIRE LENGTH.
' IF UNSTABLE OR UNSUITABLE MATERIAL IS ENCOUNTERED AT THE TRENCH
BOTTOM THE CITY MAY DIRECT THE USE OF SELECT BEDDING MATERIAL IN
ACCORDANCE WITH THIS SECTION. WET TRENCH CONDITIONS WILL NOT
NECESSARILY BE CONSIDERED AS AN INDICATION OF UNSTABLE
CONDITIONS. THE TRENCH iHALL BE DEWATERED AND AN INSPECTION
.MADE BY 7'E CITY TO DETERMINE THE SUITABILITY OF THE TRENCH
MATERIAL. ALL COSTS FOR DEWATERING SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. THE PRICE PER TON FOR SELECT BEDDING
MATERIAL SHALL BE FULL FURNI3 ING AND PLACING THEMAT TION O
MATERIAL AS SELECTING THE
IN SECITION
73-2.02B AND SMALL BE THE SAME UNIT PRICE AS THAT FOR SELECT
BACKFTLL.
' SELECT BEDDING MATERIAL SHALL BE A CLEAN SAND AND GRAVEL MIXTURE
FREE. FROM ORGANIC MATTER AND CONFORMING TO THE FOLLOWING
GRADATION WHEN TESTED ;N ACCORDANCE WITH ASTM D-422:
1
' SO
W 664 TECHNICAL SPECS.
NOVEMBER 1962 t
V.S. STANDARD SIEVE SIZES PERCENT PASSING DY WR:GPT t
I/A INCH 100 ,
5/8 INCH 70 - 100
A 55 - 100
10 55 - 95
K 20 20 - 80
F 40 10 - 55
#too 0 - 10
F200 0 - 03 '
�. TRENCH BACKFILL AND COMPACTION ,
1. GENERAL
EXCAVA':ED 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, ,
•. INITIAL BACKFILL
INITIAL BACKFILL SHALL BE PLACED AROUND THE PIPE IN LAYERS ,
NOT EXCEEDING EIGHT 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
DESIGNATION D698-58T, METHOD D. ALL, WORK RELATED TO THE
TESTING OF THE COMPACTION, INCLUDING PROCTOR TESTS AND ,
COMPACTION TESTR SHALL BE TAKEN ON THE PIPE. TRENCH AREAS.
THE LOCATIONS OF THE TESTS SHALL BE SELECTED BY THE
CITY IF ONE OR MORE TESTS DO NOT MEET THE SPECIFICATIONS AS ,
STATED ABOVE, ADDITIONAL TESTS WILL BE TAKEN AS REQUESTED
BY THE CITY AT THE CONTRACTOR'S EXPENSF.
1. SUBSEQUENT BACKFILL ,
ALL SUBSEQUENT RACKFILL UNDER STREET AND SHOULDER AREAS
SHALL BE PLACED IN LIFTS NOT EXCEEDING EIGHT INCHES IN ,
LOOSE DEPTH AND EACH LIFT COMPACTED TO AT LEAST 95 PERCENT
OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS
DETERMINED BY ASTM DESIGNATION D698-58T, METHOD D. IN 1
PLACE DENSITY DETERMINATION SHALL BE MADE IN ACCORDANCE
WITH ASTM DESIGNATION 01556-5817, EXCEPT AS OTHERWISE
APPROVED BY THE CITY. TESTING FOR COMPACTION IN THE
IMPROVED AREAS SMALL BE IN ACCORDANCE WITH THE TESTING AS t
STATED IN THE SECTION ON INITIAL BACKPILL.
51 ,
W 66a
TECHNICAL SPECS,
NOVEMBER 1982
1
' A, PAYMENT
NO SEPARATE OR EXTRA PAYMENT OF ANY KIND WILL BE MADE FOR
COMPACTION, WETTING, DRYING, WATER OR PRWESSING OF
MATERIALS BUT SHALL BE INCLUDED R IN THE APPLICABLE UNIT
ICE PAID FOR THE WATER LINE iN GLACE, COMPLETE,
5• SELECT TRENCH BACKFILL
' SELECT TRENCH BACKFILL FOR THE PIPE SHALL CONSIST OF CRUSHED OR
NATURALLY OCCLR INC GRANULAR MATERIAL FROM SOURCES SELECTED BY
THE CONTRACTOR, AL SOURCE AND QUALITY OF THE MATERIAL SHALL BE
' SUBJECT 70 APROV BY THE CITY, SELECT TRENCH BACKFILL SHALL
MEET REQUIREMENTS SECTION FOR BANK PUN GRAVEL, CLASS "B', AS OUTLINED IN
26-2.01 OF THE STANDARD SPECIFICATIONS,
THE HORIZONTAL LIMITS FOR MEASURING SELECT TRENCH BACKFILI. IN
PLACE SHALL BE THE SIDES OF THE EXCAVATION EXCEPT No
WILL BE MADE FOR MATERIAL REPLACED OLTSIDE OF VERTICAL PLANES,
1.0 FOOT OUTSIDE OF AND PARALLEL PLANES,
NOT THE BELL OR COLLAR, THE BARBEL OF THE PIPE AND
' ANY EXCAVATION IN EXCESS
REPLACED WITH OF THE ABOVE REQUIREMENTS SHALL BE
THE NATIVE MATERIAL OR SELECT BACKFILL,
DIRECTED H THE THE
An AT THE CONTRACTOR'S HXPENSE, SELECT
BACKFILL SHALL BE P AS
' CITY, LACED ONLY IN THOSE PLACES DESIGNATED BY THE
THE RICE PER TON SMALL BE ^ULL COMPENSATION FOR SELECTING THE
' SOURCE, FURNISHING AND PLACING THE MATERIAL AS OUTLINED IN
SECTION 26-2.01 OF THE STANDARD SPECIFICATIONS. NO SEPARATE
DRYING,PAYMENT WATER ROCESSING Y KIND WILL
OF BMATERIALS OR REMOVAL FOR OFSUNS UNSUITABLE
SOILS.
6, UNSUITABLE FOUNDATION EXCAVATION
UNSUITABLE MATERIALS
DIRECTED BY THE CITY TONE THE BE EXCAVATED
y THE
ELL CONTRACTOR
TRAULL BEARING
t ON SOLID GROUND, OLD ►ILLS, WASTFS, OR UNSUITABLE MATERIALS,
INCLUDING LOGS, STUMPS, PEAT OR Mi. / WILL BE EXCAVATED WHEN, IN
THE JUDGMENT THE CITY, MATERIALS WILL IMPAIR THE
TNF..SE STABILITY OF THE BACKPILL,
ALL COSTS AND EXPENSES INVOLVED IN DISPLACEMENT OR REMOVAL OF
UNSUITABLE. MATERIALS SHALL BE INCIDENTAL TO THE COST OF
WATERNAIN, NEITHER SEPARATE OR It.XTRA THE
BE MADE FOR STORING, PAYMENT OF ANY KIND WILL
HANDLING,
HAULING OR MANIPULATION OF
UNSUITABLE EXCAVATION,
52
W 664
TECHNICAL SPECS.
NO%MMBER 1982
7,0 VALVE ASSEMBLIES
I, GATE VALVES A
M
VALVESGATE
SHALL BE
NON-RISING STEM WITH IRON RING,
PACKING*CONFORMINCI,BTO DISC
1 SPECIFICATION CS00-8U. AL. VALVES SHALL BE DESIGNED FOR A
MINIMUM WATER OPERATING PRESSURE OF 200 POUNDS PER SQUARE INCH ,(PSI), GATE VALVFS SHALL BE MUELLER COMPANY, NO. A-2380, PRATT
GROUNDHOG, OR APPROVED 7,QUAL, SEE WATER STANDARD DETAIL FOR VAULT AND t" BYPASS INSTALLATION,
2. VALVES AND VALVE MARKERS
VALVE INSTALLATION SHn BE, IN ACCORDANCE WITH SECTION 75 OF THE ,STANDARD SPECIFICATION> E(CEPT AS MODIFIED !JEREIN,
" CAST IRON CATS VALVE
ALL GATE VALVES SMALL INCLUDE AK R" X 24
BOX AND EXTENSIONS, AS RE.117RED,
ALL VALVES SHALL HAVE VALVE BOXES AND EXTENSIONS AND VALVE
MARKERS WITH DISTANCES CLEARLY MARKED IN ACCORDANCE WITH THE
STANDARD DETAIL TITLED, 'GENERAL MISCELLANEOUS DETAILS", WHICH 'IS INCLUDED IN THIS DOCI^tENT.
3, MEASUREMENT AND PAYMENT ,
HYDRANT AUXILIARY GATE VALVES WILL BE PAID FOR UNDER FIRE
HYDRANT ASSEMBLIES.
ALL OTHER GATE VALVE ASSEMBLIES SHALL BE MEASURED AND PAID FOR
AT THE APPLICABLE UNIT PRICE PER EACH, IN PLACE, COMPLETE, WHICH ,SHALL CONSTITUTE FULL COMPENSATION FOR VALVE BOX AND EXTENSIONS,
CONCRETE VALVE. MARKER AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE. INSTALLATION.
8,0 FIRE__HYDRANTS
FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO ,
AWA C-504-80 WITH A 6 INCH INLET AND A M.V.D. OF 5 INCHES, TWO 2-112 INCH
HOSE NOZZLES WITH NATIONAL STANDARD 7-112 THREADS PER INCH AND ONE A INCH
V�THREADPER SS, O.D.
DI H THE THREAD A.875 AND ROOT DIAMETEW SEATTLE PATTERN 6 R 4-6263,READS PER
1/AINCH,
INCH PENTAGON
t
53
f
t W 664 fECNNICAL SPECS.
NOVEMBER 1982
OPERATING NUT AND OPENING BY TURNING COUNTER CLOCKWISE (LEFT). HYDRANTS
SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE
SPECIFIED IN BID PROPOSAL DESCRIPTION.
FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE AND PROVISIONS SMALL BE MADE. FOR
DRAINAGE OF BARREL TO PROTECT UNITS FROM FREEZING. FIRE HYDRANTS SMALL BE
OF SUCH LENGTH AS TO BE SUITABLE FOR INSTAILATION WITH CONNECTIONS TO
PIPING IN TRENCHES 3-1/2 FELT DEEP UNLESS OTHERWISE SPECIFIED. FIRE
HYDRANTS SHALL BE IOWA, PACIFIC. STATES OR APPROVED EQUAL. APPROVAL MUST BE
OBTAINED PRIOR TO BID OPENING.
FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.1 TEE (NJ X FL), 6- GATE VALVE (FL X
NJ), 6" C.I. SPOOL (PE X PE), 5" MVO FIRE HYDRANT (MJ CONNECTION), B" X 24"
C.I. GATE VALVE BOX, AND 3/4 INCH SHACKLE ROD WITH ACCESSORIES AND TWO
' CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SPECIAL ANLHORAGE
OF THIS SECTION.
THE HYDRANT SHALL BE FOR A 4-1/2 FOOT BURY UNLESS OTHERWISE NOTED ON THE
' PLAN. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED
TO THE CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED WHITE.
' TNF CITY OF RENTON STANDARD DETAIL FOR HYDRANT ASSEMBLY AND HYDRANT GUARD
POSTS IS BOUND IN THESE SPECIFICATIONS.
FIRE HYDRANT ASSEMBLIES SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE
' UNIT PRICE PER EACH, IN PLACE, COMPLETE, WHICH SHALL CONSTITUTE FULL
COMPENSATION FOR TEE, VALVE, VALVE BOX, SPOOL, FIRE HYDRANT, SHACKLING,
INSTALLATION OF BLOCKING, BRACING DRAINS, FITTINGS AND ALL OTHER NECESSARY
' ACCESSORIES FOR A COMPLETE INSTALLATION.
9.0 REMOVAL OF EXISTING STREET IMPROVEMENT
1. GENERAL
CONFORM TO SECTION 52 OF THE STANDARD SPECIFICATIONS.
2. PAVEMENT REMOVAL
1
THE CONTRACTOR SHALL INFORM AND 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.
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
CUR) OR TO THE NEAREST CONSTRUCTION JOINT AND SHALL HAVE CLEAN
VERTICAL FACES.
54
l
W 664
TECHNICAL SPECS.
NOVEMBER 1982 t
3. PAVEMENT COST '
ALL COST OF PAVEMENT REMOVAL SHALL BE CONSIDERED INCIDENTAL TO ,
THE CONTRACT COST.
10.0 RESTORATION OF IMPROVED SURFACEF ,
I. GENERAL ,
CITY STANDARDS SHALL BE USED WHERE MODIFICATIONS TO SECTION 58 ,
OF THE STANDARD SPECIFICATIONS ARE APPLICABLE. ROADS, STREETS,
SIDEWALKS, DRIVEWAYS, SHOULDERS AND ALL OTHER SURFACED AREAS
REMOVED, BROKEN INSTALLAT ON OF iM VE PROMEN SE R
COVERED BY THIS CONTRACT, UE TO
THE SHALL ,
BE REPAIRED AND RESURFACED TO MATCH THE EXISTING PAVEMENT OR
LANDSCAPED AREAS AS SET FORTH IN THESE SPECIFICATIONS.
THE ENDS AND EDGES OF THE PATCHED AND RESURFACED AREAS SHALL ,
MEET AND MATCH THE EXISTING SURFA^E AND .TRADE, AND SHALL
TERMINATE IN NEAT, EVEN LINES PARALLEL T0, ANC' AT RIGHT ANGLES '
TO THE ROADWAY. NO PIECEMEAL PATCHING OR REPAIR WILL BE
ALLOWED. DAMAGED, DISTURBED OR OTHERWISE AFFECTED AREA, SHALL
HAVE THE EDGES OF EXISTING PAVENEAT TRIMMED BACK TO PROVIDE '
CLEAN, SOLID, VERTICAL FACES, FREE FROM LOOSE MATERIAL.
2. AREAS TO BE RESTORED
I. EXIST ' ASPHALTIC CONCRETE SURFACES SHALL BE PATCHED WITH ,
2 INCHL„ OF ASPHALTIC CONCRETE CLASS S OVER A INCHES OF CRUSHED ROCK BASE COURSE, ,
2. EXISTING SHOULDERS AND EXISTING GRAVEL SURFACES SMALL BE
REPAIRED WITH 0 INCHES OF CRUSHED ROCK SURFACINL .
3. EXISTING PORTLAND CEMENT CONCRETE SURFACES (CURB AND GUTTER
AND SIDEWALK) SHALL BE REPAIRED WITH PORTLAND CEMENT
CONCRETE TO MATCH THE EXISTING, ,
3. TEMPORARY MC COLD MIX ASPHALT
MC COLD PREMIXED PAVEMENT ASPHALTIC CONCRETE SR"'. BE REQUIRED IN ,AREAS FOR TEMPORARY PATCHING ON THIS PROJECT, WHERE
DIRECTED BY THE. CITY. '
FURNISHING AND INSTALLING MC COLD MIX SHALL BE CONSIDFREO
INCIDENTAL, TO THE CONTRACT COST. ,
55
' W 664 TECHNI .AL SPECS.
NOVEMBER 1982
4. PATCHING WIDTH
' THE MAXIMUM PATCHING WIDTH IN TRENCH AREA WILL BE 10 FEET,
EXCEPT AS REQUIRED BY CITY STANDARDS. ANY PATCHING DOKE BEYOND
THIS LIMIT WILL BE DONE AT THE CONTRACTOR'S EXPENSE.
1. ASPHALTIC CONCRETE SURFACING
THE FINISHED PATCH SHALL PROVIDE A MINIMUM THICKNESS OF 2 INCHES
OF ASPHALTIC CONCRETE OVER RIGID PAVEMENT, OR IN ACCORDANCE WITH
THE LATEST CITY ROADWAY STANDARCS. SECTION 51-3.03 OF THE
STANDARD SPECIFICTIONS SHALL BE USED.
' BEFORE. PLACEMENT OF THE ASPHALTIC CONCRETE PATCH, THE BASE
COURSE MATERIAL SHALL BE SHAPED TO THE SAME SECTION AND SLOPE AS
THE FINISHED GRADE AND COMPACTED TO 100 PERCENT MAXIMUM DRY
' DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD
PROCTOR COMPACTION TEST, ASTM DESIGNATION D698, METI:OD D.
1 THE ASPHALTIC CONCRETE PATCH SHALL BE PLACED OVER THE CONCRETE
BASE SO AS TO OBTAIN A MINIMUM THICKNESS AFTER COMPACTION OF 2
INCHES AND SMALL MATCH THE EXISTING SURFACING. THE ASPHALTIC
CONCRETE SHALL BE ROLLED AND CROSSROLLED TO OBTAIN THOROUGH
COMPACTION. THE EDGES OF THE PATCH SHALL BE SEALED WITH
ASPHALTIC GRADE RC 70.
ASPHALTIC CONCRETE SHALL BE HOT PLANT-MIX, CONFORMING TO SECTION
34, APWA SPECIFICATIONS, CLASS B. PAVING ASPHALTIC SHALL BE
GRADE AR 4000 OR WET THE REQUIREMENTS OF SECTION 27.
' ASPHALTIC CONCRETE PATCHING SHALL BE MEASURED AND PAID FOR AT
THE CONTRACT PRICE, PER SQUARE YARD; PAYMENT OF WHICH SHALL
CONSTITUTE FULL COMPENSATION FOR THE RESURFACING COMPLETE,
INCLUDING SUBGRADE PREPARATION, PREPARATION OF AND CONNECTION TO
EXISTING PAVEMENT, BASE COURSE, TACK COAT, FINISHING AND ALL
NECESSARY INCIDENTAL WORK.
11.0 CONCRETE. BASE COURSE
1. GENERAL
CONFORM TO SECTION 37 OF THE STANDARD SPECIFICATIONS.
56
W 666 TECHNICAL SPECS. ,
NOVEMBER 1982
2. AREAS TO BE IMPROVED '
RAINIER AVENUE SHALL BE PATCHED WITH A PORTLAND CEMENT CONCRETE
BASE COURSE IF THE EXISTING ROADWAY USES A PORTLAND CEMENT ,
CONCRETE BASE COURSE. CEMENT THICKNESS SHALL BE THE SAME AS THE.
EXISTING (IF IT LS PR�SENT). CEMENT SHALL BE LAID OVER 6 INCHES
OF CRUSHED ROCK BASE COURSE. ,
1
1
57
STANDARD DRAWINGS
STANDARD DETAILS
1
1. FIRE HYDRANT ASSEMBLY
2 CONCRETE BLOCKING
1. TIE ROAD ATTACHMENTS
4. BLOW OFF ASSEMBLY
5. GENERAL MISCELLANEOUS DETAILS
6. DECHLORINATION
' 7. BLACKING FOR CONVEX VERTICAL BENDS
' R. PAVEMENT PATCHING
9. 12-INCH CATE VALVE INSTALLATION
1
1
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� M<Yn MII�I�
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1 IKYn
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1 Y �,cptrR X Ypt wono.
.uR pn'�4 wl.x
•v.e w,
1 PLAN ELEVATION
1 FIRE HYDRANT WARD POSTS
1 �
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• 1WXX n.R{{tlt M my{0.Mb{l 1,OY YWII•
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1 W1Y11.M 1 XNyP W4,�p YP tl abMt
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x•p bfxe 1p
_J FIRE HYDRANT ASSEMBLY
~ FILL
FIRE HYDRANT LOCATION IN
1 CUT OR FILL
1 WATER STANDARD DETAIL
CITY OF RENTON
1 ` {.•.t DEPARTMENT OF PUBLIC WORKS ....., .•,
' DGNDm m MUCKING SIZING PROCEDURE
• BriN
CAP
' MIM(r..^WrIrN Mlrwnt rW Mµ MI•r•ra1 a«.
NNnrr Y y ml�µ�h rM MIeF rr {�
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ra•Ir I«tM« M�iM an
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'
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e uara r r free II}• Am
90r NtNp
w.l.w M.W nr Nn.e Naw(r.wla.e!. FIGURE I
'f
pIW•r rmrn In MU IMrIx 40YE'. " C/ X VERTICAL KNix Wrn al[rtnn ta.•�flYa...!'.efldr a r x ��.. SEE ARNA V&NDAM KAN WBLOCNx(G
73
1 wM Yrn4 N(r..r.ae N l•AINI.wan.t TABLE 1
•Neal.I.mtfa
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wtl n w
rm IN.
r r INa wy
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3'4SIG 1 W If.!M I�,rp 4_n0 t.M INO
an•rnwn Iw•IN1.n.M NL la rn 11'W rex If.IW �i.aN -C.W
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t �u-rr r o'w Ia b.fw WYa. le.a«r Ifs 1n
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' WATER STANDARD DETAIL
' CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
•Ow11NR!aN
Ts no MUCTION TMI.E
' lln YYMIII iYw N 4111111 Y+rwY N,n wl -
1
r 111 P.{w H IIY N
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t 1�
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FIRE HYDRANT AND GATE YALVE
TIE ROD ATTACHMENTS
t
WATER STANDARD DETAIL
' + ".r CITY OF RENTON
....
" DEPART
MENT OF PUBLIC WORKS
vnRWY
hM OUY�YW
l hRl
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tw\n rruY� _' � � � wY••R•�w
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ELEVATION
' TEMPORARY 2" SLOW-OFF ASSEMBLY
1
WATER STANDARD DETAIL
CITY OF PENTON
DEPARTMENT OF PUBLIC WOMXl
GENERAL MISCELLANEOUS DETAILS
VALVE OPERATING NUT
EXTENSION DETAIL
SEl AETAN— _ 0.
:I
:1
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' WATER PLAN SETS
VALVE MARKER POST
ELEVATIONS
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WATER STANDARD DETAIL
CITY OF PENTON
DEPARTMENT OF PUBLIC WORKS
' DECHLORINATION
' rnun crrt wioaas 'wOuw OF awCus aaw4ft
' � N'w.Yv c,.�a..n.n.». NOer+l wn.;Vtny.y.r. �"�wiwr.:w.w.FawY«nan�MrMO eruw'q wn on b d.w�.lM wMaw d.\4 YnF Yqr.'
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1
' WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
Standard Drawinpa
1 E v. p»Msr1cY°Una ` w,,,,i'•�a,R�Awq
w,Ka was
15
ioo r. a tv.ac"n' f
sa n 22 20 n..,a, e
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17
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' STANDARD FUN NO.73
' Blocking for Convex
Vertical Bends
t
DIV.VI I 193
: e Standard Drawfa
rt ALFMLT Cloth Ito to tITUN10Yl
/t ANI "IN nVLA.111111IT PATCH
' CYl {HALL I/ V(NIIIAL Ml In
it"It 1.00111411 ASOMAIT IAIM V[ITICALLV STAAICAT LIN[1 AS OIAtt1LM.
I tItIIY{ ASPHALT PAV[MIYT COa0nli[ TESTING IOnfnilt PAV(Mf NT
rCOOinttU Uufxq nitl
IIHTIN EI610 0M/l O„ _ 1111 IT IYt I\P,x{INIIA i, YMIN MOP t0
e
t•. I.• i
COMPACTtO FRENCH SAQIILL ^
' ASPHALT COYOAITI OR .....WOYS A L T I R N A T
:Alt"LANI Rol FAI MIHI n1PLA0[MPII tY1 SFAII It VERTICAL
P' AWN IN STIAICNT LIM%n PXItA\ltl 0U MITI ITIp AS 0101itt0
III' VITM PNIYTIC PAYd MI\T 1Y1 CUTTER i OAY PLY{ l"
TIMING ASPHALT `IIISIIN{ CCMIAITI
NAY/Hint /AYt11IMT
VHtnt VIl1H OI PATCH It
LxIrfS ?"A L•
VFIAt PATCH II N. US e1Yt1 iMEEIt
MOAT IN YIOI.
1 COMPACtO TRINCN NACCPILL� tlaK
1
�RIOIO AYt11INT LI M ASPHALT
co:
COSTS SUtrAt(• A L T t A W A I l N • —tIMt MT tOHtalil PAY[Mi NTH
i YPICAI PAT CM FOA A1 { 10 PAY IITIXT
AS/M\lT COWfR T[ It 111110H1NOY1
PUFT MIl RMACIH/NT FATC, 11111IY0 ASPHALT COWtnITI
(•• AIR SURFACE
U if TI AC OIL MAt MIH 1
y lll{tlNt 114111
W MINW A"
aaaSM""it COMPRCttN TO[MCH 1tt VILL
tTVOICAL PATtM too ILtlN1l1 PAVEMENT
' CUtAAI NTL
t{NCRITI NIR {xAll tl CLASS t.f tl•1fl)H,13, 00 HOT SCALE
U tLAH 1I1.1/!) YF ICHIVP 1E 2011CIVl10.
plifftloot CITY OF RENTON
'CI MI MT COME RITC CLA{i ( I FM OAYUIf NT PATCH.,.
•n [uNrt MM,
"""Ll CONCOCT' CLASS `{' ran rAYutHT PATCH,-, Pavement Patching
nI raw
' LIroMI6out PLANT Nlt t00 IAVIMIIII PATCH..
•tl on
' Standard Plan No le
' /X1\1 NI\Y N wcnu s nw
Y11 Mf4\ cNlp4c,N\fw+ipr
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I
a�
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N I7[W N0
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W IVYI � r�P IM wR WM•
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`�fi14[rN•IMIIP[W Ipu4
_ N[MrIX IP c.N[11 JwN\I o
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. �MN[iP W?,.. . �?.p..'t]I[IRp rR[N\c,P Ww['::t�:� !P[•\NN Xll�w 4c\Y[,0
ELEVATION ELEVATMN
1
12" GATE VALVE INSTALLATION
WATER STANDARD DETAIL
CITY OF RENTON
' .11, V 11I,t DEPARTMENT OF PUBLIC WORKS „[
TECHNICAL SPECIFICATIONS
PACE NUMBER
1.0 GENERAL STATEMENT 44
2.0 STANDARD SPECIFICATIONS L4
3.0 EXISTING UTILITIES 45
4.0 WATER MAIN AND FITTINGS
1. GENERAL 45
2. DUCTILE IRON PIPE 45
• 3. PIPE FITTINGS 46
4. PIPE INSTALLATION 46
5. TESTING 47
6. DISINFECTION/DF.CHLORINATION 48
7. MEASUREMENT AND PAYMENT 48
5.0 TELEMETRY CONDUIT AND PULL BOXES
1. PVC CONDUIT 49
2. PALL BOXES 49
6.0 TRENCH EXCAVATION, REDDING AND RACKFILL
1. GENERAL 49
2. EXCAVATION 49
3. FOUNDATION PREPARATION AND BEDDING 50
4. TRENCH BACKFILL AND COMPACTION SI
5. SELECT TRENCH RACKFILL 52
6. UNSUITABLE FOUNDATION EXCAVATION 52
7,0 VALVE ASSEMBLIES
I. GATE VALVES (6" THROUGH 12") i3
2. VALVES AND VALVE MARKERS 53
3. MEASUREMENT AND PAYMENT 54
• 8.0 FIRE HYDRANTS 54
42
• 9.0 REMOVAL OF EXISTING STREET IMPROVEMENTS
!• GENERAL
PAVFMENT RE
!• PAVEMENT COSSTVAL 56
56
10.0 RESTORATION OF IMPRO D 55
SURFACES
!• GENERAL
AREAS TO BE
3. RESTORED 55
` TEMPORA" MC COLD MIX ASPHALT 55 PATCHING WIDTH
55
t l.n CONCRETE BASE COURSE 56
�• GENERAL
AREAS TO BE IMPROVED
56
57
•
•
43
TECHNICAL SPECIFICATIONS
1.0 GENERAL STATEMENT
THIS SECTION, TECHNICAL SPECIFICATIONS, IS DEVOTED
PECULIAR TO THE FACILITIES TO BE CONSTRUCTED FOR
TO CONDITIUNS WHICH ARE
ARTICLES, MATERIALS. W664,
ON THE DRAWINGS AS OPERATIONS, OR MTNEODP MENTIONED HEREIN OR INDICATED
CONTRACTOR, BEING REQUf RED FOR
WWII SHALL PERFORM ACCtFOR T ROJECT SHALL BE PROVIIIF.D R
OPERATION OF.SCRIBF,D AND PROyI DE To THE CONDITIONS Y THE
MATERIALS NECESSARY TO rygKF A COMPLETE ALL NECESSARY STALED IN EACH
LETE AND OPERABLE LABOR, EQUIPMENT AND
NO ATTEMPT HAS BEEN INSTALLATION,
COVERED By MADE IN THFSF. SPECIFICATIONS OR MATTER ANY SPECIFIC'
OR SUBCONTRACT, THE LIMITS PLANS TO SEGREGATE WORK
OF SPECIE IC AGREEMENT BFIWEEN OF ARRANGEMENTpRS, AND SIIgLL NOT ee BASBE UPON NH AC ARB SOLELY A
• ARRANGEMENT EACH CONTRACTOR AND H[S
SUBCONTRACTOR IN, OR OF THESE SPECIFICATl ANY
INCLUSION, g'
RACMR IN EACH CASE SEGREGATION OR
MAY BE DIVIDED B IS WARNED THAT 4 THE CONTRACTOR AND
SPECIFICATION BETWEEN SEVERAL GENERAL SPECIFICATIONSDAN IN ANY SUBCONTRACT
COVERED OR SUB-HEAU OF THE TECHNICAL SPECIE
BY TWO OR MORE SUBCONTRACTS SPECIFICATIONS EX THAT EACH DENERAL
WORK
SUBCONTRACT, OR WORK MAY INCLUDE HONK
[N EXCESS OF ANY ONE
2 0 STANDARD SPEC[F ICATIONS
ALL WORK UNDER THIS f.ONTRACT SHALL, IN GENE
WITH THE APPLICABLE PROVISIONS OF GENERAL, BE P'MUNICIPAL PUBLIC 4 THE 198I PERFORMED IN ACCORDANCE
CHAPTER, PROVISIONS
CONSTRUCTION" "STANDARD SPECIFICATIONS FOR
REQUIREMENTSAt1ERICAN PUBLIC WORKS PREPARt:D BY THE OF THE CITY OF ASSOCIATION, THE IN WASHINGTON STATE
OR SPECIFIED RENh1N. EXCEPT AS ACCORDANCE WITH THE
IN THESE TECHNICAL PROVISIONS SHALL BE PERFORMEDHERWISE DED IN ACCORDANCE
ACCORDANCE WITH THE FWITHETHE CISPECIFTY OF RED IN THE
REQUIREMENTS. MODIFIED,
APEM NTANbARU SPECIE[CATIONS, AND IN
3.O EXISTING UTILITIES
IF, IN THE PROSECI.?IO DRAINN OP THE S WORK, IT BECOME
. EXISTING SURFACE AGE, SEWERS DNDF.RORAINS,
NECESSARY TU INTERRUPT
CONDUIT, UTILITIES, OR
44
W 664 TECHNICAL SPECS.
NOVEMBER 1982
• SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHAL1 BE
RES`ONSLBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS, TO PROTECT AND
PROVIDE '"PORARY SERVICES FOR SAME. THE CONTRACTOR SHALL, AT HIS OWN
EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES Olt STRUCTURES DUE TO HIS
CONSTRUCTION OPERATIONS, TO THE SATISFACTION OF THE CITY; EXCEPT THAT WATER
AND SEWER LINES WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S
EXPENSE,
THERE ARE VARIOUS PLACES SHOWN ON THE CONSTRUCTION DRAWINGS WHERE THE NEW
WATERLINE WILL CROSS OR CONNECT TO EXISTING FACILITIES. ALL ,1ATION AND
LOCATION INFORMATION SHOWN IS CALCULATED FROM PRIOR CONSTR,;CT!ON RECORDS
WHICH ARE NOT ALWAYS ACCURATE. THEREFORE., ALL CROSSING OR CONNECTION
LOCATIONS MUST BE EXCAVATED AND VERIFIED BY THE CONTRACTOR PRIOR TO LAYING
OF PIPE IN THE NEAR VICINITY OF THESE CROSSING/CONNECTIONS.
4.0 WATER MAIN AND FITTINGS
1. GENERAL
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,
ALL PIPE, VALVES, FITTINGS, AND SPECIALS SHALL BE FOR WATER
WORKING PRESSURE AS DESCRIBED IN THE: FOLLOWING SPECIFICATIONS
AND FLANS AND SHALL ^.ONFORM TO THE REQUIREMENTS OF THE
APPLICABLE SECTIONS OF THE. APWA STANDARD SPECIFICATI iS AS
MODIFIED HEREIN.
2. DUCTILE IRON PIPE
DUCTILE: IRON PIPE SHALL CONFORM TO SPECIFICATION A21.51.-BI
(AWA C151).
DUCTILE IRON PIPE SHALL BF CEMENT LINED AND SEALED IN ACCORDANCE
WITH SPECIFICATION A21.4-1980 (AJWA C104-80), 12- PIPE. SHALL BE
1/16" CEMENT LINED.
THE PIPE JOINTS SHALL CONFORM TO SPECIFICATION A21.11-1980
(AWA Clll-80). PIPE JOINTS SHALL BE PUSH-ON JOINT, MECHANICAL
JOINT OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID
OPENING.
•
45
W 664
TECHNICAL SPECS,
NOVE:MBER 1982
• PIPE THICKNESS CLASS SHALL BE AS REQUIRED BY THE. BID PROPOSAL
DESCRIPTION,
7, PIPE FITTINGS
CAST IRON PIPE FITTINGS SHALL BE CLASS 250, AS PER
SPECIFICATION A21.10-1982 (AWA CIIO-821, FITTINGS SHALL BE
1/16- CEMENT MORTAR LINED IN ACCORDANCE WITH A21.4-1980 (AWWA
C104-80),
JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER ASA
SPECIFICATION A'1,11-1980 (AWA CI11-80),
THE ABOVE. SHALL HOLD TRUE UNLESS CALLED OUT OTHERWISE ON THE
PLANS ON IN THE BID PROPOSAL.
4. PIPE INSTALLATION
1. GENERAL
CONFORM TO SECTION 74 OF THE STANDARD SPECIFICATIONS EXCEPT
AS HEREIN MODIFIED, JOINTING SHALL CONFORM TO THE
MANUFACTURER'S RECOMMENDATIONS. CUT PIPE WITH APPROVED
PIPE SAWS ONLY. KEEP PIPE PLUGGED EXCEPT DURING ACTUAL
• PIPELAYING. THE INSPECTOR WILL STOP WORK UNLESS AN
APPROVED PLUG IS ON SITE AND AVAILABLE.
ALL PIPE FITTINGS AND VALVES SHALL BE: CAREFULLY CLEANED OF
ALL DIRT AND FOREIGN MATERIAL AS THEY ARE. PLACED, THE OPEN
ENDS OF PIPE AND FITTINGS SHALL BE PLUGGED WITH A TEMPDRARY
WATERTIGHT PLUG NHENEVER WORK IS STOPPED AND/OR WHEN WATER
IN THE TRENCH THREATENS TO ENTPv THE. PIPE, GROUNDWATER
SHALL BE EXCLUDED FROM THE PIPE AT ALL TIMES.
2. SPECIAL ANCHORACE
PROVIDE: CONCRETE. BLOCKING AT ALL FITTINGS AND HORIZONTAL. OR
VERTICAL ANGLE POINTS, CONFORM TO THE STANDARD DETAIL FOR
GENERAL BLOCKING HEREIN AND THE. APWA STANDARD DETAILS FOR
VERTICAL BLOCKS. ALL FITTINGS TO RE BLOCKED SHALL BE
WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC, CONCRETE BLOCKING
SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE
FORMING MATERIALS AND SHALL NOT BE POURED AROUND JOINTS,
THE FORMS SHALL BE STRIPPED PRIOR TO BACKFILLING. SHACKLE
RODS, WERE REQUIRED, SHALL BE INSTALLED WITH THE USE OF
SHACKLE LAGS. ALI, SHACKLE RODS SHALL BE GALVANIZED OR
COATED WITH TWO COATS OF ASPHALT VARNISH.
•
46
W 664 TECHNICAL SPECS.
NOVEMBER 1982
3. CONNECTION TO EXISTING PTPE AND STRUCTURES
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 TATF.RIALS NECESSARY TO
INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION
DRAWINGS. THE CONTRA,:TOR SHALL PERFORM THE EXCAVATION,
BEDDING AND SACKFILL AND PROVIDE. CONCRETE. BLOCKING FOR THE
CONNECTIONS TO EXTSTTNG MAINS, THE CITY WILL CUT THE
EXISTING MAIN AND ASSEINELF, ALI, MATERTALS.
5, TESTING
1. GENERAL
HYDROSTATIC PRESSURE AND LEAKAGE TESTS ON THE NEW PIPELINE
SHALL. BE MADE IN ACCORDANCE WITH APPLTCABLF. PROVISIONS OF
AWWA C-600-82 AND SECTION 74 OF THE APWA STANDARD
SPECIFICATIONS, EXCEPT AS MODIFIED HEREIN.
ALL EQUIPMENT NECESSARY TO MAKE THE TESTS SHALL BE
FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL
• CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE C1TY.
ANY BLOW-OFF ASSEMBLIES WHICH MAY BE REQUIRED FOR TESTING•
SHALL BE SUPPLIED BY THE, CONTRACTOR.
2. PRESSURF. TEST
PRIOR TO ACCEPTANCE OF THE SYSTEM, THE ENTIRE SYSTEM SHALL
BE SUBJECTED TO HYDROSTATIC PRESSURE TESTING AT 350 PSI.
ANY LEAKS OR IMPERFECTIONS DEVELOPED UNDER SAID PRESSURE
SHALL BE REMEDIED BY THE CONTRACTOR BEFORE FINAL ACCEPTANCE
OF THE SYSTEM. THE CONTRACTOR SHALL PROVIDF ALL NECESSARY
EQUIPMENT AND SHALL PFRFORM ALL WORK CONNECTED WITH THE
TESTS AND CONDUCT SAID TESTS IN THE PRESENCE OF A UTILITIES
DEPARTMENT INSPECTOR. INSOFAR AS PRACTICAL. TESTS SHALL BE
MADE WITH PIPE JOINTS, FITTINGS AND VALVES EXPOSED FOR
INSPECTION.
3. LEAKAGE TESTS
LEAKAGE TESTS SHALL BE MADE AFTER 'HE PRESSURE TESTS HAVE
BEEN SATISFACTORILY COMPLETED OS THE NEW PIPELINE OR
CONCURRENTLY WITH THE PRESSURE TEST. THE HYDROSTATIC
PRESSURE FOR THE LEAKAGE TESTS SHALL BE EQUAL TO 100 PSI.
•
47
W 664
TECHNICAL SPECS.
NOVEMBER 1982
• 6. DISINFECTIONIDECHLORIKATION
DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO
COMPLETION OF THE PROJECT AND SMALL BE IN ACCORDANCE WITH AWA
STANDARD SPECIFICATION C601-81 AND SECTION 74 OF THE APWA
STANDARD SPECIFICATIONS, TIM
AND SMALL HEST E ACCEPTANCE OF THE
STATE OF WASHINGTON, DEPARTMENT OF HEALTH. THE INITIAL
CONCENTRATION OF CHLORINE IN THE LINE SHALL BE 50 PARTS PER
MILLION AND THIS SOLUTION SHALL RE HELD FOR A PERIOD OF 24
HOURS. DISINFECTION OF THE ENTIRE. WATER SYSTEM INSTALLED OR
DISTURBED UNDER THIS CONTRACT, INCLUDING, PIPE, PIPE 'ITTINCS,
VALVES AND APPURT°NANCES, IS REQUIRED TO CONFORM WITH THE
SPECIFICATIONS STATED HERF;N.
DECHLOBINATION OF AIL WATER USED FOR DISINFECTION SHALL BE
ACCOMPLISHED IN ACCORDANCE WITH THE STANDARD DETAILS, INCLUDED
IN THIS DOCUMENT,
7. MEASUREMENT AND PAYMENT
THE PRICE. PER LINEAR FOOT FOR FURNISHING AND INSTALLING THE
WATER PIPE, OF SIZE AND QUANTITY LISTED IN THE BID SCHEDULESHALL ,
COMPLETE, INCLUDING:TUTE FULL COMPENSATION
PAVEMENT F WATER REMOVAL, NE EXCAVATION,
• TRENCHING, NATIVE BACKFILL, FOUNDATION PREPARATION, COMPACTION,
PIPE, PIPE LAYING AND JOINTING; SHEETING, SHORING AND
DEWATF.RING, CONNECTIONS TO EXISTING PIPING, ANO FIIRNISNING. AND INSTALLING ALL FITTINGS. PIPE MEASUREMENTS A MA R 1.N FITTINGS AND THEREFORE. DO NOT REPRESENT THE ACTUAL EXACT PIPE
LENGTHS TO RE INSTALLED, THE COST FOR GUARD RAIL, MAILBOX,
SIGN, OR OTHER OBSTACLE REMOVAL AND REPLACEMENT SHALL 85 INCIDENTAL TO THE PROJECT.
CONCRETE BLOCKING SHALL RE MEASURED AND PAID FOR AT THE
APPLICABLE CONTRACT PRICE, PER CUBIC YARD; PAYMENT OF WHICH SHALL Cc*�TITUTE FULL COMPENSATION FOR FURNISHING THE MATERIAL
IN PLACE, COMPLETE.. ALL TIE RODS, EXCEPT THOSE USED IN HYDRANT
ASSEMBLIES, SMALL BE MEASURED AND PAID FOR AT THE APPLICABLE
CONTRACT PRICE., PER LINEAR FOOT; PAYMENT OF WHICH SHALL
CONSTITUTE FULL COMPENSATION FOR FURNISHING THE MATERIAL,
INCLUDING; SHACKLE LUGS, IN PLACE., COMPLETE.,
48
W 664
TECHNICAL SPECS.
NOVEMBER 1982
• 5.0 TELEMETRY CONDUIT AND p ULL BOXES
1• PVC CONDUIT
CONDUIT SHALL BE 3-INCH RIGID UNPLASTICIZED POLYVINYL CHLORIDE
CONDUIT, SCHEDULE A0, HE COND
AND SMALL BE SUITABLE FOR DIRECT BURIAL,
CONDUIT SHALL COMPLY WITH ASTM D178S. T
PROVIDED IN 10-FOOT LENGTHS O UIT MAY BE1HS R 20-POOP LENGTHS AT THECONTRACTOR'S OPTION AND SHALL BE SOLVENT WELD JOINTS,
THE CONDUIT SHALL BE INSTALLED IN THE SAME TRENCH AS THE
WATERLINE, WITH AN 18-INCH MINIMUM COVER, AND SHALL BF. INSTALLED
TO THE SIDE OF THE TRENCH TO FACILITATE FUTURE EXCAVATION TO THE
WATERLINE WITHOUT DISTURBING THE. TELEMETRY CONDUIT.
ALL CONtn•IT SHALL BE EOOIPPED WITH PULL CORDS AT THE. COMPLETION
OF THE CONTRACT FOR FUTURE INSTALLATION OF TELEMETRY WIRES.
2. PULL BOXES
PULL BOXES SHALL BE EQUAL TO RENTON CONCRETE PRODUCTS N0,
1728-12RF AND N0. 1728-12H WITH A DI MOND PLATE. COVER. INSTALL
OVER THE CONDUIT AS SHOWN ON THE PLANS, PROVIDE A PULL. BOX AT
. ALL CHANGES IN THE CONDUIT DIRECTION, 250 FOOT MAXIMUM SPACINGS,
OR AS SHOWN ON THE PLANS.
6.0 TRENCH EXCAVATION BFDOING ND tl-tom_ A ACKFILL
1, GENERAL
TRENCH EXCAVATION, BACKFILL, FOUNDATION PREPARATION AND BEDDING
FOR THE. WATER LINE AND APPURTENANCE.$ SMALL NE
THE APPLICABLEIN ACCORDANCE; WITH
PROVISIONS OF SECTION 73, APWA STANDARD
SPECIFICATIONS, EXC'.pT AS MODIFIED HEREIN,
=• EXCAVATION
THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE
CHARACTER, QUANTITY. AND DISTRIStTION OF Al MATERIAL TO BE
EXCAVATED. NO PAYMENT SHALL BF MADE FOR MATERIAL WHICH IS USED
FOR PURPOSES OTHER THAN THOSE DESIGNATED. SHOULD THE CONTRACTOR
EXCAVATE BELOW THE DESIGNATED LINES AND GRADES
APPROVAL, HE SHALL REPLACE WITHOUT PRIORSOCH EXCAVATION WITH APPROVED
MATERIALS, IN AN APPROVED MANNER AND CONDITION, AT HIS OWN
EXPENSE.
•
49
W AA4
TECHNICAL SPECS,
NOVEMRFR 19R2
• THE "GINNIE SHALL HAVE COMPLETE CONTROL OVER THE EXCAVATING,
MOVING, PLACING AND DISPOSITION OF ALL MATERIAL, AND SHALL
DETERMINE THE SUITABILITY OF MATERIAL TO BE USED AS SACKPILL.
ALL LNSUITABLF. MATERIAL SMALL BF. WASTED AT A SITE PROVIDED BY
THE CONTRACTOR.
EXCAVATION OF EVERY DESCRIPTION, CLASSIFICATION AND OF WHATEVER
SUBSTANCES ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT, SMALL
BE PERFORMED TO THE LINES AND GRADES NECESSARY FOR %BA60IiNT,
PIPE BEDDING AND STRUCTURES, AND AS INDICATED ON T .d DRAWINGS.
TEMPORARY DRAINS AND DRAINAGE DITCHES SHALL BE INSTALLED TO
INTERCEPT OR DIRECT SURFACE WATER WHICH MAY AFFECT THE PROMOTION
OR CONDITION OF THE WORK, ALL EXCAVATED MATERIALS NOT MEETING
THE REQUIREMENTS FOR BACKFILL AND ALL EXCESS MATERIALS SHALL BF.
WASTED AT A SITE PROVIDED BY THE CONTRACTOR,
NO SEPARATE OR EXTRA PAYMENT OF ANY KIND WILL BE MADE FOR
STORING, HANDLING, HAULING, MANIPUI ATION
MATERIALS. OR WASTEOF EXCAVATED
T. FOUNDATION PREPARATION AND BEDDING
FOUNDATION PREPARATION SHALL BE APPLICABLE PROVISIONS UP IN ACCORDANCE. WITH TR
SECTION 7T, APWA STAMDAR'>
. SPECIFICATIONS, EXCEPT THAT THE BOTTOM OF 111E TRENCH MUST 09
SHAPED TD UNIFORMLY SUPPORT THE THROUGHOUTBOTTOM QUADRANT OF THE Pipe
ITS ENTIRE LENGTH.
IF UNSTABLE OR UNSUITARL? MATRRIAL IS ENCOUNTERED AT THE TRENCH
BOTTOM THE CITY MAY DIRECT THE USE. OF SELECT BEDDING MATERIAL IN
ACCORDANCE WITH THIS SECTION, WET TRENCH CONDITIONS WILL NOT
NECESSARILY BE CONSIDERED AS AN INDICATION OF CONDITIONS. THE TRENCH SHALL BR DEWATERED AND AN [NUNSTA UNSTABLE
ON
MADE BY THE CITY TO DETERMINE THE. SUITABILITY OF THE TRENCH
MATERIAL. ALL COSTS FOR DEWATERING SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. THE PRIC,, PER TON FOR SELECT BEDDING
MATERIAL SHALL BE FULL COMPENSATION FOR SELECTING THE SOURCE,
FURNISHING AND PLACING THE MATERIAL AS OUTLINED IN SRCTION
77-2.02B AND SHALL BE THE SAME UNIT PRICE AS THAT FOR SELECT
BACKFILL.
SELECT BEDDING MATERIAL SHALL BE CLEAN SAND AND (RAVEL MIXTURE
A
FREE FROM ORGANIC MATTER AND CONFORMING TO THE GRADATION WHEN TESTED IN ACCORDANCE WITH ASTM D-422: FOLLOWING
•
50
W 664 TECHNICAL SPECS,
NOVEMBER 1962
. U.S. STANDARD SIEVE SIZES PERCENT PASSING BY WEIGHT
3/4 INCH 100
3/8 INCH JO - 100
0 4 55 - 100
1 IO 35 - 95
1 20 20 - BO
/ 40 10 - 55
#100 0 - 10
0200 0 - 03
4. TRENCH BACKFILL AND COMPACTION
1. GFNERAL
EXCAVATED MATERIALS ThAT ARE FREE. FROM MUD, MUCK, ORGANIC
MATTER, BROKEN BITUMINOUS SURFACING, STONES LARGER THAN R
INCHES IN DIMENSION AND OTHER DEBRIS SHALL BE USED FOR
BACKFILL EXCEPT WHERE OTHERWISE REQUIRED.
2. INITIAL BACKFILL
INITIAL RACKFILL SHALT, RE PLACED AROUND THE PIPE IN LAYERS
NOT EXCEEDING EIGHT INCHES IN DEPTH AND EACH LAYER SHALL 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
DESIGNATION D698-58T, METHOD D. ALL WORK RELATED TO THE.
TESTING OF THE COMPACTION, INCLUDING PROCTOR TESTS AND
COMPACTION TESTS SMALL BE TAKEN ON THE PIPE TRENCH AREAS.
THE LOCATIONS OF THE TESTS SHALL. BE SELECTED BY THE
CITY IF ONE OR MORE TESTS DO NOT MEET THE SPECIFICATIONS AS
STATED ABOVE, ADDITIONAL. TESTS WILL RE TAKEN AS REQUESTED
BY THE, CITY AT THE CONTRACTOR'S EXPENSE.
1. SUBSEQUENT BACKFILL
ALL SUBSEQUENT BACKFILL UNDER STREET AND SHOULDER AREAS
SHALL BE PLACED IN LIFTS NOT EXCEEDING EIGHT INCHES IN
LOOSE DEPTH AND EACH LIFT COMPACTED TO AT LEAST 95 PERCENT
OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS
DETERMINED BY AST!' DESIGNATION 0698-58T, METHOD 0. IN
PLACE DENSITY DETERMINATION SHALL BE MADE IN ACCORDANCE
WITH AM DESIGNATION 01556-58T, 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 9ECTIDN ON INITIAL BACKFILL.
•
51
W 664
TECHNICAL SPECS.
NOVEMBER 1982
• 4. PAYMENT
NO SEPARATE EXTRA PAYMENT OF ANY KIND WILL BE MADE FOR
COMPACTION, 'ING, DRYING, WATER OR PROCESSING OF
MATERIALS B� iALL BE INCLUDED IN THE APPLICABLE. UNIT
PRICE PAID FOR THE WATER LINE IN PLACE, COMPLETE.
S. SELECT TRENCH BACKFILL
SELECT 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 CITY. SELECT TRENCH BACKFILL SHALL
MEET REQUIREMENTS FOR BANK RUN GRAVEL, CLASS -B", AS OUTLINED IN
SECTION 26-2.01 OF THE STANDARD SPECIFICATIONS.
THE HORIZONTAL LIMITS FOR MEASURING SELECT TRENCH BACKFILL IN
PLACE SHALL BE THE SIDES OF THE EXCAVATION EXCEPT NO PAYMENT
WILL BE MADE FOR MATERIAL REPLACED OUTSIDE OF VERTICAL PLANES,
1.0 FOOT OUTSIDE OF AND PARALLEL TO THE BARREL OF THE PIPE AND
NOT THE BELL OR COLLAR.
ANY EXCAVATION IN EXCESS OF THE. ABOVE REQUIREMENTS SHALL BE
• REPLACED WITH THE NATIVE MATERIAL OR SELECT SACKFILL, AS
DIRECTED BY THE CITY AND AT THE CONTRACTOR'S EXPENSE, SELECT
BACKFILL SHALL BE PLACED ONLY IN THOSE PLACES DESIGMATFD BY THE
CITY.
THE PRICE PER TON SHALL BE FULL COMPENSATION FOR SELECTING 'THE
SOURCE, FURNISHING AND PLACING THE MATERIAL AS OUTLINED IN
SECTION 26-2.01 OF THE STANDARD SPECIFICATIONS. NO SEPARATE
PAYMENT OF ANY KIND WILL BE MADE FOR COMPACTING, WETTING,
DRYING, WATER PROCESSING OF MATERIALS OR REMOVAL OF UNSUITABLE
SOILS,
6. UNSUITABLE FOUNDATION EXCAVATION
UNSUITABLE MATERIALS SHALL BE EXCAVATED BY THE CONTRACTOR AS
DIRECTED BY THE CITY TO GIVE THE COMPACTED BACKFILL FULL BEARING
ON SOLID GROUND. OLD FILLS, WASTES, OR UNSUITABLE. MATERIALS,
INCLUDING LOGS, STUMPS, PEAT OR MUCK WILL BE EXCAVATED WHEN, IN
THE JUDGMENT OF THE CITY, THESE MATERIALS WILL IMPAIR THE
STABILITY OF THE BACKPILL.
ALL COSTS AND EXPENSES INVOLVED IN DISPLACEMENT OR REMOVAL OF
UNSUITABLE MATERIALS SHALL BE INCIDENTAL 7 THE. COST OF THE
WATERMAIN. NEITHER SEPARATE. OR EXTRA PAYMENT OF ANY KIND WILL
BE MADE FOR STORING, HANDLING, MAULING OR MANIPULATION OF
. UNSUITABLE EXCAVATION.
52
W 664
TECHNICAL SPECS,
NOVEMBBR 1982
• 7.0 VALVE—_`EMBIIES
1. GATE VALVES
GATE VALVES SHALL BE IRON BODY, BRONZE
NON-RISING STEM WITH RING PACKING
S PECIF ICA7i0N MOUATBD' DOIOLE-DISC,
MINIMUM WATER OPg500-B0,^O ALL VALVES SHALLC BE DESIGNETo
D FOR(PSI)' GATE VALV85TS PRgS3URE OF 200 POUNDS PER SQUARE INCH
GROUNDHOG, OR APPROVED LB BE MUELLF.R COMPANY, N0,VAULT AND 1" BYPASS INSTA QUAL SHq WATER A-2J80, PRATT
CATION, STANDARD DETAIL FOR
2• VALVES AND VALVE. MARKERS
VALVE, INSTALLATION SHALL BE IN ACCORDANCE. WITH SHCTION 75 OF THE
STANDARD SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.
40% AND EXTTENSI
ALL LATE EXTENSION*
SHALL INCLUDE AN R" X 'S. AS REOUIRgp, 24 CAST
ONS
IRON GATE VALVE
ALL VALVES SHALL HAVE VALVE, BOXES AND EXTENSIONS
• MARKERS WITH DISTANCES CLEARLY MARRED IN
STANDARD DETAIL TITLED, AND VALVE.
IS INCLUDED IN THISCBNERAL MISCEI.LAlI AOU&ORRNCE WITH THE
DOCUMENT. DETAILS% WHICH
i• MEASUREMENT
AND PAYMENT
HYDRANT AUXILIARY GATE VALVES WILL BE PAID FO
HYDRANT ASSEMBLIES.
R UNDER FIRE
ALL OTHER ICA VALVE ASSEMBLIES SHALL Bg MEASURED AND PAID FOR
AT SHALL
APPLICABLE UNIT PRICE PER EACH RE IN P
SHALL CONSTITUTE FULL CO
MpF,NSATION F
CONCRETE VALVE LACE' COMPLETE WHICH
COMPLETE. INSTALLATION, AND ALL OTHER RNF.CB.SS E YOXACCESSORIESANXTRSIORSq
8.0 FIRE HYDRANTS
FIRE HYDRANTS SI .LL BE COREY TYPE (OPENING WITH THE AWWA C-504-8U WITH A 6 INCH INLET AND A M.V,O,
HOSE NOZZLES WITH NATIONAL STA PRESSURE) CONFU
PUMPER N077.LE W[TH THE LARD )- OP 5 INCHES, TWO 2_IR/M2NG TO
V• THRHADS, NEW SRATTLE p 1/2 THREADS PER INCH AND ONE 4 INCH
• 0•D• THREAD 4.875 AND AiDTAMTERN b THREADS PER INCH
ROOT DIAMETER 4.6261. i_1/4C INCHO DRrjtEEq
pERTAGON
53
W 664
TECHNICAL SPECS,
NOVEMBER 1992
. OPERATING NUT AND OPENING BY TURNING COUNTER CLOCKWISE (LEFT). HYDRANTS
SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISF.
SPECIFIED IN BID PROPOSAL DESCRIPTION.
FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE AND PROVISIONS SHALL BE MADE FOR
DRAINAGE OF BSRFEL TO PROTECT UNITS FROM FREEZING, FIRE HYDRANTS SMALL BE
OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO
PIPING IN TRENCHES 3-I/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. FIRE
HYDRANTS SHALL BE IOWA, PACIFIC STATES OR APPROVED EQUAL. APPROVAL MUST BE
OBTAINED PRIOR TO BID OPENING.
FIRE HYDRANT ASSEMBLY SMALL. INCLUDE C.I TEE (NJ X FL), 6" GATE VALVE (FL X
NJ). 6" C.I. SPOOL (PE X PE), 5" MVO FIRE HYDRANT (NJ CONNECTION), 8" X 24"
C.I. GATE VALVE BOX, AND 3/4 INCH SHACKLE RID WITH ACCESSORIES AND TWO
CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SPECIAL ANCHORAGE
OF THIS SECTION,
THE HYDRANT SHALL BE FOR A 4-1/2 FOOT BURY UNLESS OTHERWISE NOTED ON THE
PLAN. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED
TO THE. CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED WHITE.
THE CITY OF RENTON STANDARD DETAIL FOR HYDRANT ASSEMBLY AND HYDRANT GUARD
POSTS IS BOUND IN THESE SPECIFICATIONS.
FIRE HYDRANT ASSEMBLIES SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE:
• UNIT PRICE PER EACH, IN PLACE, COMPLETE, WHICH SHALL CONSTITUTE FULL.
COMPENSATION FOR TEE, VALVE, VALVE BOX, SPOOL, FIRE HYDRANT, SHACKLING,
INSTALLATION OF BLOCKING, BRACING DRAINS, FITTINGS AND ALL OTHER NECESSARY
ACCESSORIES FOR A COMPLETE INSTALLATION.
9.0 REMOVAL OF EXISTING STREET IMPROVEMENT
1. GENERAL
CONFORM TO SECTION 52 OF THE: STANDARD SPECIFICATIONS.
2. PAVEMENT REMOVAL.
THE. CONTRACTOR SHALL INFORM AND SATISFY HIMSE:I.F AS TO THE
CHARACTER, QUANTITY AND DISTRIBUTION OF ALL PAVEMENT REMOVAL,
REMOVAL OF EXISTING PAVEMENT SHALL COVER ALL. TYPES AND
THICKNESSES OF PAVEMENT.
CLT 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 SMALL HAVE CLEAN
VERTICAL FACES.
•
54
W 66A
TECHNICAL SPECS.
NOVEMBER 1982
• 3. PAVEMENT COST
ALL COST OF PAVEMENT REMOVAL SHALL BE CONSIDERED INCIDENTAL TO
THE CONTRACT COST.
10.0 RESTORATION OF IMPROVED SURFACES
1. GENERAL
CITY STANDARDS SHALL BE USED WHERE MODIFICATIONS TO SECTION 54
OF THE STANDARD SPECIFICATIONS ARE APPLICABLE. ROADS, STREETS,
SIDEWALKS, DRIVEWAYS, SHOULDERS AND ALL OTHER SURFACED AREAS
REMOVED, BROKEN CAVED-IN, SETILEO, OR OTHERWISE. DAMAGED DUE TO
THE INSTALLATION OF IMPROVEMENTS COVEPFD BY THIS CONTRACT, SHALT.BE REPAIRED AND RESURFACED TO MATCH THE EXISTING PAVEMENT OR
LANDSCAPED AREAS AS SET FORTH IN THESE SPECIFICATIONS.
THE ENDS AND EDGES OF THE PATCHED AND RESURFACED AREAS SHALL.MEET AND MAT 01 THE RXISTING SURFACE AND GRADE, AND SMALL
TERMINATE. IN NEAT, EVEN LIES PARALLEL T0, AND AT RIGHT ANGLES
TO THE LL BE
ALLOWED.ROAMED, DISTURBED OR OTHERWISE G AFFECTED
MI OR AAREA IR I SHALL
• HAVE THE EDGES OF EXISTING PAVEMENT TRIMMED BACK 10 PROVIDE
CLEAN, SOLID, VERTICAL FACES, FREE FROM LOOSE MATERIAL.
2. AREAS TO BE RESTORED
I. EXISTING ASPHALTIC CONCRETE SURFACES SMALL BE PATCHED WITH
2 INCHES OF ASPHALTIC CONCRETE CLASS B OVER 4 INCHES OF
CRUSHED ROCK BASE COURSE.
2. EXISTING SHOULDERS AND EXISTING GRAVEL SURFACES SMALL OF
REPAIRED WITH 4 INCHES OF CRUSHED R(X.K SURFACING.
1. EXIF-ING PORTLAND CEMENT CONCRETE SURFACES (CURB AND GUTTER
AND SIDEWALK) SHALL BE REPAIRED WITH PORTLAND CEMENT
CONCRETE TO MATCH THE EXISTING„
3. TEMPORARY MC COLD MIX ASPHALT
MC COLD PREMIXED ASPHALTIC CONCRETE SMALL RE REQUIRED IN
PAVEMENT AREAS FOR TEMPORARY PATCHING ON THIS PROJECT, WHERE
DIRECTED RY THE CITY.
FURNISHING AND INSTALLING NC COLD MIX SHALL BE CONSIDERED
INCIDENTAL TO THE CONTRACT COST,
•
$5
W A66 TECHNICAL SPECS.
NOVEMBER 1982
•
4. PATCHI NF WIDTH
THE MAXIMUM PATCHING WIDTH IN TRENCH AREA WILL BE lO FEF.'I,
EXCEPT AS REQUIRED BY CITY STANDARDS. ANY PATCHING DONE BEYOND
THIS LIMIT WILL BE DONE AT THE CONTRACTOR'S EXPENSE.
I. ASPHALTIC CONCRETE SURFACING
THE FINISHED PATr SMALL. PROVIDE A MINIMUM THICKNESS OF 2 INCHES
OF ASPHALTIC CONCRETE OVER RIGID PAVEMENT, OR IN ACCORDANCE WITH
THE LATEST CITY ROADWAY STANDARDS. SECTION 54-3.03 OF TH':
STANDARD SPECIFICTIONS SMALL SE USED,
BEFORE PLACEMENT OF THE ASPHALTIC CONCRETE PATCH, THE BASE
COURSE MATERIAL SHALL BE SHAPED TO THE SA14F. SECTION AND SLOPE AS
THE FINISHED GRADE AND COMPACTED TO 100 PERCENT MAXIMUM DRY
DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD
PROCTOR COMPACTION TEST, ASTM DESIGNATION D698, METHOD D.
THE. ASPHALTTC CONCRETE PATCH SHALL BE PLACED OVER THE CONCRETE.
BASE SO AS TO OBTAIN A MINIMUM THICKNESS AFTER COMPACTION OF 2
INCHES AND SHALL MATCH THE EXISTING SURFACING. THE ASPHALTIC.
• CONCRETE SHALL BE ROLLED AND CROSSROLLED TO OBTAIN THOROUGH
COMPACTION. THE EDCES OF THE PATCH SHALL BE SEALED WITH
ASPHALTIC GRADE RC 70.
ASPHALTIC CONCRETE SHALL BE HOT PLANT-MIX, CONFORMING TO SECTION
34, APWA SPECIFICATIONS, CLASS B. PAVING ASPHALTIC SHALL BE:
GRADE. AR 4000 OR MEET THE REOVINEMF.NTS OF SECTION 27.
ASPHALTIC CONCRETE PATCHING, SHALL. HE MEASURED AND PAID FOR AT
THE CONTRACT PRICE:, PER SQUARE YARD; PAYMENT OF WHICH SHALL.
CONSTITUTE FULL COMPENSATION FOR THE RESURFACING COMPLETE.,
INCLUDING SUBGRADE PREPARATION, PREPARATION OF AND CONNECTION TO
EXISTING PAVEMENT, RASE COURSE, TACK COAT, FINISHING AND ALL
NECESSARY INCIDENTAL. WORK.
Il_`o CINCRETE BASE COURSE
i. GENERAL
CONFORM TO SECTION 37 OF THE STANDARD SPECIFICATIONS.
•
4A
Y 664 TECHNICAL SPECS.
NOVEMBER 1982
•
2. AREAS TO BE INPROVEU
RAINIER AVENUE SMALL BE PATCHED WITH A PORTLAND CEMENT CONCRETE
BASE COURSE IF THE eXISTINC ROADWAY USES A PORTLAND CEMENT
CONCRM BASE COURSE. CEI4ENT THICKNESS SHALL BE THE SAME AS THE
EXISTING (1P IT IS PKLSENT). CEMENT SHALL BE LAID OVER 4 INCHES
OF CRUSHED ROCK BASE COURSE.
•
•
57
SPEED LETTER
"_------._.___ DATE:-
SUBJECT:
i
OF ReM
OFFICE OF THS CITY ATTORNSYe R&NTON.WASHINGTON
U p } y
.•fr Onica fm ftf .N f M nqr • w.+d ++tw.sro, Mf+ tff.Mw
LAWRENCF 1 WARREN. c+.urar.
u. DA KELLOC.G, uunw err.n•rer
�n
yP DA M DEAN. qua+.wr nr..ere�yr 9[/tE MARK
[ BARBER. NUPr.r c+..np•.+f.
June 20, 1983 ZANETTA L FONT=. ,.•.., . ar..r+••y.
TO: Ron Olsen, Utility Engineer
FROM: Lawrence .T .larren, City Attorney
Dear Ron .
I have reviewed contract No. W-664 - Rainier Avenue 12" Pipeline
Extension wherein the successful bidder was Rohl Excavating.
I note that the Certificate by proposed contractor, subcontractor
and supplier regarding equal employment opportunity was not
1Ompleted as to paragraphs 1, 2 and 3. The answers to paragraphs
1p0ppppaonod 2 are included in the Certificate of Equal Employment
f�lladulnty rtport two pages later and eo those items may be
rectly. Rohl Excavating has been the successful
bidder un other City projects and I know that item No. 3 has been
checked yes" in the past. Perhaps you would like to check with
them and aat if they would not fill in that one form. Once that
is done the contract is approved as to legal form,
Lawrence J. Warren
LJW:nd
Encl.
cc: Mayor
*to
Fi
✓uN2^ I,to
'k dq
tR
OF RA.
`1 t�
t� .} PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENG-NEERING 0 235.2631
F WJNICIPALBUIL04NO 2110MILLAVE.20. IIENTON.M/AEMeeoge
e
10 SE o'',e
BARBARA Y. Sn,NPOC.
Lune 10, 1981
MAYOR
MEMORANDUM
TO: Larry Marren, City Attorney
VIM Ron Olson. utility tatlaser
SUMCT' Y-861 Rainier Avenue 12e f Spelloe t:unelon
Please review the attached cont-"" ae to lepl fora. Thank you.
oo• un
Allickd
Enclosure
Imo. SCNFDULE OF PRICES
5OUT4-132nd STRFf+
(Note: Unit prices for all items, all extensions, and total
amount of bid must be shown, Show unit prices in both words
and figures and where conflicts occur, the wirtten or typed
words Shall prevail .)
NO. ITEM QUANTITY PRICE T07AL
1 . Furnish and install 12" Class 52 3J0 L.F.
Ductile Iron Main (Tyton Joint)
(Section TP-04)
S s 7A!i'h.F.
2. Furnish and Install 16" Class 52 105 L.F.
Ductile Iron Main (Tyton Joint)
(Section TP-04)
3. Furnish and Install Select 140 TONS
Backfill (Section TP-05)
S S_'L /TDN $
Ii—er T n TbI6RT37 — _
4, Furnish and Install Asphaltic III S.Y.
Concrete Surface Restoration
(Section TP-09)
5 S_1�/s.Y.
ep��rt,—
5. Remove and Replace Concrete Curb 30 L.F,
and Gutter (Section TP-09)
S
Per -- S_ _/L.F,
6. Remove and Replace Concrete 16 L.F.
Sidewalk (Section TP-09)
S
Per , 2�/L.F. $
Legal ►nd Bid Odcunnts
11
SCHEDULE OF PRICES, ,SOUTH 132nd coot
STREET
WATER TRAIN EX TENSION
NO• ITEM
7.
Lands QUANTITY
! (Section P-0'o atlon PRICE TOTAL
on Tp_
S
8 Furnish and Install
L �'
Blocking (Section TD�04c re to E Soo^
E ) 14 C.Y.
er
g. Furnish and Install 12"
Valve Assem6l E—�-Q�./C.Y. E�400
Y and Vault Oate
(Section 7P-06) 2 Ea
!O. Furnish and Install " ,y,B.F Assembly E /Ed Furni S�
(Section TP.06)a^d V16ault I Ea
S
11. Furnish and install 5-1/4., MVO
Eir Q7/Ea
(Section iP-07�semhly
2 Ea
E
SUB TOTAL -
6.5% SALES TAX SZ54.2
TOTALThe
ays awarded him
ina et°inExecution.10 ays hereby
andagrees
c ompleteart construction work E '� ..
dM
Ddtp
the wark this
within 30 consecutive"oject if
working
cunt.
Legal and Bid Documents
(Non-FHWA Only)
•
CITY OF RENTON CALL FOR BIDS
Rainier Avenue 12" Pipeline Extension - W-664
Seal
111 be
CityeClerkSswOffice and willbe until
opened0IndmKa
Room. Renton Municipal Build in Publicly read In the at the
9. 200 Mill Ave. South. [h Floor Conference
The work to be performed within 60 working under this contract shall Include, but g days from the data of
not be limited to: commencement
A• FURNISHING AND INSTALLING APPROXIMATELY 485 L.F. OF 12-INCH
DUCTILE IRON PIPE AND APPURTENANCES.
B. FURNISHING AND INSTALLING APPROXIMATELY 168 L.F. OF 3-INCH Pvc
TELEMETRY CONDUIT AND APPURTENANCES.
The City reserves the right to rejuct any and/or all bids and to waive any and/Or
•Approved plans and specifications
at the Public Works De and form of contract documents may deposit of $ each
sot office at the Renton MunicipalY be obtained
deposit will 6e5 ref' each set plus $ 4 nn _ to cover Building for a
dition within unded upon return of the Plans Postage, If mailed. The
thirty days alter bid opening and If
in
refunded. 9• The mailing charge will not be con-
A certified check or bid bond in the amount of five percent amount Of each bid must accompany each bid. (A) of the total
The City's Fair Practices and Non-Discrimination eolicfes shall apply.
City Clark
►ublishad:
Record Chronicle: April 22, 1983
April 29, 1983
Daily Journal of
Commerce: April 22, 1983
• April 29. 1983
RH2 ENGINEERING, P,S, V42 ENC . �5 ft�f�' n r fp r
See A". i.to MAni:, i tt� LLLG ll UtLW Wif UWQU� UW�UUQ S
C:ft'WE-WA9FlINgjgN.g�gg�o. Q SOx ifae
xN1xLAN0, WASHINGTON "M
Jan 14 19e3 5308),0
a">
`O CITY OF RENTON Olsen. _
W 664
_ (hand-delivered —�— 1- -, -------
Rainier Ave. 12" Pi cline Extension
Ori anal S ct•tea,x{one __ _
WE ARE SENDING YOU `
X Attached Under separate cover v.a
Shop drawrnas —'--ins Iollq[aee Gems.
Pnnta I- Plans
Copv oI letter Chance rude,
Samples it Swincateons
x: on
CUPI[S 1 WY[ NU.
I i ' DESCePry UN
Original specifications for Rainier Ave. 12"
111W664 pi pel lne extension- i
-- 1 Cover/index ...-_ ....
--- - 2 Vicinity map/call for bids -
_ — 3 Schedule of prices
Special Provisions
S Technical Specifications
6 Stone of Work
THESE ARE TRANSMITTED as che[ked balm,
For approval
App,nvrd as submrltod
Far your use A Resubr nt. .._copies Inv appfoval
- PMavml as noted submd
As requested Returned for c,,Wt,o,, copies for dstnbutwn
m
For review and commend For reproduction Return corrected prints
x _
REMARKSFOR alos DUE _
19 PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNErr/
v..rk... a a,a...pe. .,m,Pure. >
•
PAYMENT SCHEDULE
•
PROJECT:- Qe�N��z Ate. Moss rat. Prof , N t�l'roe.4
ACCT, # 4'4004/s $34 9a w 47 Totol Cost of Project: s 3 4�0 °=
•
P4Y€ ►turront N _ Dote t AA nuot Balance
3 49C"
• (ZA, r=H61hWAAAfl, Amu. s, I%L 28J.i9 3 Z04 'i
S!/( 2J A59._ lJO-09 W I� tom.
•
p000nvo.,� I ( gao. ca) s xe !_
Cu 43 AM 2,341 tt 164. "S
•
•
•
RH2�E9NMGrIINEErERIRI.NG, p,S. P112
t 1410 MARAET St tifYYn F�1R0 Box nao ELF LE£UqLpm ZF. 'j�/{
WASHINGtON 9e� UUf1i�1 Dy/a�0.1fS
>Y� CITY or r" No be�IS. 1_982
_.�RENTON ..n 10s7.00�lon Olsen
___ O Nill Avenue_ S �_.
-- .South 1�i1^_ferAve!ue 12_h...`_--,----
_-._._Renton Weshln `— if line Ex --.'-----
�---r_-._____yton y tensi__
WE ARE SENDING Y
Afflhed
Strop tlne�nxk UMer xMar+b corer xie _„�-`^'_—
rapt of i
ette. Pbn`e —tM'a""Ms.
Cnanee oMer
1 _ Nov. 1982, Inch P ---. ..
1 � Reint m�; ..-.
er Avenue IZ-
Rainier Avenue 12_ iPelfne Extension —�
Pipeline Extension PPenefications (originals)
(originals)
rr ISE ARE t �"----��
RANSMi11W ns nrr Med ye1"
Fat PWroeal
aro Your use A➢RroWd as llbm,
As rdluesfed Approved as mnM Resuh•„t. _<➢pres
t
im newer And commar RWurned for conecnonx Su6mrt "'a'"x mt,t,xA➢proral
t Return "twtron
FOR BIDS UUE _ °OrrRbd pants
REMARKS. 19
"RiNCS RCtURNEO AFTER LOAN 10 US
MR
Engiewerinq
NoveeDer 3, 1932
51087.00
CITY OF RENTON
?DO Mill Avenue South
Renton, Washington 98055
ATTENTION: Ron Olsen
MINE STATERERT
Invoice #1507
Fur engineering services through Octooer 31 , 1982, in conjunction with
the pipeline extension on Rainier Avenue:
2 hours Principal N S55/hour $110.00
Direct Expenses 74.18
TOTAL AMOUNT DUE: $184.16
)�V
CMARTGR llti, LAWS @ Id.
CITY OF RENTON CERTIFICATip^i
MN11 M1I
el i ,tl nY'\N
i w'J 1\IY,J\ Y JJ11,1. M1VJ wtlV VY�\IY Vtl,t•
•yn,Mll {n\ tdl• PI 4wryN,:yO IYI,1 114Y
W 4unW.o lu WlNf whcJ,t1 yY JIt�• fP
\I,Y •,way ,
v[y jv I(,,,.atIc C' hC,w�c t�
4v C/W,Y/,i.b54 {N 40$(41) a10 i5
1410 Market Street,P.O.Box 1180,KirkUnd.Washington 98O33i2081827 54M
Z
Engineering
October 4, 1982
S1087.00
CITY 0E RENTON
200 Hill Avenue South
Renton, Washington 98055
Attention: Mr. Lou Gebenini
Airport Director
BILLING 3TATFAEU
Invoice 1 1450
For engineering services through September 30, 1982, in conjunction with
the pipeline extension on Rainier Avenue:
6 Hours Project Engineer @ S55/Hour E 330.00
60 Hours Technician it @ S32/Hour S 1920.00
1 Hour Technician 1 @ S24/Hour S 24.00
2.5 Hours Engineering Aide @ S17/Hour S 42.50
SZ3Tro
DIRECT EXPENSES: S 25.38
TOTAL AMOUNT DUE: $ 2341.88
CCNAkiNI 116. LAWS OF 1965
ITY OF RFNTON CERTIFICATION
4 1Y< tlMOi\\qeq O\w[\Hf HVv ywpp 1(Y1[11 RI r YI u11\. 1MIi iYf Y1.I n.,{ Ynvi\WMOMM�Jf10 °YIw[MMOC T[ qp .,,n„ .p
\u0 cr
{rar QJ , 000
t t 534 .vc.4s 47 0.2341fi NI+Su1
1410 Market Street,P.O.Box 1180.Kirkland.Washington 98033(206)1127 6400
RH2 ENGINEERING, P.S.
300 1.^Ott,Avenue Northeast LSLL U�I.GIN lW l(' U WWfIW�IWUQ�y,,l�,
Bldg. 1 Sude 219
GELLEVU WASHINGTON 98005
M 4frpF
•V
WE ARE SENDING YOU yE Attached Under separate cove, v,a the followng Aems;
Shop drawmgs Pnnts Pkft Samples Swalcodws
Copy of letter Change order
rar=sv Mir No
_ psa<ainnoN
9/ke/oz RaullEftaM[1:. IZ" PIPGUWrG.EOCMK�gO l �c lcalE.u,L1
I
THESL ARE TRANSMITTED as cAecwed lu±low
X For approval Approved as submdtxl Resubm.t_ .coples tar approval
aL For Your use Approved as noted Submd _ cc].es To, dmtnbut,on
As milvetted Returned for corractm,s Return corrected prints
Far renew and comment
FOR SIDS DUE In PRINTS RETURNED AFTER LOAN TO US
REMARKS _.
COPY TO
_... .....-. ._ SIGNED.
n N.t� fM1 Mly u,�1 ove (i
INTEROFFICE CORRESPONDENCE
Date 2LIU82
To: Richard Houghton, Public Works Director
FROM: Maxine E. Motor, Actin City Clerk
SusJECT: CAG 050-82 Adden, #1-82 RH2 Engineering
----------------------------------------------------------------------
We return herewith fully executed document (a), as above-
Q captioned, copy of which we have retained for our official
Public records. Copies should be forwarded t�
RH2 Engineering
dMOMMMUMP
Pursuant to your memo of we return herewith
L1 document (a), as above-captioned, which have been signed by
_J City Officials and need to be forwarded for further execution
by
we return herewith recorded document (s). as above-captioned,
copy of which we have retained for our official public records.
Copies should be forwarded to appropriate parties and retained
as necessary for your files.
Plsase file a fully-executed copy with the City Clerk's otfice
for our permanent records when received.
Thank ,you.
MRMi U,
ai 1
CAC 050-82
ADDENDUM No, 1
TO
CITY CONSULTANT AGREEMENT
DECEMBER 16, 1981
BETWEEN
CITY OF RENTON AND R82 ENGINEERING, P.S.
Addendum No. 1 , executed this day iz�,1982, by and between
the CITY OF RENTON, WASHINGTON, acting through its City Council , referred to
hereinafter as the "CITY" and RH2 ENGINEERING, P.S., 1410 Market Street, P.O. Box 1180,
Kirkland, Washington, 98033, referred to hereinafter as the "CONSULTANT
IJHEREAS the CITY desires to engage the CONSULTANT to obtain topographical
information for the 12-inch water system pipeline extension on Rainier Avenue.
NOW, THEREFORE, the parties hereto mutually agree as follows:
SCOPE OF WORK
1. Obtain topographical information for use in determining the relationship
of present utilities to the existing ground conditions so that a future pump
station location and pipeline crossings can be related on the same datum.
FEES
RH2 ENGINEERING, P.S. proposes to provide the above Scope of Work on a time and
materials basis, in accordance with our Standard Fee Schedule, attached. We
estimate the following man-hours to be utilized:
Principal 2 Hours
Engineering Tech, 21 Hours
Total Fee $830
The above fee ($830) will not be exceeded unless prior authorization is
received from the City of Renton Public Works Department.
NOW, THEREFORE, this Addendum No. 1 witnesseth that for and in consideration
of the mutual covenants and promises between the parties hereon, it is hereby
agreed t:,ct CONSULTANT shall furnish services and the CITY shall make payments
for the same as specified hereinabove.
IN WITNESS WHEREOF, the parties hereto have made and executed this Addendum
No. 1 the day and year first written above.
CITY OF RENTON RH2 ENGINEERING, P.S.
L
Mayor Ri
r — "------ -- q I'Zi �
c and H. Harbert, Pj.
President
ATTEST: Oate '."Y"`--�....�--
City Clerk
Date
RH2 ENGINEERING, P.S.
Schedule of Hourly Rates
Personnel Desi nation
`L—�. Hourly Rate
Principal S58/Hour
Project Engineer S48/Hour
Engineer 11 M/Hour
Engineer I S34/Hour
Engineering Technician II S34/Hoar
Engineering Technician I S25/Hour
Word Processor S23Mour
Secretary Slg/Hour
Office Aide S1S/Hour
E
�eerin9
September 2, 1982
S1087.DO
CITY OF RENTON
200 Mill Avenue South
Renton, Washington 98055
Attn: Mr. 10, Gebenini
Airport Director
_gtrllA�'3TA7Ef�-tiT
For PrIgineeri'ng services
Invoice 01425
hrouh
10e 0 POline extensionontRainiet Avenue: 1982, in conjunction with
Hours
24 Hours Project Engineer
1 Hour Technician I 8 E55/Hour
9 Hours Technician 11 @ E32/Hour 550.00
Office Aide @ E25/Hour 768.00
@ E17/Hour 25.00
Direct 153,00
Expenses: 1,496.00
_ 12.65
E 1_5p8,65
kD2./poo.is, 5 j
u7 - s
CHARTER 116 u
VVS
CITY OF RENT66 CEO
OF 14a'
CFRTIFICATIOW
•.i:-'i i�u'�"�io.i`:`+iv:�ii%we�cry�.`��!ye
e mir
1410 Market Streetpo Box 1180.K,rkland.VYash,nfllor"..,03312061827.6400
W-i4L
August 8 SI UA),00
CITY OF RENTON
200 Mill Aveque South
Reut sn, Naahington 98055
ATTENTION; Mr, Louie Gebenini
Airport Director
8[L1,itNg ST�Nt
Fr Invoi
pi Pelinencxtrogh
tenaion on cRe inner u JUI Avenuey 31, 1�82, in conjunctt�nc with�he
5 hours Project Engineer @ 555/huur
DIRECT $275,Oo
AXYENSES:
9ileage
10.29
TOTAL OUE:
'285.29
CITY
CHARtGR 116, LAWS OF 1965
OF RENrON CERTIFICAT
f bi�li ni-1R yro oa ION
(R
•4Y Y`Y', R'1','rtu�1,'�I�u"xr']a rn 1�•1�l
U9vp. �_ •� .v vRL.' Qr
4oz�000�iS 5a4 90 res 47 6 2ts.t1
1410 Market Street,p �r 1406
)
0 Box 1180,Kirkianp.Washmgtong803j12061827.8400
OF R4, UJ4^4
"► z PUBLIC WORKS
WA
F DEPARTMENT
RiCNARO C HpUGH10N 0 DIRECTOR
c MUNICIPAL BUILC.NO 7D0 MILL
1 Pro %EPti-00" AVE.so. RENTON.WASH.99U66
BARBARA Y. �,,+°OCH 206 135 2569
MAYOR
December 18, 1981
Na?^or Shinpoch.
FROM: �.,,..
Richard Houghton
h'e rYmain need
project improvements,agreement for minor Airport
watertllitY
Sinre the fee amoun is will be small
copy) we r permissi (Ref: attached on to
consultant selection ,rocans, proceed with formal roposai
!
VL:pmp �
cc: (tick Stredlcke
uI-Gbh
Engineering
Oecember 16, 1981
S40.0
Nr, Louie Gebenini
Airport Oi rector
City of Renton
200 Mill Avenue South
Renton, Ma shington 98055
",18JE(7: Pip
ne enng Services es pro Posal for 12-Inch
Extens °
on Rainier Avenue
Oear Nr. Gebenini;
This letter is a proposal to provide
water system pipeline extension Provide
P
The extensi "AvereAvnnue services for a 12_inch
iron on 9nan a„gnmt of aPProximately 600 lineal City of Renton,
Pipe us in the
T t alignment that is inside the Clay. feet of ductile
Pr°Posed engineeringY'
services (scope of work) consist of the following:
1• Prepare detailed construction Plans in accordance with
City of RentoW s standards.
2. for Prepare technical, special , general,
and al
and ahsuMary cof which
wilems. also include ae9c heduec Lions
bid Pl iffca
for bidders use and bid of prices
3. Coordinate with the Cnt evaluation.
the r Y's Utili
of project ties Oe
Plans and specifics . rtment for r
4. Lions, review
5 Process the Utilities Department ran the bidding and bid evaluation
dr pares set of as-built plan howin
from the Plans made c,Iin 9 modifications
9 construction. Lo or
rl
lnspen wo important
constio ale Presumed in is
takes Of work; a) the City will
that coordination ) all
wrath King Count Y is necessary, insideace City limits so
30C)- 120th Avenue N E. Suite 219. Bellevue. Wa
98005 12061 4
57 'B5
Mr, Louie Oeben.,%i
December 16, 1981
Page Two
Our estimate for performing the work described above
following table: i5 summarized in the
FEE_:S T 1.MA TE
Estimated Time Estimated Fee
Principal (Hours)—'----- (Dollars)
Engineer 1 24 $1,320.00
Engineering Technician fI 18 S 576.Oo
Secretary 32 $1,024.00
5 S
Excenses; 270.00
Printing
Mileage
S 55.00
Ccmputer
$ 70.00
Miscellaneous S 100.00
75i00
TOTAL ESTIMATED FEE
$3,490.00
This estimate uses the hourly rates presented in Attachment 2 to this
letter.
tI would be responsible for accomplishing this work and would have Randy
helund ( ngineer 1) and Al Ryan (Engineering Technician 11) assist me in
pment of the plans and technical specifications, I believe this
Project team to be most efficient for accomplishing the scope of work. We
ant tripe to that the wor
to procee k could be completed within four weeks of authorization
d.
If the scope of work is acceptable, authorization to proceed can be
Provided by signing the Authorization for Professional Services (Attachment
1) and forwarding a copy to me.
fir. Louie jjwa;nini
December 16, 1981
Page Three
Mr. Gebenini, Ron Olsen had asked us to submit this proposal at your
request and we would like to expres, our thanks for the opportunity to
submit this proposal for your Project. Please let me know if you desire
additional information regarding the proposal.
Sincerely,
RH2 ENGINEERING, P.S.
Richard H. Harbert, P.E.
RHH:Ire
Attachments
ATTACHMENT I
R H 2 ENGINEERING, P. S.
AUTHORIZATION FOR
PROFESSIONAL SERVICES
C. — I City of Renton
ADDREss 200 Mill Avenue South
Renton, Washington 98055
PROJECT NAME 12" Pipeline on Rainier Avenue S1018.0
PROJECT b0,
AUTHORIZED CLIENT REPRESENTATIVF Mr. Louie Gebinini, Airport Director
hereby requests and authorizes R112 ENGINEERING, P.S. to perform the following SLr ,rest
SCOPE OF WORK described as
The proposed engineering services described in our letter
of December 16. 1981 .
COMPENSATION based on _—^—_--
The hourly rates shown in Attachment 1 plus direct
expense.
MISCELLANEOUS
Total fees shall not exceed $3,490 without prior
y_ authorization from the Client.
Services authorized herein shall be performed in accordance with PROVISIONS.
Approved for CLIENT Accepted for R112 ENGINEERING, P.S.
Title __fJii(/JET di.f''>• �
Title o resident
Date lk<e'.n,be r .''-8 1961
Dace December 16, 1987
PROVISIONS
I. AUTHORIZATION TO PROCEED
Signing this form shall be construed as authorization by CLIENT for
RH2 ENGINEERING to proceed with the work as described in the SCOPE OF WORK
stated in the Authorization for Professional Services, unless otherwise
provided for in the Authorization.
2. PROFESSIONP., STANDARDS
RH2 ENGINEERING shall be responsible to the level of competency presently
maintained by other practicing professional engineers in the same type of
work in C1.16T's coammunit v, for the profersional and technical soundness,
accuracy and adequacy of all designs, drawings, specifications, and other work
and :aterials furnished under this authorization. RH2 ENGINEERING makes no
other warranty, express or implied.
3. COST ESTVIATES
Any cost estimates provided by RH2 ENGINEERING will be on a basis of
experience and judgment, but since it has no control over market conditions
or bidding procedures, R112 ENGINEERING cannot warrant that bids or ultimate
construction costs will not vary from these cost estimates.
PER DIEM RATES
R112 ENGINEERING's Pcr Diem Rates are those fees which are charged for
work performed on the CLIENT's Project by RH2 ENGINEERING employees as
indicated in the COMPENSATION section in the Authorization.
5. DIRECT EXPENSES
R112 ENGINEERING's Direct Expenses shall be those costs incurred on or
directly for the CLIENT's Project, including but not limited to necessary
transportation costs including mileage at RH2 ENGINEERING's current rate
when its automobiles are used, meals and lodging, telephone, printing and
binding charges. Reimbursement for these Expenses shall be on the basis of
actual charges when furnished by commercial sources and on the basis of usual
commercial chat,es whin furnished by RH2 ENGINEERING.
OUTSIDE SERVICES
'.hen technical or professional services are furnished by an ou, e
source an additional 10 shall be added to the cost of these services _or
R112 ENGINE..4NG ad.sinistrative costs.
7. PAYMENT TO RH2 ENGINEERING
Monthly invoices will be issued by RIi2 ENGINEERING for all work performed
under the terms of this agreement. Invoices are due and pavable on receipt.
Finance charges, based on the current prime lending rate (applied to the
Previous month's alance after deducting payments and credits for the current
month), will be charged on all past-due amounts unless Otherwise provided by
law or by contract.
S. TERMINATION
Either CLIENT or RH2 ENGINEERING may terminate tt, , Authorization by
giving 30 days written notice to the other party. In I event, CLIENT shall
forthwith pay in full for all work previously authori. Mal performed prior
to effective date o= tcrrira:ior.. - no mt... ,f tcrmu,ation is
relationships and obligations created by this Authorization stall be terminated
upon completion of all applicable requirements of this Authorization.
q• LEa:AL EXPENSES
In the event legal action is brought by CLIENT or RH2 ENGINEERING against
the other to enforce any of the obligations hereunder nr arising out of any
dispute concerning the terms and conditions hereby created, the losing part:
shall pay the prevailing party such reasonable amounts for fees, costs ,and
expenses as may be set by the court.
n
ATTACHMENT 2
RH2 ENGINEERING, P.S.
Schedule of Hourly Rates
Personnel Desionation Hourly Rates
Principal S55/hour
`v,oject Engineer S45/hour
Engineer 11 S37/hour
Engineer I S32/hour
Engineering Technician II S32/hour
Engineering Technician I S24/hour
Word Processor S22/hour
Secretary S18/hour
Office Aide S14/hour
rl+ SCNFDULE OF PRICES
""It t3Pnd STREE?
(Note: Unit prices for all items, all extensions, and total
amount of bid must be shown. Show unit prices in both words
and figures and where conflicts occur, the wirtten or typed
words shall prevail .)
NO. ITEM QUANTITY PRICE TOTAL
1. Furnish and Install 12" Class 52 380 L.F.
Ductile Iron Main (Tyton Joint)
(Section TP-04)
2. Furnish and Install 16" Class 52 105 L.F.
Ductile Iron Main (Tyton Joint)
(Section TP-04)
S er . S /L.F. S i'xr3�
3. Furnish and Install Select 140 TONS
Backfill (Section TP-05)
S er onTWMMT- /TON S�
4. Furnish and Install Asphaltic 117 S.Y.
Concrete Surface Restoration
•'Section TP-09)
S er . . bUMT--- f_ /5.�. $��4G4
5. Remove and Replace Concrete Curb 30 L.F.
and Gutter (Section TP-09)
E
er $$ /L.F. E
6. Remove and Replace Concrete 16 L.F.
Sidewalk (Section TP-09)
S
/L.F. $ Ilorj
Legal and Bid Ddcuwnts
11
SCHEDULE OF PRICES, ton!.
SOUTH 132nd STREET
WATER MAIN EXTENSION
NO. ITEM
QUANTITY PRICE TOTAL
7. Landscape Restoration
(Section TP-09)
S
__— — L �r�,•6r s a$oo
8. Furnish and Install Concrete
Blocking (Section TP-04) 14 C.Y.
S
S. 00 /C,Y. $ 1i4O0
9. Furnish and Install 12" Gate
Valve Assembly and Vault 2 Ea
(Section TP-Co)
S
Ea -EMT—..--_. S 7.:�- _/Ea S 4 O^7
10. Furnish and Install 16" B.F.V.
Valve Assembly and Vault 1 Ea
(Section TP-06)
S
e.
11. Furnish and Instal' S-:/a" MVO 2 Ea
Fire Hydrant Assembly
(Section TP-07)
S _
Ea: E 11, OD /Ea
SUB TOTAL $q� q
6.5% SALES TAX $
TOTAL S i V1L87.5 ti
The undersigned bidder hereby agrees to Start constr•¢tion work on this project if
awarded him within 10 days and to complete the work within 30 consecutive working
days from Date of Execution,
Cont.
Legal and bid Documents
ENDING
OF FILE