HomeMy WebLinkAboutWWP2700401(3) CBD Shatluck Ave S. Interceptor from S-401 1+
S. 4th to S. 7th St.
BEGINNING
OF FIL
FILE TITLE `
5_ jtitvicept, r fon
so
Dail
G o irnal of-Commerce
Box 11050, Seattle, WA 98111. Phone (206) 622.82%,4
Date. .F.eb, 26,. .198$. . . . . . . .
City of Renton
Office of City Clark
200 Fill Ave . So.
Fenton, Wa . 98055
Notice of Bid Call 2645-B
Fewer Vain 'nstallation
i
54 linos C 1.10 pur line 59. +0
54 lines C 1.00 p_r line 54.00 15113.40 t
Less 15% discount I -17 .01
`I $ 96.39
Published February 19,20, 1988
'I
Please ^Jude Account Number a-ith P*mcrl II
U
S AA
W . 4 IN-
: Affidavit of Publication
City of Renton
Sewer Main Installation
aid Date,Much 2 STATE OF WASHINGTON
—�+ipp of rBids---
Sewer KING COUNTY—ASS.
Ca0 for aids
Pro act NO. 5-401—
tg"Sewer Main Installation
Ile Shell . S. 4 t.S.from Tht undersigned, on oath states that he is an
e V'a y S.S.t lb S
Sealed bids will be received authorized represent,live of The Daily Journal of Commerce,
until 2:30 B In dnesda
March 2,198g at the CitWey Clerks a daily newspaper, which newspaper is a legal newspaper
office and will be opened and of general circulation and it is now and has been for more
�ublicly reed at 2:311 p. m., in than six months prior to the date of publication hereinafter
he 4th Moor conference room t
Renton Municipal Building,20d refered to, published in the English language continuously
Mill Ave.South. as a daily newspaper in Seattle, King County, Washingtoi,
,The 4ore�oo a nersof lied and it is now and during all of said time was printed in an
the date of commencement un- offied maintained at the aforesaid place of publication of
der this contract shall include, this newspaper. The Daily Journal of Commerce was on the
but not be limited to: 12th day of June, 1941, approved as a legal newspaper by t
comx action,and installation the the Superior Court of King County. I
and testing of an ie-sanitary I
sewer in Shattuck Avenue The notice in the exact form annexed, was published in
South from Houser Way
South to South 4th Street. regular issue6 of The Daily Journal of Commerce, which was
The City reserves the right to regularly distributed to its subscribers during the below 3
reject any and/or all bids and to
ties.ve any and/or informali-
es stated period. The annexed notice, a
Approved plans and specifl. -
tioos and form of contract ..................._...........�9L�6a..pj�...$ J..�-1.j..................................
ants may be obtained at
ePublic Works Dep artment ............... ..............._..-....---1--....._...-.._.._...._..._.._...-..»................_...._
illd ng for a detocitMnt ia�oo was published on .......F....�2.�.1i.AXY .M .k 1,4�,p ►.... . �... . . .............
ge, setplusES.OUtocoverpost-
age,ifertifi ed. .........................._.._..............................................................._...............
A certified check or bid bond
in the amount of five percent ........ ._........_........_._.......................................
(5%)of the total amount of each """""""'�"-"�""' -'
bid must accompany each bid. '
The City's Fair Pvrecti'es and
s a i Icon-Discrimination pol!cles
tt ,attall apply. ..._......._...... .-.... :',.L.CL +r��'...........................
'it
IAyCM .MOTOR, .i
Subscribed and sworn to before me on
Aates of publication in the p
'�lieattle Deily Journal o[ Com- -. .1�.K]..-.�` -- �7 ....•'---.-y-•
igetce, February 19 and 26, ,„.....__.. jta 7 .-
_—___ (2645-A)
Notary Public for the State of Washington,
realdlat to Some" f
S
71
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all"14 lnadn Na.E1to 4lnpO
,.,• 13, FNNla add W//,I IMb.YIN 4w.1 flat U4.00 1.M W.M .
I is,MNNIINIa
24. MN41 ba W 411 India Nib) la.al flat 14.04 LA _ 31.0
f4INM CIHWII'IN,Italian tS.wi Flat 40.00 Me 441.14
• �"•. I1 lack. In load tad irk
,. CL. Pall"tr. lk lFwaldl FNtwn Lion:Flat 20.00 I.o Mad -
N_v... IC Into aft)
:.'». r41.m mint -ntr ua [.M m.a u4.M
r.5'
{
1
o Mta kl-W n Cal of flfota.kt✓toat of tol own4_ _ ...._.. t_.
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i .ri"i .bi T
.t Ita Iw Ioanttia umt Elt. dart Mt
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MlMJ7 kMolt"1" 11E,111I.NLit Was To ttIALO
i
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PUBLIC WORKS DEPARTMENT i
BUILDING DIVISION 1
CITY OF RENTON, WASHINGTON j
APPLICATION ONLY - UNTIL VALIDATED NUMBER 4
Owner Location of Work
Address -
i
INSPECTIONS FEES
CONSTRUCTION Side Sewer
Storm Sewer ,
Right-of-Way Construction
PERMIT {
gip. Utility Conn. Fee - Water iIf
Water Latecomer Fees
(Public Aight-of-Way) Water Insp./Approval Fees
Sp. Utility Conn. Fees - Sewer
Sewer Latecomer Fees
L "i•`- Sewer Ins p./Approval Fees
Date Issued Inspection Fees
Special Deposit - CASH BOND
Expiration Date TOTAL FEE
Description of Work
and Number of Feet _ �/.. _ + ' (,,.�_ •"'�;.�: -- - -c..
ContractorBus'_ness
License
Address Bond
Telepho„a
IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HEiD HARMLESS OF ANY AND ALL
LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK.
ANY WORK PERFOMFD WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A
LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING.
CALL 235-2631 FOR INSPECTION.
Call between B AM and 9 AM :or APPLICANT
inspection in afternoon; call
before 12 Noon the day before
for inspection in morning. PUBLIC WORKS DIRECTOR
SPECIFY TIME FOR INSPECTION.
CALL 235-2620 for street signs CALL BEFORE YOU DIG BY
and lighting. 48-HOUR LOCATORS
1-800-424-5555
SANITARY SEWER SYSTEM LOW PRESSURE AIR TEST
PROJECT �-Z-,Tc/l
DATEIt SPErtTOB
�s !tLENGTH
LOCATION K C RESULT
At"_ _ 3B�B Mad zo �rr��
5-401 IB' SANITARY SM INSTALLATION SMTTOM AVE S (Tin IT to Nth $I) his: 22-30-67
City of Heaton . BeOVtewl 01 Irlrnerrinl
cite of Nwtw Contract, Contractor Contractor Contractor CNttarter Cootracter
Eallnnrs Estimate R.C. ALIA COMPANY ATCON CONSTRUCTION CO:UCM CONSTRtCTIOh AIN6 COMISIRIic7IO ROIL EICAYATIN6 RMIISOR CONSTRUCTION
Unit Lid Wit lid Wit Ire WII Bic Wi! sit Wit Bid Unit Ito
Price Awnnt Pnre hewn Price amount Price Yount Price Hawn! hue Aaant hice Irwnt
Total 6coesuie 'A' 164,214.71 170,Sh'.35 166,433.85 2tS,06[.SI IB;,I3S.0
21:,601.25 37,:59,01
total Schedule If, 150,485.78 174,115.89 1501119.98 212,427.31 17C,300.31 t .
l93,/7..,7 I0,778.62
61 scheoulet 'A' t 'P• 314,104.49 345,04'.29 0311,331.81 /S1,f17.13 161,615.56 IT,N1.18 127,137.70
Alternate)
Intel Scmaoule -AA' 174,224.77 I97,39:.43 181,147.43 260182:.52 70;,M.24 717,39:.b 291,064,21
Total schedule 'M' IM,472.11 IPo,046.29 U;,281.16 7L,61Lb 196,1SC.13 21C,Nf.SB 203,/2T.97
Total Schodulet 'AA' t 'BA. 332,697,75 377,427.77 Al N5,228.59 d87,t63.IB Iri',718.39(DIP Altereatei 4M,317.24 50I,04.10
Contritctor Contractor Contractor Contractor Contractor
BEAT ROBISON COMA R.N.SC071 CONSTR OyAI CONSTRUCTION UTELUIL, IN.' Slm[ECINE CONSTRUCTION
Unit Bid Wit lid Wit did Unit E.a Wit Bid AC CONSnr PAPErattor
Price Aewet Price Aawat Price As"t Price Aawnt hue Amount RNONBIRU4ilON PAPS 6 SON' CONSTRUCT
Wit lid Wit Bid
Price ancient °rice Aawnt
Schedule 'A' 316,037.50 164,154.33 171,:54.31 I19,621.63
201,244.11 224,771.71 181,69>,24
Total Schedule W 209,6I7,23 177,371.56 111 N9,19
, N1,309.82 202,32T.19 IR,S9s.36 IIo,Po1.01
Total Schad Blot 'A' t '0' 545,674.75 343,529.9! O 315,10;,30 0291,931.15 /06,T12.63 381,37p,09
IPK Alternate) 7Z8,594.24
Total Schedule ,M' 348,730.A0 312,511.74 IB2,11I,N 176,155,05
22T,O1.t2 239,3U.19
Total StArtmIc 'M' 221,33.23 19"M.N 116,f61.17
165,115.21 171,010,52 2-23,522./1 110,1N,71 160r701.11
Total Idodolot 'RA' 1 'M' 570,25835 375,344.92 345,M0.25 ®347,b5.57 453,I93.M 4111,5011.91
III? Altormatol 337,I71.N
AsEa, 22-4W7 CIl7 N Into . Iaprindt of Egleeorlq
Pap l
WAIIMY 3EOE0 lisiA11AT1N IMTTIC AK 3 170 17 to#to II)Crtr N Ant" Contractor Contrrler Lntraclr Contractor Coslrrlr
lit bad Egladrs Estimate A.L. ALIA essiw ATCN CMTMK11N MUCC10 CMTAOCIIN CIAL CMTM[lIN COIL EICNhI11NE
Itas Iwo 6wrietlr Wit Eat. lbit IN Wit Id Wit kf Wct h0 Wit old Wit lit
Ao' b. Nasality price 6 e t kite kwat Price Mont price Aeaont trice basket Price 6nnt
kbodele a
01. RWala, /1 lack Diameter Bath Each 3.00 1,500.00 4,5M.00 1,250.00 3,750,00 1,M. /,2M.N 1,1M.M 3,IN.p1 2,OM.N 61000.K T,SM.M 1,SN.M
fears thick hate r fin"
02. Arhalo, 54 lots Itant.e with Each I.Or 2160.00 2,200.00 1500.00 1,500.00 3100.M 3'"0.M 25W.00 2,500.M
trip C 22M.M 2,2M.M 3200.M S,TM.N
wation of n,rA thick
han he 11440
03. bens WA fUrgt Wlitkq Ri"l Each 6.00 330.110 2,I00.00 250.00 1.500.00 AN.00 2,/00.00 60.M 3,W.00 50.00 3,00.00 5M.al 3,M0.00
11 loci Intimater Inr Plot Liddell Fast 106.00 75.00 67,IM.M 11.11 67,Nt.0 57.00 51,N2.00 IM.00 "'wee
1Pw) 9i.^0 12,444.00 75,60 67,g1,M
OS. 12 loci Iiaastr bar Pipe Ustal fast 54.0 35.60 I'moo 70.N 3,5M.60 25.W 1,250.M /I.00 2,200.M 32.M I,6M.N M.N 3,IM.M
tPVCl
N. 1 lack 1lsonler Never Pipe 11as41 Fast 1.0 45.60 3".cc 70.M 5M.M 25.60 200.00 41.M 321.N 21.M 232.M IM.N IOO,M
IM)
07. ♦ locp liaaster Isar Pipe far Leasal Fast 140,00 20.00 2,W.00 20.00 2,00.N 42.00 A,2M.00 31.00 3,OM.M 25.00 2,5M.00 IM.N IO,MO.M
tide bash
M. f1 lack s 6 Ins fan Lass 6.0 00.00 2,W.M 7M.00 1,200.00 700.00 1,20.0 310.00 11I1,41.80 200.00 1,2410.40 M.M 2,2M.M
CnMttion to Mrs Gear bid Lim 1n 1100 6,0 0.00 6,OAO.N I3M.00 1,30.00 13730.00 13,750.00 22M.00 12,00.00 13000.N 13,0M.00 37M.N 37,2N.40
to. pip iwWtl" /rnol to 3M.M MW 5,I00.00 20.00 6,100,00 12.40 /,711.60 13.N 3,IN.M 70.N 6,/OO.M IS.M S,IM.N
It. tnU Irrw Ir hooch Iackilll In 3,000.00 1.00 21,O0.00 6.N IN,M.M 141.00 30,00.00 I2.N 76,MO.M 1.00 3,MO.M 6N 20,08.0
al. CiYN irirlq lop Car" In 366.00 10.16 3,60.00 13,0 /,IN,N 15.00 3,IIO.M Is.N 1,MO.M 12.M I,DI.M IS.M 3,IN.M
us lack,Mae
IL Asphalt Griot Csacrots can% 1 IN 154.44 40.00 6,MO.M M,M t,N1.M M,M I,I73.10 N.M
inl 13,5M.M IM,M 13,NO.M 65.M 1,7N.M
fNq parity Ayball far
Reach patch
14. Washita Corot Caacroto Close N to 350.M 35.M 12,2M.80 M,M I7.5M.M C3.50 15,225.N 62.N 21,7M.N N,N U,MO,N 32.M II,310.N
iaclotiq►nlq MpWt Fr
Nth 22-3a-97 City of lata , wsrtoa'. of lalia vial Pap 2
"I It' IMIIMY IEIEI INSTALLATION OIATTUCK AVE 3 1711 IT to Na ET1CIty ,f Into Catrwtw Codirector Catr•ctr Catracts, Catrulr
O1 Seta Epcants Eltrwto 0.t. ALIA C0~ AICON COOTIUCI ION CALK( 0 CNSTWIN EINS=TWIN KOHL EICAIATINS
Ito get huriPtta wit Est. ail ►,a ail Zia wit lid 0n,t I11 That lid Wit ka
w, w. watity Price Asnot Price Seat Price bmt Price 6o t Price want Price Aereat
q..wt 0mlay
15. Niwt 14coa1t or Wit Sall, to Eud 15.00 W.00 4,54.00 1'M 00 2,250.00 2%.a 3,750.00 200.00 3,000.00 200.00 3,000.00 5M.10 71500.00
kW after Pan dowt Imlay
IL Mlal lalno in to OaM itllatal Each 4,10 100.00 40.00 50.00 200.00 150.00 e00.00 ,W.W 000.00 100.90 400.00 3".11 I,IM.M
Pennell Imlay
17. Tslonisio, lnwtla Lop Set 1.00 1500.00 1,a00.00 1000.00 1.000.00 510.00 500.00 3000.00 3,000.00 Ia0.00 1,000.(A 1000.00 1.100.10
0
it. Cwtrottia ItMtt1 as Lop is 1.00 NO-00 21000.00 5000.00 51000.00 I500.00 1,500.04 1000.00 1,000.w 2M.so I,MO.M 13M.a /,SN,N
w-wllt rt..
It. I Idea liaoter tape fw Unell fed 55.00 20.0 1,100.00 :5.00 025.00 15.00 715.00 42.00 2,310.06 26,10 1,100.0 20.10 I,IN.a
$two Sent
20. "tell will, Typ 1-A EM 2.00 /00.00 000.w 5f0.00 11000.00 700.10 1,100.60 Pit.00 1,Iw.00 750.10 1,30.00 aRON I,AON.a
II. Wind Ctotat Cacr,t,5lateata EOero yr. 00.00 15.00 600.00 20.00 100.00 20.00 $*.00 40.00 1,000.00 30.00 11200.00 am 1ea1.M
tetanal an rplacaati
22. Prtiws coat Cacrete Card Line tat 50.00 10.00 500.00 15.00 750.00 0.00 400.00 30.10 1,500.10 )2.0J 400.10 13.00 7M.00
a0 wet, irr.al w
rplacetatl
EtlUtal k0aale " 4'' 151,110.90 15711u.12 155,211.0 226,6n.00 169^06 214,251.00
I.a gain fee 12,301.71 12,700.57 12,s20.NS 14,362.54 13,717.44 11,351.25
Total kwkle " 1" 1N,2)1.11 170,5a5.30 la,433.15 215,000.51 16,335.44 A1,0N.23
hotel 12^I0-67 City of data . Iwartnnt of Logimercal Palo 3
"I W MIIIUV SM INTRUATIOh WIT= AVE I IM it to IA VICwlcacts, Camlrac(w Contractor Coatrulx Colrwtr Crtrattr
Bid late IINISM CWSTIIICT101 IFIT 1011501 MO 1.t.SCITT CAs511 01ep M1511UC11G1 UTELCIN, INC YfO UNE CMTRVIN
Ilog Ira FacriplaRA AsIt Eat. bit M Unit h0 Unit 0,a Unit III wit 0i0 Unit 110
b. F. q)otit9 Prue Agent tim Aogwt Price hat Price hamt Prl to bunt Price Agent
Schedule A
At. Ilrholo, w lack 11aamlor eltn Emit 3.00 2,340.00 1.W0.00 3,000.00 9,000.60 2150.00 11500.00 2,000.00 h,W.w 1,275.80 3,125.w 2,60.0 6,I0.40
oetra thick Also At flop
02. so")*, 51 IKA liamatw Pith Lack 1.00 5100.00 5,100.00 sm.00 5,000.00 3000.00 3,M,00 21M.,v 2,1140.00 sin.Be 3,125.00 U0.10 3,10D.w
deep CamRAKtaw AN amlra thick
haw r flop
03. Man RA1 Weep Waited Am"it Each ►.w an.so :,400.00 15M.M 9,on.00 300.90 1,100.t. 227.00 1,312.00 500." I'M.w 1w0.00 1,N0.10
0
w. ID Iwe Mowtor Ewer hp Uaw1 Fact %6.00 I00.00 W,M0.00 100.00 90,600.00 71.00 M,130.00 100.00 N,0 0.M0 43.61 3t,510.M I00.00 91,440.411,
lift)
05. 12 lace MRAPtw 1Pogr Pip Uwal fog 50.00 25.10 1,2U.01 40.00 3,000." 30.00 1,500.00 10.00 3,0w.w 35.00 1,750.40 M.10 4,300.00
Well
M. 1 fed Diameter Eogw time Liaaml Fogg 8.141 25.10 200.00 U.w 40.00 50.00 /00.00 56.00 441.01) 35.00 210.00 70.10 50.00
fPVC)
07. 1 Ink Matter Maw tip for Lima) Fat Iw.w 11,0 1,700.00 50.00 5,000.00 20.00 2,000.00 25.00 2,500.00 30.90 3,000.60 50.w 3,M.w
tide Fame
ON. 11 lad a h lack logo Each A.w 2M.w 1,200.00 200.00 1,200.00 250.00 1150.00 M.10 1,2w.60 275.40 I,4%.00 220.60 5,320.w
• Camamctiam to Mr0 FRAr Fce Luep Sam 1.00 51000.00 51,600.00 10000.00 I00,000.00 25M.00 2,5M.w 1194.12 1,9M.17 11100.0 11,10.0 1100.w 7,10.w
if. ripe Few"Lin Brawl IRA 3/0.00 10.00 3,40.00 15.00 5,Iw.w 12.w 1,011.6D 11,00 3,10.0 23.w 1,5w.w 10.00 3,00.00
It. Irani 4rw,for TramcO FKNill The 3,40,40 1.00 21,M.00 1.00 24,000.00 9.00 27,60.00 1.01 31.0111 1.00 27,000.w 7.50 22,5w.w
12. CredAs1 lrfulet lop Cogram IRA 360.00 12.00 I,AO.w 12.00 /,M.w 14.00 5,000.w 15.00 5;M0.00 with 3,60.0 11.0 4,60.0
511 lack Man
11. Asphalt Ewwt Crane Clams 9 Tao 1311.1111 11.00 9,150.00 70.00 10,5M.00 0.50 1,275.00 60.40 9,000.40 32.33 7,152.36 w.w 9,wP.w
iwle ial Pavial"sit far
Tread Patch
14. Asphalt Fwat Cmecredo Clams 1 IN 350.0 17.w 14,151.44 ►►t0 23,I0,10 31.50 13,125.40 11.04 15,400.60 AS." 15,0M.00 44.16 15,1w.n
'Kigali Paolal Iwhait for
0
blue 22-JaN7 City N Into . kpwtr,t N Egterwiel Pap 1
"I It' W IINY MW INSTALLATION SOYn II All A 17t/$7 to its 3T7Cdalrmiw Contractor Contracts, Crtractw Caslrielw Cdatractor
hit Dale MIA MI COIISINCIION KIT WIISON CONII I.N.ICOTI CMTt IyAd CONSTa11C110o OIELCIX, ISO: 6110IELIIN CONSIWC710I
Icee Ws Aascriptuw kit Est, unit lid Unit Ito suit Its Unit lid Unit lid Unit Ica
k, un. Audacity Price Amount Prone Nwot Price Newet Price Ae t Price Amount Pill, Wort
rarso et Overlay
15. Adjust Naeltle ie Catch Iasi& to Each 15.06 loom 1,W.00 300.00 4,500.00 200.00 3,100.00 90.00 11150.09 75.0 1,125.00 ,10.00 2,106.00
Grad,after beret bwl&y
14. Adjust Valve Is, to kale lelirlal Este 4.00 100.00 400.00 100.00 400.00 100.00 W.00 ".00 Sa0.00 50.00 200.00 110.00 sW.00
pa.sr&t Overlq
17. Telwlsir lospectlr Lrp tr 1.00 AM 00 670.00 3000.00 3,000.00 iW6.00 1,00.00 900.00 M.00 05.00 ills.00 1000.00 1,00.40
•
IS. Crslralton Racial W Lop Bea 1.00 10100.00 10'W'00 fiW.W i,W.00 1500.00 1,500.00 1500.00 11500.00 2000.00 2,060,W 1000.60 .1000.60
k-ktlt Vat"
19. 1 We IEartw pip for Lima) Foal 55.00 25.60 1,373.60 30.00 1,190,00 21.00 1,100.00 20.00 1,160.00 20.60 1,100.00 21.06 1,320.00
Atwo kw
20. Catch Oasts Type 1-4 Each 2.00 700.10 1,000.00 1300.00 I,000.00 700.00 1,400.00 W.00 j.000.00 760.00 1,400,00 W.00 1,100.10
21. Portland Eaal Concrete Silralk Ahura Tied 0.60 MOD 710,00 26.00 1,040.00 25.00 1,000.00 25.00 1,000.00 26.60 1,120.00 TOM T20.00
0rorvel W rglwarat7
22. pwti M Cart Coscreto Curl Lieaal Foul 50.40 10.00 500.00 20.00 1.000.00 13.00 750.00 15.00 750.00 15.00 750.00 12.01 600.0
a0 Better 0ror,al W
• oplacernll
Subtotal kMklt " A" 231 075.00 316,IL.20 153,746.00 154,472.12 131,413.16 IM,mm
1.11 fates In 11,21{.01 25,179.30 17,/50.33 12,132.11 11,211.47 15,304.14
Total ktosule " A" 257,339.08 SU,137.50 IN,I51.35 171,254.31 IN,12/.03 204,244.14
aUa M-AM-17 Call of halo . Ieewtoat of Emaiaaw,y Palo 5
S-/01 11' VAIThR9 UM INSULLATIIM 3LMT-,=ME 1 IM $I to $to SI)Cwtrutw Ceelrulw
pl/ ate 00C CONETMICTIa PVE L sw CINt3TNlti1
Ile &his lowiplaa Omit Est, Ue,t ho Wit ba
In. In. locality Pnn highest Pnaa Prat
hL*Omlo A
al. NM6011, a lack I'aaolw math Eut, 3.00 1,400.00 1,M.00 1,43.00 4,389.90
alra thick low w fl&W
09. No"@, 50 lack liwtw nth Eack 1 00 2000.00 2,000.00 1100.00 1,000.00
trip Comuctio ad Mlra t►ict
laee w 'lumps,
63. f"" eel almap 4istiy Naas We Lee 150.00 900.00 $0.00 3,240.00
If tack lawtw Similar Plot Lawal feel lk 4 101.00 91,54.00 72.69 65.057.14
II0C1
05. 12 Iwk plaotw UM PIN Lira] feet 30.00 45.00 "250.ee 45.54 2,277.00
R0_1
M. 1 INA li mtw Seek, pipe Lawl Feel 6.00 35.60 W.00 11.76 90.01
(PVC)
17. a 1wA plwter Law Pls,o Iw Liwl Fat I00.00 10.00 S,W.lo 10.70 1,070.00
IIa letters
01. 10 lack m i pal TM EscA 1.10 200.a 1,200.00 173.00 1,031.00
• Caaactiee to Intro low Ines Loop fee 1.00 930a,00 45,000.40 5075.00 5,075.00
11. Pips FwMlatia ►aal to 340.00 to 00 3,00.00 11.75 5,65.00
it. Iraal WrM for Trwh fulfill Joe 3,M0.00 0.00 12,000.00 10.00 u,0ee.00
12. CrvMW WiwaoO 110 CMM To 310.00 12.ee 1,320.'t 12.0 4,131.10
57/ too Nape
Is. blowt Comment CMwre Cities 1 IN 150.01 70.00 10,50.W medl IO,Io0.10
Lrlumiq hs/q aMall fw
trench Patch
14. A"Mlt Grit Comerslo Gas 1 To no." 05.00 15,750.00 U.M 16,10.40
irls,11a0 PmN la0all IV
lain 224ss-417 City of Ilntla . MOartewt 81 bapaoria0 Pwe 4
5-01 IN- WHINY SEM[4 INSTALLATION I1ATTIC WE S Oct 91 to 4th STICntrryr Clatrrtr
ISO "to SAC CONSTINCTION PAPS 4 IN CONSTAOCII
Itn two Mocrgtim Yost Eat. Mlect kid MYit 140
b. b. Iwatlt7 Pron Aewat Price Mewl
aveent Ovwlay
M Aspect bam01e or Cataa basin to uce 15.00 I00.00 1,500,00 200.00 4,350.00
Erato After Parelaet Oerlay,
It. hdMt Valve IN to Grad, 4o11la1N Each 4.00 75.00 300.No 05.00 300.00
Pawwt owl IV
17. Ielovieiss looFectlM Low to 1.00 IMO.ss 1,000.M i500.oc i,500.00
0
IL Cratrutieo StakiN ud Laos EM 1.00 1500.00 1,50.00 5025,M 5,025.00
Ae-Ml It Mtn
i0. 1 I.cO hunter Pape IV Ulaal Ink $5.00 15.00 125.00 E.74 441.00
$two Saver
20. tattle 34a10 Type 1.4 Each 1.00 750,00 1,500.00 440.00 110.00
21. artlaW Classy Cvecrote SaMve14 kANO 7rA 40.00 20.Ot W0.00 24.00 100.00
Irenval W rglxssMtl
b. Portland Covet tvetrele Carle Limit Flat 50.00 10.00 500.0 11100 Sm.10
W Native troeotal rM
• twirtnetl
wtatal kooMlo .. A• 204,231.00 I60,071.12
1.11 Wee Ir 16,542,71 13,414.3E
loyal kbaMle " A" 220,773.71 111,493.20
Mtn 22-lu-I1 Clt Wtas .
Y 01 0prleast of Fallow iy f
s1e
5-01 It' t11ITMY KO IBIeWTIO➢IIMTTO AVE 111te 61 to 0tk 1TICity of Auto Catrrler Castraclsr Contractor Cwtrutr Calrrlr
hl Alto ENtows E1tiolto I.L. 1Lie CORMY WON C011STWI01 CILUM10 DMTIRTIM Cilf CMTIII:TI011 COK EIGYITIS
Has bro ►ncrilNos bit Est. bit h/ bit GI bit Id bit 131 Nod Id Wit I'd
b• b• Miatit3 Price Wait Prite Wwt hits 1r.at Price IMoasl Price West Price Mali
iClbllf " M..
II. Ramble, M Irck Icoalr with Each 1.10 I,SM.M 4,300.00 I230.10 S,rwso 1/30.00 4,290.00 I M.M 5,700.0 2000.00 L,0/0.00 2500.00 Y,W.00
ntra tick haas or flap
12. Paable, 30 fork hwtr with Each 1.00 2,200.00 2,7W.00 I500.00 1,500.00 3900.10 31900.00 2700.06 2,700.00 2200.00 2,200.00 3200.10 3,2M.04
trip trracttis a1 atro tick
but r Hawke
p. kce led Wear Eo3nlaf va"t Each 6.00 350.00 2,100.00 250.00 1,500.00 400.00 2,4'10.00 600.04 3,6n.oa 5M.to 3,M0.10 500.00 3,M0.00
11 ISO hewer few Pipe Lim] fast 90e.00 71,410.00 45.47 77,415.12 M.75 60,475.50 111.00 100,5Y.00 105,75 95,109.50 15 t0 77,410.00
INoclile Iron at PolY,ro11
IS. 12 face Elevator Our Pipe Lconl FOR 50.66 11." 1,150.00 75.00 3,750.00 30.75 1,537.50 $3.10 2,e50.40 42.50 2,125.00 1'a,M 3,MO.M
tbctile Ira N hl/-rpl
M. I late 116astr Saw hw Lim[ fast 1.00 /5.00 360.00 75.00 W0.00 n.00 100.00 /9.00 312.00 U.00 M.00 100.00 600.04
IPactile Ira d Pail-wrp)
07. h lack Iioastr few Pipe Ira Liml fat 160.00 20.00 2,000.00 25.00 2,500.00 /2.00 4,20.00 /1.00 4,400.00 25.00 2,500.00 100.00 10,004.06
Woo Pawns
M. it lace 1 e lace Ten We 6.00 450.00 2,700.00 110/0.00 110011.00 TN.oo 1,304-00 740.00 4,50.60 1,0H.00 6,I1o.00 1,200.0 7,20.00
• CM tias to Notre four Palo Lop Iw 1.60 e,MO.M 6,000.00 11300.04 1,S0o.00 I3,151.610 ILIUM 22,000.90 22.000.00 I3,004.411 13,W.00 37,250.10 3712SO.M
II. Pipe fasaPa4a Bawl In 340.00 15.00 5,100.00 20.00 e,no.00 12.10 4,216.60 15.00 5,100.00 20.00 6,100.00 15.66 5,110.40
If. Mow, lorrww Ir Irate Pacif111 la 3,W.OP 1.00 24,900.00 4.00 11,000.00 10.00 30,000.00 12.44 31,1M.M 1.10 31000,00 1.01 24,k i.10
IL CPNW Norfolk" Tr i'Wea las 300.00 10.00 3,60.00 IS." 1,W.10 15.00 5,400.M 10 M 31101.14 13.14 I'm" 15.M 1,10.06
101111111 Yew
IL Io1Is11 tact Concrete Uses I in 150.00 40.01) 1,00.0 64.00 9^00 5/.30 1,075.0 M,M 13,SM.01 IN." 15,1M.M 43.0 t,fl1.10
Iacl11314 heiN tpnll
14. PafWt Gast Castrate Clns 1 Too no.M 35.0 12,250.00 IO.M 17,50.0 /1.50 IS,225.60 e2.90 21,70.0 51.M 17,5M.46 32.M 11,2M.M
lacIM1a1 Pawio1 Ielkell Inc
4 tat 22•Sni7 City of WAR . Igrlerl of faliewrlq Pap i
r 1 W SA11ITAIY MILK IlitAllDIl01 MTTOf3I AVE $ Oth IT g#ath 1T)CItF of Wtr Calractw Labatt. Contracts, Contractor Crtractr
I., hots Eglaaars Eslfoaie I.L. ALIA CL~ ATM COASIMICT1011 CO(UCCIO CmTk-Cl ION KIN CWTUTIW KOHL (7tAWTi11
lloo Wra Aerrtptin Wit Eat, lilt aid th,I Ito Osµ lil iait Its Unit ail Wit Ito
Ice. W. lsrtity Price Waoet Rice hmht Price Arnl price Wool Price Actual Prig# Mint
Pat vorol sverlry
15. Wieal Wohole a Catch lute to Loch 15.00 10.0 4,500.00 -50.00 2,250.00 2%.0 3,70.W 20.10 3,W.W M.0 3,000.00 50.0 7150.0
I'd" after paooral Over l AY
M. Wirt lalw Ion to lrar folloscol Edge 4.00 100.00 W100 50.00 200.60 150.00 600.00 150.0 400.10 100.00 100.0 130.00 1,400.00
pataart pmlq
17. lelansir Isgerlir fuo W 1.0 1,500.00 1,50.00 7,000.00 1,00.00 500.0 W.00 3,000.0 3,WO.00 I,WO 0 1.000.00 I,000.0o 1,000.10
i
IL Cnslractin staitq Roo tag W 1.0 2,OW.00 2,000.00 5,00.0 5,00.0 1150.0 .,i00.00 1100.00 1.00.0 2.wom 2,00.0 1,300.00 1,50.0
Width Ibta
11, a loch harts, tape for Until Fact 35.0 20.0 1,10,0 15.0 125.0 13.10 715.0 42.0 "310.0 20.0 1,100.0 20.0 I'loom
we soar
21. Catch Wag# type 1-4 Each 2.0 MOO 10.0 Sm% 1,00.0 70.0 1,40.0 f0.0 1,W.0 moo 1,50.0 00.0 1,100.06
21. Prtlood Cnnt :rnato Saaowll (Pere larl oleo 15.W o0.0 20.0 00.0 20.0 00.0 10.0 1,0a.04 30.0 1,20.0 SLOG 2.*L*
Ireaoaol Ma rglacsrst:
22. torlleal Caert Cncrata Curl Useal fat 50.0 10.0 50.0 15.0 IS0.0 1.0 100.0 30.0 1,50.00 12.0 00.0 ILIA 731.0
Ml 611lr ireanal ad
rafiacwati
Sdt0r7 hhdelo "As" 161,17cao 173,340.12 ia1,314.0 201,211.0 I118,342.30 221,Y1.0
1.11 lain 1" I3,054.17 11,00.11 13,h3I.13 I1,511.52 15,255.74 1/rs".66
total RWMIe •rvl' 174,224.77 117,111.13 IU,%7.43 2a0,121.52 203,511.24 207,Al.N
hilot 22-Jme-17 City of Mton , heartiest of Ee1,nor1" Pap 0
1-401 11' iABI1Wy SUMER INSTALLATION BBATTUU. eVE 6 17th V to 1t1 617Crtracty Contractor Contracts, Contracts, Wreathe Contractor
Old hilt NWIMS COIIBWTSBN IE6T AWI3W CW1 A.e.BWIT=IN OIN COSTAKTIM UTELCIN, INC OWLINE r
It"Ws mescriftion WIT Eat. W1t Bid Ilmt let Ilea h0 Beat Bid Wit W Wit No, de. Quantity Price tokamak Price
heat Price Asaonl Prate Midwest Pratt himself
l Price Aa
ECIEIULE .. Ad,
BI. Aueel t, N lash Dialects, ei th Each 3.00 I70.00 4,11.1.00 300t.00 1,005.N 2503.06 7,S00.N ION.N 6,000.00 1275.00 3,1D.00 700.10 s,MO.M r
xtra !tact base or
gh rla fleeke
i
02. Batlelf, 54 Inch Diameter with Each 1.00 5100.00 5,100.00 5M.00 5,000.00 3200.N 3,200.gh 2500.00 2,500.0g Sa25.N 3,s25.N NOON 3,400.00
trap Cheattham W ontra thick
high he flop
i
Q. bolo W Weep EnsttoN Pesthole Each 6.00 400.0 2,400.00 ISN.N 1,000.00 30.00 t 100.00 222.00 1,332.00 Set.00 3,ON.N ION.N a,no,N
IN loci vassals, Same Pipe Lie.tl Feel 906.00 130.00 II1,7BO.00 I to.00 19,660.00 11.00 1i,104.00 110.00 of'"O.N 56.6! 51,100.66 122.10 110,732.N
Ilrt,lt , a e7 Poly-wrap)
O. 12 loci Diameter Sort Pip llsaal Feet 50.00 N.N 2,50.00 e5.00 312%.10 40.n; 2,M.00 42.N 3,I00.00 05.00 2,no.de 97.00 6,M.60
1Bactile Iron el Pely-ro11
N, 1 lots Blartr Bear Pip Lisosl Feet 9.00 50,00 400.00 60.00 HOBO 55.00 440.00 40.40 480.00 05.00 30.04 90.A In."
Ilocllls Ira e/ Pely-s,ap1
N, h Irk limiter Sew Pipe for Liosal Feet I00.00 20.00 2,000.00 50.00 5,000.00 20.00 2,M,00 T.00 2,500.00 aS.To J,3N.so W.N 5,01.10
tide trews
M. 11 !rh a A Ir1 Ions Eorh 6.00 1,50.00 1,000.00 600.N 3,00.00 I,000.00 a,NO.N 70.00 9,2N.0 1,8114.61) IO,IOO.N 70.00 4,2N.60
CeaKtime to Mre Bever Rosso Low 1" 1.00 51,000.N 51,W.00 '"Ossrt 100,000,N 2,50.00 2,560.01, 7,30%.40 7'wa II,IN.N 11,40.N 110O.N 7,80.0
IO Pip Faeosatir trial Is, 340.00 10.00 3,90o.00 15.01 5,I00.00 12.00 4,060.00 11.101, I,740.00 25.N S,SN.1l 10.N 3'"Im
1' trsal Iorrw for Track Mckfill In 3,0N.00 9.00 27,1110.011 1.00 20,0N.N 9.80 27,M.00 11.44 30.40 9.N 27,M.N 1.N n,*&*
M Crossed ler/aci" lot Ceres to 360.01) 12.N 4,320.00 12.00 0,320.10 14,00 5,0/0.00 mm 5,000.60 10.00 3,60.0(1 13.0 a,M.N
510 Isa►Bier
M A*Wl Carl Concrete Class I To 150.00 $4.60 9,150.00 71,t0 10,30.00 01.00 2,20.00 N.N 9,M.40 v.35 7,I52.50 to." I'Mm
iKl@i,M Pat"Aaphill
14. Aspwt Cement Coecrett Close 1 to IN.N A;.so 1h,/50.N ".N 23,I00.00 39.30 13,RS.N N.N IS,NO.N 41.00 13,N0.N 10.N 15.406.04
IKINI"Plain A"Wt fee
Mtn 22yai7 City N Boston . 1r0rtasl N Eylaacry role 10
1-401 It' SAVORY WMA IMS1111.11101 SIIITTLO ME S Ilti 11 to Ito ST)Ewtrrt, Calracta Calrat, Catrrtor Catratta Contract,
1 o P'to 1WISW C41LT10CIt02 IFMT Rr111W CWit R.Y.S M CWSTR $Too CpbIMIION OIELCGI, ]III SIMIM3 CIYIgIC111M
Ito Ws lwcrt/ta, Wd Est. Wit lid Wit de limit lid Wit lid volt Ica Wit Ud
lo. W M,atity Price Mao: filed latent hice ha t Price bast Price Almost I'll, Myst
h.aat 0r,lay
15. N3+st Rawls , Catct Baste to Each 15.00 Iw oo I,W.00 loo.0a I,SW.w 200.00 3,aW.00 90.00 I'Moo 75.W I,125.10 140.00 7.100.00
Eros shed Passional aalaY
It. M1est Win its to kaa follmoo East 4.40 100.00 000.00 100.00 400.00 100.00 /0.00 90.00 340.00 50.00 ZOO.Do u0.w ao.a
ranteat allay
17. 111Wttia Ioslalisa lip w 1.00 L70.w 670.00 31000,00 31W.00 1,00.00 I,00P.00 900.00 v00.do 6?3.w 673.00 11000.00 1,000.00
0
IL Conatrwtcas /lady and Lop w 1.00 I4,aw.00 10,100.00 1,1 6.00 6,000.00 1,500.00 1,50.00 1,500.W 1,500.00 :,`00./0 2,000.00 11000.00 1,000.00
Isiah Motes
It. 1 Inch Ica tw hod fr liwal Fat 35.00 25.00 1,375.00 30.00 1,150.00 20.00 1.100.00 20.''4 1,110./0 20.00 I,IOO.W 24.10 I,3l "
ltao Slat
20. CALLA into TV" 1-1 loth 2.00 700,00 1,100.N 1,500.00 3,000.00 700.00 1,400.00 500.00 1,a0.00 100,00 1,600,00 Aw.w 1,0M.10
21. Portland Castel Coacreto Sidetell Slurs Yrd 40.10 11.60 710.00 2a.w 1,040.00 25.00 1,010.00 25.00 I,Ow.00 21.10 1,124.00 II.w 720.00
Irwwal au rplaeaotl
27. Portland Clint Concrete Curb Baal Foot 50.00 10.00 500.00 20.w 1,000.00 15.00 750.06 15.00 14.10 15.01 170.30 12.11 WIN
ad Jett, Ireteyal W
• rplaesestl
Mltstal kMalo "PA" 27/,105.00 322,00.00 Iif,131.00 163,"2.10 la,2II.1i 212,"2.0
1.12 Won Its 22,251.21 M,120.40 13,17L11 13,072.M 13,221,1" I7,2N.0
Taal Itaewio ILI 297,664.21 3/1,730.0 112,314•1d 112,/7/,N 116,15L05 79,67I.42
kill 22J0i7 City of Ilrly . lopwlaal N Eacaesria Far 11
S-WI 11• SANIINy SEND INSIAL47IN FNh77I11311W F Ot1 67 is its mCrtrwtr Cestracter
hd Neta "caum TIN Um I NN CMTNC1i
It" us wscryties tall Est. Wit M Wit Did
kwkity hits ha t hip hawt
s'd1i11LE .. M"
DI. .yalr, W lack, bawl" Nth Each 3.00 1400,00 4,200.00 363.00 41119.00
nlra thick say w flop
2. NaaYeir, S0 lack liwtr nth Each 1.00 20W.00 2,000,00 1100.00 ilk
Drop CSyectin od ytra thick
Ian w flop
$3. Aesp and Falrap Eaistia Nakele Each 4.00 150.OD WO.Dr 510.09 3, 40.00
44. I0 Iwl hart" Serve hie Usol Fast 906.00 115.00 109.IM.00 14.40 71,4".40
Ilwlllr Irw of P9ly-ryl
a. 12 /K/hyet" low Pipe Uw*) Fat 50.00 &D.90 3,00.00 62.17 3,1N.N
ductile It"d poly-wrap)
FL y lad hantr Sear hFe Unal Fast 1.00 W.00 WO.W 17.16 137.21
Nectlb I'm a! poly-vyl
N. i less haestw 6war Pip for Limit Iuel I0.00 30.00 3,000." 11.70 1,170.00
hM/wars
N. 11 lack 1 a Iwh Tess Each 4.40 NO.W 0,9110,00 560.00 3,360.00
is Cesncties to Ne'rs New Mu last See 1.00 03,00.00 43,001.00 5,300.011 3130.00
I0. Pip FayNeties Gravel To 311.p, 10.00 3,WO.40 16./5 5,ari,W
it. Draesl urw far Iraq lackfill ]y 1,100.40 4.00 I1,WO.N 10.11 11,0 0.W
12. Crashes ufwlop IMP Cesry la 310.14 12.0 5,330.N 12.N O,W,N
510 Ird AIMS
IL 1r"t gnat Castrate clot D IN IN.N M.N 16,3N.0 moo Isms.*
iwledia Pnlq 1yWl
14. behalf; Loyd CocrAe Clay D The SW.N 05.0 isju W 41.10 16,1W.11
falls"" PAY)"MWIt car
Islas U-40-07 City el Rota, . leParlamt el Eaplerrinp Pop 11
1-001 It' SANITAM RIE1 INTALLAIIGI 6MTTIIh 614 S C711 ET to AtA ITICMt-Ktw Cuatrarlw
W Into MC C015Tq&110M PATE A LOLLS C'MS11UC71
ltr two descriptive Unit Eat. Unit Ita Unit file
M, M, waolity hill Moral Price Amwt
PareeMl Overlay
It. Adjust XaN010 M Calt1 IMn 10 EKA 15.00 100.00 I,SD0.00 M.00 4,350.00
Aroa wte; PA a t Orwlsy
lA West Valve IK to Grade Eeliriap EKA 4.10 15.00 "0.00 15.00 710.00
Parrot Oswlw
17. Ielar151" IoyKllm two W 1.10 1,0 t 1,000.00 1,500.00 1,500.00
0
I1. CMalrrlim S,aUq mi Low Ir 1.00 1,500.00 1,500.00 5,025.00 5,D35.00
As-wilt Ytm
it. 1 We Oirtw Pip for Liral halt $5.10 15.00 II'. 00 1.76 411.10
11twe Saor
26. catch Tuts Type 1-A Each MAN 150.00 1,500.D0 000.00 160.00
11. Pastlw Cort Cmcreta liaeuall Square Yuri 40.00 20.00 000.00 20.00 too.00
Irooal MA ritimr ll
11. PwtimA Casual Castrate Curl Usual lot SO.DO 10.00 500.00 11.00 MAW
ra utter Iraeeool MA
• rgLKrrtl
:altatd kMaele "M" 221.25.00 162,201.11
9A1 dal"lr 17,132.11 1E,79.e1
least, k1aWa 'M' 231,317.Is 11A,ht.77
Ratal 22-1017 City N Mtm , to wtowl of Eyirwlol Oqo IS
"I T1• WITMy IEIEO IISTALATIOa 1wtIVCK OK 0 (71A CI to 0ff EIICitt M Wlr Cwlrwlr Cwtrwtr Cketralr Ckelrwtw Catrutr
lid We isoluws titlketo I.L. OLIO CD~ 11CM CMTW10k COLICCIO COBTIOCT ION IIM COEIOLCTIM KOK EICNNTIN
Ito awl Mountlake east Est. unit fit Mil Ito unit old all Old fait lad unit old
Mo. M. Ihality Mon meet Mon meet hate ho t trice meet Ante WIN prate Aswt
1cho0hle 3
O). AN"" M Ink Iawkw Nth Ewh 3.0 1,500.0 4,500.00 112M.00 31730.so 1,430.00 4,290.0 1,700.00 5,10.0 2,000.0 a,0O.O 2,50.0 7,Us.00
extra thick few or Help
02. ""It, 51 Ink Daimler Nth Each 1.es 1,2O.10 3,200.00 I'moo 2,O0.M 3,N0.00 3,N0.00 2,500.00 2,50,0 2,1M.0 2,1%.00 3,20.0 3,200.06
Fop Crrwtaw W alra thick
Nw or flaw
03. Moow MO whits o"Mial Each 2,00 330.00 700.00 250.00 500.00 500.00 114c.00 W.O 1120.0 W.00 1,00.0 50.0 1,00.0
whole
If II Ink flwtw hhwr taw Ltwal Feet 700.80 75,00 w"500.00 79.07 $5,429.00 57.0 39,W0.0 R.00 62.3O.O 91.0 O3,16.00 75.40 32,500.00
(PC)
N. 10 Ink llesolr Seer hes 4wc1 Feet 50.0 35.00 1,N.O 70.00 3,50..00 23,0 1,7%,w 42.00 2.100.00 40.50 2,025.00 50.0 2,500.00
im)
M. t led hwlw taw fw Llaal Eat 150.00 20.0 3,000.00 20.N 3,O0.k 42,O 1,30,10 U.00 5,700.0 25.0 31750.00 75.00 11,250.00
Side Shwo
11. 11 led a h Ink Test Lack 1.0 150.00 3,100.0 20.10 1,400.O 290,60 I,60.00 310.00 2,4010.00 200.00 I,6 0.O 375.0 3.MO.M
M. Morw Crwsih0 N II1 Railroad loop Moo I.M III.W.0 II,M0.O 34,00.0 30,000.00 21,O0.011 21,W.O 0,00.0 N,OM.M 30'"0.14 31,MI.44 33.IOO.M 33,8O,0
Ialadlq CeeaN Ties
• Iaholt, 34 Ink ipadel it M Low V Los pwoo S,SM.O I,400.00 2^00 3,M0.O 3,100.O 2.3M.00 I15O.0 5,O0.0 S,W.M 3,2M.M 3,2M.00
with titre tells Raw r ploge
IL Pipe irwlsties travel IN 300.0 15.00 3,1hO l0 20.0 k,M0.O 12.0 4,265.W 15.00 5,140.0 20.80 6^60 13.0 3,166.0
It. Foeol bares 1r irach Rackfill To 2.M1.10 6.00 I4,M1.M e.08 12,00,00 10.00 20,00.0 12.0 20,000.46 1.0 I,MO.M 1.0 1h,1M.16
12. Crossed Morfaask lop Courts To 2M.11 0.011 2,60.0 IT.0 3,30.44 moo 3,NO.N 11.M 1,6 0.06 12.M 3,LY.10 IS.M 3,N0.0
We MM
13. Asphalt Drat Ewrate Class 1 In IM.N M.M O,Mo.M hil.M 6,00.0 56.50 S,E%.M N.M I.IM.N IM.N 11,MI.M 75.40 I,3M.M
ialodie0 tenq Amalt it
front patchlry
14. Asphalt Coat Cwcrwe Cited 1 To 321.10 35.00 11.2M.0f wok I4.M0.10 e3.50 13,120.0 62-00 11,0401N N.M 16'"0.66 U.M Thaw."
Ialsdcy paNe1 Asphalt fur
Possessions
Aetna 22-J" City of bit" . Meato l N EylrwlN Pap .,
11001 It- 11111111101111 GM IPSTALLAIIVII AYATTM AVE 1 Me ET to /U SUCuy et Nato Cestrutr Cutrrlw Contrrttw Cenlrealw Contractor
h1 late filaments Estimate A.L. #Lie COMAAy ATCII CaaT6TIN COLKOD CMTW ION Ella contWCTim tall EMIATIS
It"lwa lntnoliee tell fit, Wit hA belt hl Unit 1i/ iMlt hl omit hn unit Oil
In. he. rustily Prue Asesnl Price amst Price helot Fran Assent Prato honest Prate Intent
PaWmal Bawler
15. adjust InseeIn as Catch hens Each 10.00 300.00 3,MO.M I50.04 I,50.00 2M.M 2,5M,00 200.On 2,0110.00 2ee.00 21000.00 50.60 l,OM.M
to bode fdleeul hseonal
Fwloy
M. ad)ent Vain her to Srant fwh 3.00 iM,M We.00 50.M 230100 130.00 IN.00 150.00 750.00 100.00 NO.M SSO.M I,1M.M
tetlolnl Pnntret owlny
17. illonsllon Inspection Luq 6" Loc 1,SOO.M 1,50.00 I,00.00 I,OM.M 500.00 500.60 2,No.00 2,00.00 7".00 7M.00 I,OM.M 1,000.M
L Costrecuon Sletill W ump lee 1.00 2.00.00 2,MO.00 4,000.00 4,00.00 1.200.60 1.200.00 1,0ee100 1.000.00 2,000,ee 210O.M I,3M.60 1,SM.M
•-Hilt lets,
N. Portland Ceeol Cornell Ern sad Liwl Feel 30.00 10.611 50.00 15.00 750.00 6.00 1M.M 30.00 1,30.00 12.00 WO.ee IS.M 7Y.0
letter themesal and hPlorentell
70. Prtlad Centel Cocrale Ocmeme!t AOve real 40.40 15.00 too.Do 20.00 MO M M,M MO.00 ee.00 1,00.04 30.M 1,200.06 50.40 2,OM.04
Ihesoe enh ISPlusnl
N. Lot Uri" i/ lack Yip Cusllontal Until front I00,04 0.10 40.00 1.00 too.00 0.71 00.0e 0.50 200.00 0.50 210.00 0.23 140.00
a. tainted Ambit Vollo Center LionNl Feet TIO.M CIS 101.50 11% 11015 M 0.30 211.04 1.00 73C.00 0.50 M5.0 6.35 23510
hriM It IoAN I1"1 fwh/tripel
Fainted Owe Strip, 1 IMaee life Lionel feet 30.06 1.10 361.00 2.30 910.00 0.37 133.20 1.00 30.40 0.30 111.00 0.31 11110.411
tea GenonlnoInen
51. Noted had Ow CIO Inches India) umi food 74.00 1.0 24.00 1.00 112.00 1.15 27.ee 5.00 120.0 10.04 240.0 1.25 34.06
16 foisted Ceeeonall 11r Pattern Liseal Feet 360.14 0.30 114.16 4.0 I,011.0 1.05 M-00 1.10 366.00 3.00 1,MO.M L" 51111.041
11 two 1 120 tub tub law)
L. Noted Crowll Moralist Pattern tassel fat IM.M 0.11 0.0 /.M MI.M 1.05 Ill.M 1.30 344.91) 3.0 611.0 1.30 3411.10
12 IrMS 11601
27. Painted Iraffis "a0P" Ewa O.M 25.40 200.16 131.M 1,20.00 21.00 101.0 U.M M.M 30.0 2M.M 25.40 IM.M
51. Volatd traffic "Orrow'" Etta U.M 7r1M 175.0 M.M W.M 11.11 251.0 31.00 510.11 33.0 25.0 5.0 IPS.M
Mhl 32-1w-17 CIt7 of Mlr oat.-tewl of f+ryrerry Pap IS
"I IV WAIT KKR IKIYLI111I SOM TI1CK IME 1 Illo 11 to 4t1 QlCttl of Irlr CrtrKlot Erlr KtM Crtrxt r Contracts, Crtracler
kid kit 60irers isliula C.L. ILIA CMIM ITC01 Cwptl1C11TIY COLYCCII CMMCI111 Kim Cb6nu11p tat EU M71I1
Ill Iars NuriKtrw Osit tat. Volt 1./ "+ M Mott Id unit h0 tali Id twit old
18. 4 b atlt7 true Mwl lilt Price aerat hill bon t price awl trice Art
21. Plastic Traffic MttK EKo 13.00 1.10 300.00 ' 00 110.00 11.00 a/5.0 ILIA 510.00 15.00 675.00 13.30 3tl.30
Mtotd kOWala " V I3t,3M.50 1011 f00.00 15,171./0 1%,310.00 10/,IN.0 110,H3.10
1.11 Wr To, 11,211.21 131t73 M 11,245.2 15,917.31 13,300.14 10,N1.23
. total kaaNla " 1' 150,011.11 I71,ar1.M 130,I19.N 212,427.31 371,310.14 195,437.23
•
Ittet 22.1a-07 City e' Boston • kpwtwot wi ENlawl" OW 11
"I to- agTMl SUER INSIIILLhilOh IWATTIC,k0E S (7th ST to /th SMortrutr Contractor Cwtnctw Contrnctr Cntrutr Contractor
Al Iato IININI COIISTIOCTIOII BEAT OMISM COMTII I.B.SCOTI CWTI WU CONSTRUCTION MLCOl, INC W)IELII[gt2TIBCTIM
Ito Ira buriptla Wit Est. unit Ill nit Id Unit Ill Unit 6a this Ill Intl GO
ON. Ili. Russia, Into Mewl Plitt Blank Pace most 0,1,1 Mast Once most Price Meal
khoale 1
11. WNI,, N Inch Ilawlw Milk Euo 3.00 2,340.00 1,100.N 3,000.00 9,000.00 2,500.00 7,"0.00 2,DOD.00 4,000.60 1,275.00 1,12S.M 2,00.N 4,000.80
"fit thick %nor Ilwks
02. so"#. 5e lect Ilwelr Vito Each 1.00 5,I00.00 5,100.00 5,000.00 5,000.00 4,000.00 4,00.00 3,000.00 3,000.0 3,1D.N 3,12LIO 1,100.1p 3,4a.1;
►A Caorica at wtra thlct
Blw r flop
03. Reavo ask"links wlst,al lath 2.00 00.40 W.N 1,500.00 3,00.00 140 M 600.00 100.00 1,20.0 500.60 t,000m I,weo 2,IOO.00
wwolo
1q. II WA Ilaatw saw F10e Liam Fool 7N.00 B/.M SI,MO,N M.M 60,20,.00 73.00 51,I00.60 73.66 52,500.60 43.11 10,527.00 VIA N,a/g.M
IPw)
M. It Id llowtor Sever Ape llwal Fwl 50.0 25.00 1,250.0 1/.Be 3,moo 10.00 I,SOO.N $0.0 2,50.00 33.00 1,710.00 82.00 4,I06.80
EPIC)
N. 1 Ions&"fr FIVE for t!wol Fat 156.00 17.00 2,5w.00 $0.00 7,5k.00 20.00 3,000.00 25.00 3,7w 00 35.00 5 -4.00 50.00 71500.00
&lot sm,4
07. Is Inch a a Ind Tons Eua 8.00 200.00 1,600,00 2w.00 I,IOo.M 2".so i,000.00 200.00 I.W.w 175.00 I,IN.M VO.N 117611.10
M. •rot Crwalng of Ill Railroad two Ion 1.00 20,000.00 20,000.40 21,001),09 24,000,00 35,00.00 35,000.00 21,W.M 21,M0.00 27,IM.0 27,4M.00 12,2K.M C,W.M
Inc1ud111 Cn111 Ape
• BWola, 5/ Inck Ipwlal at M Low Son 1.00 /10N.40 I,000.00 510M.60 5.010.0 7,5M.00 7,516.a 3,SN.N 3,"0.00 1,350.M 1,3M.M 2,200.M 2,3M.66
with Estrs hick Im or Flop
M. hp 00wBetia Bank In 344.00 10.00 1,440.00 15.00 5,1 0.00 17.00 4,120 N 11.0 3,714.04 25.00 1,"0.10 It." 1,I40.11
IL rml borrow for Irad Snclfill In 2,MO,00 9.0 II,m.M 1.00 11,60.44 5.0 14,00.40 0.61 21.411 1.16 II,MLM 1.* 13,4I.M
IL [!M"I/61tkc111 In Caw In Will 12.40 3,120.0 12.00 31120.0 I/.M 3,00.00 11.0 /,110 11.0 I'm." 13.46 I'M.M
511 Aim
IL Mpholt Cant Glweta Clws I IN MA 61.00 4,I40.04 mob 7,0".46 /I.00 I,BM,M N.N B,wee 52.35 S.AS.M 64.0 Blow"
Including Paving Asphalt for
Tract Patching
14. Is*lt Gant Uncivil Clan S ION 320.411 47.0 13,10.0 ".N 21,120.W 31.50 12,1/0,M 44.00 II,M1.M /3.M 11,764.44 01.0 IB,MLM
Including Paving IgMll for
rap. 17
city of betas . Igarteorl t Ll41aer14
btu 224ori7
S-101 11' MANY IOMA 161YLMIN SNA1TUto 0M 1 17te Il to IU Il)C"lraclr Codirector wi Contractor byeCont coy LasLCIN, C Lilr
Bid bU WINN OMTMA:lIN IElli AIIIIN CNTA A.Y.pCOTT LNSol ITN COETAUCIIN UILWt IK MMwit CMMTMICIIN
Itas tars Ioscripttas Nil Eat. That Bit Whit hl Yeft old tale Is Wrt 111 rice oo
b. b.
OoasUlr Price byre price bwat Price Mort Price lawet Ince byre hue lawal
pa east Imlay
IS. "lot boeelo or Catch usla Ere 10.00 Ia.N I.W.N 300.00 3,W.N 2N.0 7,0a.N
N,pp 1a.N 75.00 7N.N I/O.N :,NO.N
to Mari following I"aaasl
Imlay
U. Adjust so)"In to Grab Each S.N IN.10 50.0 110.N $00.00 100.00 50.00 10.N ISC.N N.N MAN IIO.N SSO.N
fdlwuf Pastelist Imlay
17. Iterldias Ieapntaw Lip ba 7•N 600.00 600.00 3,00.00 1100.00 1,00.00 I,Oa.N 700.00 100.10 575.40 =.$a 1011.011 100.00
ILCaratrettias tttlol US Uses for l.N /N.N 7N.N S,Oa.N S,NO.N I,SN.N 1,300.M I,IN.N I,IN.N 1,7N.N 1,700.N 110.N 100.N
fault ben
11. ►ertlW Cloasl Cataract Carl W LINaI for 50.00 t0.. 50.0 20.00 I,Oa.N MOD 750.00 IS.N 750.00 15.00 750.00 12.10 aN.N
blew (basal W Aellresasll
31, prtlaad Caswt Castrate Ubeall time Ire N.N I/.N 160.04 26.00 1,040.00 75.00 I,ON.N 75.00 I'M.N 2N.00 I,I70.N 11.N tIO.N
IAraaw wd%Pine)
It. Lase Ilripe 1/ lots NIB Cordillera) Llw1 iwt 110.411 0.25 100.04 3.00 1,200.00 0.22 U.N 0.22 11.441 0.34 134.0111
IL r.itted Mato veil"Corer Uaeal fat TN.01 6.30 211.14 3.N 2,110.00 0.30 211.00 0.30 711.00 0.14 244.20 $.0 2U•60
Ft,IN 11 1"aaa Nib Lace ItriN)
• Posted two strip, 1 Ins Nib Uoral fat $0.0 6.0 144.0 4.00 I,NO.N 0.37 1U.10 0.0 1/1.114 0.34 I27.0 6.40 10.4
fill C►0ar1/uUon
24. paietN Nap Illy (11 Inbe life) Lima) fast 7/.01 1.30 H.N 4.00 I/I.00 1.10 20.90 1.22 21.11 4.25 107.06 1.31 U.N
25. Iaisted Crawall It" Miss, L1w1 fast 366.411 1.50 SN.N 4.44 71I1,10.00 1.11 AI.N I.L Q1.30 T.N NI.N t.I1 137.M
11 lack 1 171 We Ere Ire
a, Posted Crosswalk Ilrallel Polities Used iwl YN.N 1.50 310.0111 S.N 1,IN.00 1.10 220.411 1.27 21/.80 2.50 50.16 I.N NI.N
11 lKbft Nfb)
it Ioltt Traffic "NLv" lira 6.40 II.N 17/.414 I0.00 I0.00 If.N IN.* 72.N 170.N IT.N M.N N.N NRN
,+. Pointed Traffic "Irrei' Lrs 11.411 22.0 "Lie 10.411 SN.N WON ULU MLOO 34.0 731•N n•N m'N
solve 22-10-97 C11
7 N 'last" . MPrlwl sl Eyteeereq
Tyr em
1-NI 11' 1YITNY KID 116TALLATION MaT10LY AVE 0 I7te 01 to Ito SUCMlrrter COtradr CMtrrtr COtrrlmr CMI'Mr Contractor
MI sole IMAM comilm110e MIT N►IMk CMy# I.I.IM77 CMMIO IY01 CI1e MCTIM UTEICM, IOC EMMLIK I2110TWIM
It"Ora Mori/tt0 1Ait Eel. Ilett OH Unit Ud Mil old lath Id Taut Id halt Old
so• 4• Worthy Price Yeast price 4wt trice Owl Price almost kite Art Price Mot
1n. Plastic Traffic %it" Each 43.00 12.0 540.00 5.10 M5.00 12.00 346.00 11.00 Mae 13.0 MLOG 12.44 91.0
wtatal IcM01r , 1, 131,M7.44 I13,tN.N 164,06I.10 113,070.46 133,/N.66 IIi,M3.11
1.11 gain its 11,721.e2 IS,IN.25 11,210.51 16,771.11 10,113.22 I5,1/S.N
Total kae4le " O" 161,779.62 M1,e31.25 177,371.56 143,641.19 I/I,1101.12 202,121./0
•
Ntn 71.3ri7 CRIP Of brim , 6110rlatt er tp,arrlp
Iqa 10
1-101 11' TYITN7 NIF71 '11ITILLATId11MIT=40l 1 170 If to 14%IIICmlraalar Caalrrtw
lid late QC Coe 4LICT101 III[ k NK Cu5TNt11
Itw sera 1t r,It,m all Est. fail Did irit lid
N• ha• brntlp Pr,:o hawat Iris Matt
ScuMla 1
M. sett, 11 lack hatter %itl lack 3.00 1,100.00 4,200.00 I,463A a.m.N
Win tuck asks,or flop
p. 'Am"o, 54 Iota batter atk Each 1.0 1,00.00 2,000.00 I'M6.40 I,IW.00
Ira►Cmarlcm ad extra tick
Iat or flaala
N. Heave ad oslwla ex,at,p Irk 2.06 M.00 300.10 500.00 1,010.00
aaahala
•
M. It Ier/ diaoeter Sour plot U" iat iN.N 71.00 54,WD.00 05.10 31,570.N
Iml
M, N Intl diameter law plot Umll fat 50.40 55.00 2,750.40 MN 760.00
WK)
to. a Im►liaoetr hot far lamtl Tat Off* 30.0 1,500.01 10.10 I,603.00
NM Nawa
N. N loss a a lack, Two taco 9.46 20.10 I,W0.W 173.00 1,3M.10
11. Pass tramp N WI billow .ow sea 1.00 15.W.N DAUM I4,4M.0 24,/44.00
lrlrlip Camip Iiot
• lmselo, 30 Ira 1lacial it u to" W 1.00 3,00.N 1,40.0 2,204.00 2,200.00
Nth Extra Thick last or Flop
If. hot Fatalities gravel In 310.11 10.44 3,44O.N 14.75 5,762.00
It. travel ►rrw far Trmos Ncifiil Im 1,NO.0 l.N I,W,00 ILN 11,310.06
12. Crossed tarNnp Imp Caarm in 2u.0 Imo 3,120.N ILN 3,3N.1*
Will eat
13. NNa1t Coomt Crcrotr Clut 1 lm lu.0 wiml 7,u0.46 u.N I,MLu
imladip hoip Asphalt for
iroocl fatzhial
14. I10aalt Cwmt Coacrett Class 1 IN no.0 43.40 11,1u.N $1.0 Ik,N1.M
Ncldlp►rip Ipuit far
Mtn 7t-1W7 City er htr . Iws tmt ai EsO,wrr,p Fop 30
i-101 11• W111MV R111 1161ALLAIIOK OIITIM AVE I (7tk IT to fill STICortrottor Cwtractw
Ito Mto 10C CORTIPCTIM FM1 S m claiw I
Ito Mrs Msukotiw till Est. Mil ks unit ks
10. fi. fiwtlty Fnn Mont Fnn bq t
Pomona Ovwl"y
15. 00mst Namels or Cola oasis Each 10.00 loom 1,0M.M 210.00 2,100.00
to kW following Fswowl
Mwlay
Ik. Mina M)n In to ism Ew5 5.00 75.00 3MIWO 17,to 173.44,
Mllwty h"owat Overjoy
17. klwtdw Iso1w!,r Low Ew 1.00 1.00.00 :,00.00 11109.00 11100.00
•
IL Cwtruttw IIoUy W low k0 1.0 1,50.00 1,50.00 t,Aq.M 4,400.00
As-kilt fits
11. FrtlsM Corwt Cucr"l"W►am U" fort 50.01 10.M 500.00 11.00 SM.M
fitter (bor"al «w al+cwwtl
11. Frtl6W Cwwl [oscrtll Slkwll Spero tr0 00.M 20.0 100.00 20.90 100.00
Ibnw rl fiFlrol
21. W krtp t0 WIN Mm Cwltawsl linol Fast 40.10 0.25 I00.00 0.25 too."
22. Fon00 b"it yollw Color Limit Few 730.01 0.30 211.00 0.13 200.1E
Ratio Is Won Mm Fork stripe)
/snto0 Isn RrtF, 1 Inkor km Ltw01 Fort UO.M 0.40 111.40 0.10 I44.00
ter cmwhullw
20. Pilot" stop IV III loco"Mml Ltord fort 24.00 i.25 36.06 1.20 11.1E
is. Fstotw Crwwoit filar fatter. Land fowl 3•'.�0 1.75 430.03 1.05 371.111)
11 Istk o 120 IKh Esrk IV)
36. Fdot00 Crororoll f"wolld Fotlsrs Llswl FM IMAM 1.25 250.A 1.13 110.1E
11 IMAw NEW
11. F01atM IrofUt "illy" Est► 1.0 25.11 210.011 10.M MO."
�. rd"IrOlk ••kt01•• Fp 11.40 15.0E 315,N 25.00 1T5.10
I
i
i
Pala 22-)u47 MY of katas , kWtmt of Lelaoomrlal lap It
1
FNr 11. 1MI1MT MKII 10914011M pMTTIOM 11L i 17ta 11 is Lse IIMMUactac hatred.
1f1 kid 11C Co&TNK1111 1ML 1/!11 LaolwiI
It"Man kxrflt,ea Mall Est. Maft 11/ Malt We
No. Pa, krtltr Price Mart Price Mart
A. Plastic traffic kltw Lase 45.16 11.0 M.10 11.16 1q.10
LWUtal khakis " 1" 151,5A.44 135,115.51
1.11 Was Tu 12,254.31 11,967.54
• Total khakis " 1" us,511.11 I46,115.04
I
` SAW Y1Ja-17 Cit7 N AWN . kyMleMt M EquarlN Pap 22
S-401 It' WITmW UJIM Ia1AL1ATIpl SWTTOi ME S 21tt 17 to 60 %!City N 9ntN fitrartr Catrxta, CNtrulr Catractr Calrxtr
kid Bats Ealtsws Ect,ate A.L. I1.11 CfMYR SICK C0f57KICUN C0.I¢CIO CO18rwllN Sla CMTRKTIN 9Ol FIC1WTIW
Ita Sees Asxri/tin all Est. but lit fail aid Unit Pit Unit Bid Wit kid fart It.
he. !. Asatily Price Annl price lewst Pt to Aewt Mce Swat Print AMOUNT price Almost
klsimle M
N. 11rMie, N tub Diameter mill Each 3.60 1.50O.M 1,WO.00 11250.00 317M.at 1,430.00 4,290.00 I,90 % 5,700.00 2,0a.00 6,100.00 2,500.40 "SM.M
atra tick 640 r floor
12. llahels, 51 Tub B,amtr nth Each 1.00 3,200.00 3,200.00 2.600.00 71000.40 3,"0.00 3'"0.00 2,700.00 2,700.00 2,250.60 2,150.00 3,200,00 3,2M.00
1 terse CntuUn W Ntra MCI,
Am or flop
IL lane W Woa" nisttsl Ext I.00 350,a 706.00 250.00 500.00 500.00 1,000.00 00.00 1,20.00 500.00 I,OW.00 Sa.00 1,000.00
awe
•
11. 11 lark hrtr lever Pipe Ltaal Fat /00.00 MOD 51,500.00 r' 17 62,09.t' M.15 46,725.00 I00.00 70,000.00 105.75 74,425.00 45.00
IlKlllm Ira e2 pely-rap)
45. IS lack bwtr Sear Pipe Uacl Feel 50.00 39.00 1,A0.00 75.00 i,750.00 30.00 1,500.00 50.00 2,50.M U.25 1,112.50 61.0 1,256.00
11Klilm Ira m/psly-rafl
06. A Tub Diameter NM for Uaal Feet 150.00 20.00 1,000.00 25 00 3,750,00 47.00 61300.01) 44.00 6,60C.00 25.00 31150.00 75.40 11,230.00
side Stirs
el. It lack , b lack Tree Each 9.00 450.00 3'1".40 l'"O.00 4,000.00 750.90 6,000.00 1W.00 6,MO.90 11000.00 11000.K ;,7M.M 1,6M.M
a. wM Crauml N 871 AsUrad UmAp la 1.00 II,W.M 11,000.40 30.000.00 30,000.00 21,M.00 21,000.00 40,040.61 60,00.14) 10,60.00 36,0 0.00 33,AM.10 33,90.00
lulsdiq Oxp Pipe
• laatls, 51 lack IIPUlal At N lap V 1.00 3,50.10 1,3m.10 I,90.00 2,000.M 4,W.00 4,000.00 2,no.00 2,moo 5,60.00 5,000.00 1,IM.M 3,3M.0
site Srtra Tbtrk law or Flash.
it. ►ipm Fwsdalia Gravel Too 116.00 15.00 5,I60.00 1 1 6,MD,M 12.0 4,2A5,W 15.00 5,160.10 20.M 6.M6,M is.M S,IM.M
It. Rravel b rra for Tract Ixkflll in 2,000.101, 9.00 16,W.00 AM 12,000.00 10.00 20,W.00 12.00 20,000.90 1.00 2,M.10 1.44 lb,M1.14
12. Crashed wtuly lop Cow" To 20.90 10.20 2,60.00 13.00 3,320.00 15,00 3,W.00 ILOO 2,60.00 12.00 3,17•.N 11M 3,MO,M
5//br
13. AtpGAll heat Caetrele out B Two tM.M 60.0 a.W.M 6-60 6,000.00 U.50 S,650.N M.M p,MO.M 10.40 16,mmim 75.M 7,3N.44
full""pang Asphalt for
irmKt 1`41111q .
le. hephal' Cmutl Cnvels Club 1 Ta 32LOO 35.00 I1,20,00 50,00 lA.MO.M G.50 13,920.00 62.M I1.N1.M 30.0 It,l11.M 52.00 16,60.M
IKIN Neiy Asphalt 1r
0
In/al n-Iani7 City of Iestes . Impertinent N Em0lwlso ►ail 23
e-01 W WXIIIIY KNEI INIALLAT1O 1OTTICI AYE I MA IT to ath STICity M Inotaa Caetractr Cacti actor Contractor Coat,rctr contractor
Pit Into ENinnors Estimate I.L. ILIA OR MIF ATC01 COLSIIUCT10 CO.000IO CONTIM114K KIF C013TWZIIOD ¢01. E1CA0TIR
Iles Ira Description unit Est. unit I'd limit Did Wit Ito Wit old Wit lit Wit Pod
In. L.. Westity hill West Price All t Price Asonet price /resat Pills Pontiac hits Await
PAveesnt swlay
IS. O7esl Ansonia or W. 14 Iaato Each 10.00 300.O 3,WO.00 150.00 1,500.00 300.10 3,000.00 200.00 2,000.00 200.00 2,000.0 50.0 5,000.00
to prase Ieilmot Pareertl
Owlay
11. Adjust Os)" on to kW Each 5.00 lei." $0.47 50.00 no.00 I50.O 750.00 150.00 TSO.0 100.00 510,00 350.0 1,750.00
loliesup Personnel Overlay
17. 7111eiaion Inopecltes Loop Sol 1.00 1,500.00 1,500.0 1,000.00 I.W0.00 500.00 W.00 2,000.00 2,000.00 150.60 750.10 1,000,00 1,100.10
•
is. Construction 1takiap and loop Sno 1.60 2,000.00 2,00, .0 4,000.00 0,W.00 1,290.00 1,200.00 1,000.00 1,006.00 2,W0.00 .,000.00 11500.00 1,50.0
ho-will 4lon
Is. Portland tamest Cesarean Carl W Uaeal Feet 56.60 10.00 WO.00 15.00 750,00 0.00 /0r�.00 30.00 1,500.00 12.00 W.00 i5.O yu.O
Eottr tllwal onl In1laaesoll
M. Portland Cannot ttucrelo tldeeell Saw, lard 00.00 15.00 000.00 20.00 tO.00 20.0 100100 4r,00 1,00.0 Woo 1,20.00 50.0 2,000.00
IOowe W Oglocol
21. Lane Stripe u0 lscl Into Continental Lima] Fat 400.00 1.10 40.00 1.% 100.00 0.71 14.00 0 SD 200.60 0.50 100.00 0.25 100.10
n. Painted ladio yolles Center Lima] Fat 730.10 0.13 It 00 1.50 1,095.00 0.30 20.00 1.00 750.00 0.50 L5.00 0.33 29.30
strips 0 leches side teal Otripol
49 Painted two Strip, I lachn Ito Lima V , 360.00 1.0 30.0 2.50 00.0 0.37 IA.20 1.0 311.11 0.50 I10.O 0.20 10.0
Ir C1Mnelinties
20. rusted Stop W lD Inches Pipe) L.w) Find 11.0 1.0 24.0 2.O 102.0 1.25 27.0 5.0 121.0 10.I0 I40,O 1.25 W.0
15. punted Caeswll tiny patient Utmost Feel 30.0 0.36 10.0 4.0 1,040.O 1.05 111.0 1.111 30.10 3.0 1,00.0 1.51 50.0
11 limit a I20 loan Erl WI
36. Painted Craewlt FPr41101 Pattern UAW Feel 210,0 0.20 40.0 4.0 M.01 1.05 210.0 I.O 300.O Lto 00.10 1.0 30.01
12 Italian side)
!7, hinted lralltt "M►7" tab LID 25.0 100.0 I50.O 1,2N.O 21.0 111.0 30.0 NO.0 30.0 2410.O ism Well
X. Painted Irallie "tree" FenA 11.0 23.0 2/5.0 0.0 44.O 21.0 231.10 0.10 10.0 ILIA 313.0 25.0 175.O
lot" 22-In17 City of Into . Igrtaut of Eglaartal la00 24
9-101 11' EWITM4 Will IIIEl61L11110A SWTTOCa AVE E Ilia it to 4l1 111Ci19 04 btu Cntracler Cmtractr Cwtractr Cutrrtr Contractor
Ii4 kto Egirrr Ettlute LL. 0.1A CWAMV MAN COIISIRMTIW dLUCC10 cowta1IN ME CMTRMIiW 04, ECWMI IK
It"Wa leacnpiu WI Eat. Wit b0 Unit AJ u,t he Wit Id Wit lie Wit he
M. No. huOty hit* Anut hit, trout 0"" hart Prue Anent Price asset hits pert
if. 01utu Irafill bitten Each 45.00 9.00 340.00 4.00 160.00 II.W /15.00 12.00 540.00 15.00 175.00 12.50 562.9
Wtetal Iterate "M" 146,511.50 175,/W.00 151,01,'.W 201,M0.00 161,452.30 195,143."
8.1% Ealu l0 11.174.44 14,240.29 12,234.76 16,M7.46 14,417.65 15,06.51
. Total kaokle "M" 19,472.M 140,04.24 it],281.16 226,92.44 18,19.15 210,941.31
fetal klolale 'A' 164,214.71 170,M5.31 168,413.15 `15,060.54 113,M.44 231.604.25
total kaekle '1' 19,09.71 174,471.M 19,119.M 212,427.4 179,340.14 t95,437.23
iTotal kMOeloa 'A' A W 314,104.41 345,045.26 311,353./l 437,487.05 Ll,mrs U7,841.41
MK Altrutd
Total vhM1r 'M' 174,224.77 117,361.43 :11,147.43 261,121.52 203,SM.24 247,397.66
latal k6w41 'M' 19,472.91 IA,0 6.21 163,2M.16 2H,f13.46 194,150.15 IIO,M1.9
Total Schedules W I 'M' ]32,M.75 377,427.71 345,220.59 447,463.M 3M,741.39 49,347.24
4010 Alteroalel
•
late: 22-Joi7 City of teat" . lyrlseet of fotisarc" fads 25
"I It' IWIIp1 IM INSTALLATION SMil=AVE S 17tl IT to 6U t1lCwtrsetr Calraclr Contracts, Collector C"tuts, Cvetractr
lid Dote =)t01 CIMTb211p toy suimo cm I.N.We" CMIR Ora C01 mcllp OTEUM, INC bmtl[CMIITWIOA
Items Iva Descriptive Mil Eat. unit lid blt Ica Is I lid Unit lid Wit I'd Wil Ice
de. M. Doubly hits tMt hi to Almost Price ke t Porte Almost frice Domost hill ssnnt
kkikle M In.m.p
it. llaeeale, ep isce Diameter with Ease 5.00 2,30.00 6,0o0.00 3,O0.00 1,Oom.40 2,500.60 7,500.00 I,500.00 4,5".00 1,275.00 3,05,00 2,000.00 6,"1,00
sells thlCl Use or flaay
12. dawolo, 50 lad harts' will Earl, 1.60 5,I00.00 5,100.00 5,000.0 5,000.00 4,20.00 4,20.00 3,000.00 3,000.00 3,625.00 3,625.00 3,100.00 3,00.00
It Cwswtiw am setra!Mick
tan r flop
63. Now" led Wray mallet Each 2.60 400.00 100.00 1,500.00 '..000.00 300.00 W0.00 100.00 11200.00 SM." 1,0 0." I'mic 2,W,"
MWIe
it It Sect bewtr Seer Pipe Limit fat 700.00 115.00 N,500.00 as.W 47,2W,00 14.00 Ulm.00 n.µ ",Som.M 31.61 01,p7.p 170." 14,000.µ
t1ek-Wo I've w/M1lrwapl
116 M Idea tiavelr Sser died Used feel 50.00 50.10 2,%0,40 00.00 4,W.00 so.OD 1'"0.00 70.00 3,50.00 45.00 2,230.01 13.00 1.150.00
Quills Irmo al poly-ry)
OL A I1t!/ieeeler Pied fill Liseal feet 150.00 17.00 2,SWAO 50.00 7,MO.DO 20.00 3,000,00 25.00 3,730.90 45.00 6,754.14 50.40 7,5M.M
tldl Mrs
p. 11 lack a e We Ions fats 1.00 1,500.00 12,000.110 6W.00 I,W.00 1,000.00 1,000.00 775.00 6.200.00 1,IOD.M 10,100.W 700.40 3,M.p
IL unrst trust" of 1/1 Railroad! l+ep Doe 1,00 20,00.60 20,000.011 20,00.00 20,144.00 35,000.00 351Oom.00 24,000.00 24,100.00 27,430.O 27,170.64, 4I,240.00 02,210.10
lsel0il"Gel"Pied
• ham-4, 51 Isee yrcal at p loop IN 1.00 1,000.00 ilowbo 3,Op.00 5,00.00 7,500.OD 7,swoc 3,500.00 3,500.00 1,3SO." 1,Swely 2,Ip.p 2,106.p
late Eatra Thick lase or floods
10. Pipe pwslative Brawl IN 3/1.00 10.0 3,160.00 15.00 5,110.00 12.00 4,121.00 11.00 3,754.00 25.0 1,00.0 10,00 3,00.M
it. front tor'" Is, Trwth Docsfill lam 2,00.00 1.00 11.1p.It 1.00 Ia,W.00 9.00 11,0p.80 1.01 20.10 ka 11,1p,p 7,56 Is,p1."
12. trWse Arfrist ly Curse Tom Mo." 12." 3,Ip.M t2.00 3,120.00 If.O 1,6 0." wit 0,10." 14.46 2,60.0 IS." 3,316.06
5/1 Ibm
33. behalf Coolant Cwoste Class I in 10.0 61.0 6,10.0 70.0 7,110.p 41.40 0,p0.80 00.0 6,00.6) $2.55 Smile d0." 6^0
Iw1O1" Pm"deposit Is,
7rw h Pstdi"
11, Asphalt Caswl Castrate Class 1 in 370.p 47.46 IS,M.M µ.Br 21,136.0 31.0 13,1,10.00 11.0 film." 43.10 Il,)60.00 04.0 II,W.p
IeeWi" Post"bout K
Plw 22-4047 my N 0eetw , lowimi of lngswerrng Pape In
"I It' WITAP NEVER 061"11011$OTT= AVE S (Tin fT to US ITICshtr Ktr Cmiractw Contractor Cwtractr Contractor Ceetr Ktf
old MU WIM C011T11KTION BEST MISS COV12 R.I.SMII EMIR 01e1 CMIRUCTION UTELC➢N, INC SMLIIE COI YRXT3011
Nee Real Description Wit rat. Unit Id Wit Id Wit Ore Unit Bid Unit Bid Wit lid
M. M. Quantity Price Mont hire Mewl Price Owunt Price Oowal Price Monet htct Mont
Pa.dwRt ovwlay
15. MSwt NWeth r Latch Ratio Each 10.00 100.00 I,0w.00 300.00 5,000.00 200.00 2,000.00 10.00 "0.00 75.ee 50.00 100.00 1,400.00
to kW following Paeeewt
Ierlay
it. Mewl Yale,Ish to Stang Each 5.00 100.00 500.00 100.00 500.00 160.00 500,00 00.00 450.00 W.60 250.ee 110.00 WAR
/dishing Pa Overlay
17. 111w1ush leslertcon Lane Eon 1.00 00.00 600.00 3,000.00 3,000.00 1,0U.00 1,0W.00 700.00 700.00 575.10 525.60 "0.01) "A.00
•
Is. Ceestroction statle0 W Lead M 1.00 700.00 700.03 5,M.00 3,000.00 1,300.00 I.M.00 1,100.10 1,100,00 1,700.00 1,704.10 "0.011 "0.00
M-Yill Not"
M. Portland pshol Ceecrote Cie and Lineal Feet 50.00 10.00 500.00 20.K I'W.00 15.00 750.00 15.00 750.10 15.00 750.11 12.00 60.00
feller (dered W NoPlacwwtl
>t. MtIW Ceewl Lshnd1 irRwail inYY17r/ ee.W I9.00 /10.ee ]I.ee I,Ow.ee .5.00 1,000.00 25,00 !,000.01 26.00 t,120.00 It." M.06
11RRaee ad WKd
2l. Lws Stripe 10 tub Vida Contained) Liewl Feel 400.00 0.25 100.00 3.00 1,200.00 0 22 00.00 0 I2 U.00 0.34 1U.00 0.25 I611.10
22. Palntod IwhIR Yailw [ester Lishd Feel 730.00 6,30 20.10 3.00 2.m.00 0.30 21t.10 6.30 210.00 0.34 244.70 O.X1 233.E0
Wipe 10 Inches file Loch Stri►ol
toRalatRd darn Strip, 1 Indeed Wide Law) feel 3/0.00 0.40 I44.00 4.00 1,440.00 0.37 113.20 0.0 111.06 0.34 17"'0 0140 111.00
fr CVaewlila3rw
20. Painted step bar (it Inches fide) Urinal felt MOO 1.W 36.00 e.00 I/1.00 1.20 N.M 1.22 21.31 4.25 102.60 1.30 31.30
IN. Painted Stomata 11r Pattern Lteeai Fat 100.0 1.50 510.16 COD 2,160.00 1.10 31600 1.22 431.10 2.30 100.10 1.30 432.01
I1 lKh a 120 inch Ead am
21. Painted Creeaeell (Parallel Pattern Until feet M.00 1.50 no.00 5.00 1.000.00 I.10 MAP IM 200.00 2.50 510.60 1.34 1ee.ee
12 Seehle Wilel
V. Painted Unit "N►Y' Lain 0.40 22.00 171.00 1ee.M. 100.00 21.00 161.ee 22.00 176.0 27.10 13.10 25.10 316
31. Rusted irstfic "1rtco' Each It." 22.00 201.0c 30.00 WIN 16.00 MAN 12.00 242.00 20.10 MO 25.0 2TS.M
kcal 22-7ao-67 city 04 Mies . Iqutwrl N Essiwaliq P 27
tIr
1-401 II' MNIIMI IEIEO INIT011ai11M IMITM AVE 1 170 11 to Itai CilCwlractar Costrarcer tdstraclor Cdstrulds Contracs, Codirector
lid kit wim MTKCTIM Sol lnis t COMP t.t.R01119131t 0t"C71IT13Cilm VTTLCM, IN SMLINE CMTNKT10t
Itw cur huri0tids Limit Est. Unit lid unit Itd Wilt lid Unit lid omit lid unit lid
At. 1+• Isastity price deedst PT ce knit Price "wet price yo0al Price aiasdst prsss aitart
21. Plastic Traffic Solids ENS 45.N 12.00 540.00 5.00 M.00 12.00 540.00 I1.00 415.00 IS.N M.00 12.44 SN.N
It►tot l kwdsle "M, 1"1407.00 204,1I1.00 171,391.00 151,170.0 151,1%.64 IN,773.N
1.11 Sol" In 15,422.97 11,3M.25 14,111.06 12,244.11 12,113.12 11,7p.N
Thal k0odole "M" 205,129.17 221,5N.25 19I,01.16 143,415.29 1)7,61/.52 221,522.N
Total kainlule '1' 257,351.01 331,037.50 1N,19.35 171,254.31 I4T,Q1.03 2M,1/1.II
Total kkMe '1' 111,771.4 201,637.25 171,371.56 1/3,841.11 111,301.92 212,1N.0
Total kh"Woo 14, 1 -11 427,117.70 505,/71.1`5 313,521.11 S15,I0S.50 213,13/./5 W,313.N
(PVC 0l toreatel
fetal stainless 'AA- 297,06621 30,130.N I12,511.16 IO2,171.% 174,435.05 }21,I7L 11
Total kaieSole IM' 205,121.17 221,521.25 112,R1,M I63,115.11 171,010.57 2I3,SI2.N
INN khaklw 'N' 1 '14' 502,19/.11 570,256.15 375,341.82 345'"0.25 317,105.57 151,113.N
MP III tovi i
•
Patel 22-JY-17 City 0f RwtCL . Separtaat all Er,luar iag Fap 20
6-601 it, 20N11e11 KW INSTILLATION SIUTTU3t NVE 1 (?to 61 to dlh 6TICat rater CYtritty
Pad late SA[ CONSTMI[ION PIPE k SONS CONSINCTI
It"gars bwnplla Unit Est. (Mil lid Wit Sid
ee. No. luwlely Price hwual price lowest
Schedule IA
OI. lm1kla, 01 loco blawtr anth Each 3.00 1,40.00 4,200.00 I,IU.00 1,sr.00
alra thick bow or flap
IL WM1/, 54 lab Iearlr ail► Each 1.60 2,00.0 2,000.0 I,100.00 1,100.u0
MA Caeecties ad atra thick
Ihw r II np
43. lavre m Weap 811SURP Each 2.00 150.0 S0.00 540.00 1,010.00
• Yrlala
24. Is Ink bawtw guv Pipe U0H Feel 100.00 12.00 N.40.00 57.10 39,970.00
(tactile Ira a/ pwy-rpl
H. 10 Ink PaYtar seer tilt Liwal Feet 50.00 70.00 3,UO.00 20.00 1,000.60
IPa lele Ira a/ Poll-epl
11. 1 InA bl#M" Pilo /r 1.1" Few 350.00 30.00 f,SWOO 10.10 1.105.00
side Iars
117. 11 ink I I Inh hew Each 6.00 100.00 4,00.00 U0.00 /,4".00
11. Wed Crowed e1 UN Pailrom imp lea 1.00 35,000,00 35,000.00 25,W.00 25,000.00
Inldiy Gnp pip
is NaeMla, 51 into Spacial At 0 L0a0 lee 1.00 3,000.00 1,000.00 2,200.00 2,200.0
wU Eitra Tisch Paw by Flaap
U. Pipe FaWatia brawl :a 344.00 10.00 3,ask.00 11.75 5,U2.00
It. 1r0n1 Nree 1r irach Mckfill IN 2,0 dim 0.00 1,100.00 IMP 21,360.00
It, cram Mrl'aciq ip Cw*ar IN 266.0 ti.0 3,120.0 12.N 3,34M.Be
511 N1as
U. IpNll Comment Eaorate club 1 to 10.0 70.0 7,100.00 0.10 1,oaam
Willimp paeial Ap►all fill
trash Patchici
10. JIOAlt Ceeat Cdnnte Clan 1 See 321.41 45.0 14,00.40 30.0 I4,00.0
Inledieg hoq MOkilt fill
total 22-jam17 City el Ionta . Ispwtaonl of agimeerly tole IF
I-01 II' YMIIJ"KM3 ISIa11811w 5011SCK 64 1 lite MI to On STIENtrater CaVwlw
Aid tote [aC COSITMSCTIIM PIPE E WE CMMATI
Ito Ira toocnlUde wit Eel. Safi Bid bell bid
Ad. NO. Igwtcty trice A w t Price Vert
Proudest Sowlay
13. Adjust SWole or Win help Each 10.00 100.00 1,000.10 2%.00 2,100.00
to Brand Winning Pradeont
Iwrlay
a. eejdel Value 1w to Armed Ere 5.44 75.60 315.a Mail 415.00
lellonisp Prodest O wlsp
17. lulnitlm Inspection cow Son 1.00 1,000.00 1,000.00 1,100.00 1,100.00
•
IS. Construction Making as low we 1.60 1,500.00 1,500.00 t,100.00 4,400.00
k-milt Aetna
It. Portland Carol Concrato Cush see Lceeal Fat 50.60 10.00 500.00 11.00 Sm.00
lottw Ilmeeoal eed Replacement,
.0. Mlland Cement Concrolo Sideeell $"we told 40.00 20.00 800.60 20.00 100.00
Vanden W ft11uc l
L. Lw Strips 1/ Inca Side Catleeeel Uonel Fat 000.00 0.25 100.0 0.25 100.00
32. Pointed leehle Vollee later Lindell Feel 730.00 CIO 211.ee 0.13 100.10
Strips It Incicn Side Ere Stripsl
painted two Itrip, I Iuceda SIN Usual Feel 300.10 0.00 1/1.01 0.40 110.00
iw C►onrliatiw
14. Painted kw Sol (1t Imb n lade) Usual Feet 10.00 1.25 $0.00 1.20 21.96
A Pointed Crdewll Itor Prtlwe Usual Feet MOM 1.25 034.00 1.05 311.00
IS Inch a 120 Iwo Eoct Marl
11. Fainted Crdeasull Ifralal Potters Lionel Feet N0.00 1.25 250.00 1.05 M.ed
12 Irlee Sift!
P, Polnted 1roFFic "SRy" Euch 0.10 25.60 2ee.44 25.10 100.00
30. Painted IrNNc "&rw" EM II.M 71.M 115.10 ILL$ 111.do
kilt 22-3047 City or Raton . kPwtsat N Ey7mar7al laM s
"I U' WATIAR7 KKR INTAIAA110R 1AMTTUTi AVE 0 the IT to ate STICatractmr coat'aclr
k0 late 9K CORIOAKI10A PAPS 1 MIS MIRKTI
Its two Descriptive dint Est. Ott lac Unit Id
la, M, Sodality Price Aaaat Price Almost
21. Plastic Traffic kltoA r.ca 45.0 13.00 M.00 I1.00 195.10
Ytotal kadolm "M" Iaa,a0.00 149,211.50
0.11 calms Da 13,54671 12,111.61
• Total k"la "M" IM,IB.73 1",343.11
Total koo0ulo 'M IM,773.71 III,413,20
Total klMul. V IB,59a.31 I46,903.04
Total kWala 'A' I W 314,170.01 321,54.24
IPK AltKutd
Total kooklm 'M' -411,117.19 1%,16g.77
Total kaakla 'NA' IM,IM.73 I60,703.11
Total kMaala 'M' a 'M' 919,30A.92 357,271.0
IMP Mortality
METR0
„ Municipality of Metropolitan Seattle
Exchange BtdR. • 821 Second Ave.,Seattle,Washington mio4
November 4, 1986
Nov
City of Renton
200 Mill Avenue South
Renton, Washington 98055
Attention: Robert E. Bergstrom, P.S.
Engineering Supervisor
Gentlemen:
Sanitary Sewers
Shattuck Avenue South Interceptor
Satisfactory certification pursuant to terms of Metropolitan
Council Resolution No. 2933 and construction plans for the
above project have been submitted and reviewed. The plans
are hereby approved, subject to the following:
1 , Mr. Jim Hawthorn of this office (phone 684-1303) shall
be notified at least two working days prior to construc-
tion in the vicinity of Me ro's 108-inch diameter inter-
ceptor sewer.
2. During construction, no debris shall be allowed to enter
Metro's 108-inch interceptor sewer.
3. Plans for dewatering adjacent to Metro facilities shall
be submitted to Mr. Jim Hawthorn for Metro review and
approval at least five days prior to construction.
4 . The connection to the 108-inch diameter interceptor
shall not be backfilled until it has been inspected
and ar roved by Metro.
5. The 18-inch connection shall be made at least two feet
from the near -st joint in the 108-inch diameter pipe,
and shall enter the 108-inch pipe within the half quadrant
above the spring line at a slope not to exceed 30° above
the horizontal. Perhaps you •gild like to make the
connecting pipe from M11-1 to . interceptor 15-inch
instead of 18-inch (see Oakesdale P-✓enue S.W. No. 2) .
l
City of Renton
Novomber 4 , 1986
Page Two
I
a
6. The new connection to the 108-inch pipe shall be made
by core drilling and use of a Kor-N-Seal Boot as dis-
tributed by P.I.P.E. , Inc. , 4601 South Orchard, Tacr)ma,
Washington 98409, (20G) 623-7772.
7 . The connection shall be plugged and not put into service
until the tributary system has been cleaned, inspected,
tested, and )proved by the City.
Upon completion of the project, please furnish the Municipality
with a copy of the test results.
Very truly yours,
Alan J. Gibbs
Executive Director
By:
Richard K. Sandaas, Director
Technical Services
RKS: jhe
CC: Department of Ecology
vVP METRO
Municipality of Metropolitan Seattle
Exchange Bldg. & 821 Second Ave.,Seattle,Washington 98104
September 23, 1986
5 1986
Williams, Roth & Associates, Inc,
909 Kirkland Avenue
Kirkland, Washington 98033
Attention: Mr, Donald M. Williams, P.E.
Dear Don:
f
City of Renton i
Shattuck Street. Interceptor Sewer 4
I have reviewed the preliminary plans for the above project,
which you submitted September 17, 1986, and have the follow-
ing comments :
1 . Since the project involves a direct connection to a
Metro facility, the City of Renton shall arrange for
land use certification in accordance with Metro -oun-
cil Resolution No. 2933. Bob Hirsch of this office
(684-1266) should be contacted to arrange for certi-
fication.
2. The 18-inch diameter connection to Metro' s 108-inch
diameter shall be made by core-drilling and use of a
Kor-N-Seal Boot as shown on the attached marked up
print.
3. Programming of Metro' s Renton Treatment Plant requires
storing of sewage above the elevation of the proposed
18-inch diameter sewer connection at times. Renton
Treatment Plant's Process Control Supervi6or, Dick
Finger, can be contacted at 226-3680 to find when the
sewage level in the 108-inch diameter intercepter is
scheluled to be below the proposed 18-inch diameter
connection.
4 . I am enclosing a draft of the letter I will respond
to the City with upon submittal of final drawings of
Williams, Roth 6 Associates, Inc.
September 23, 1986
P,ge Two
the project. Perhaps some of the comments in the
letter can be incorporated in the project drawings.
Very truly yours,
Jmes E. Hawthcrn, P.E.
esign Engineer
JFH:ae
Attachments: 2
cc wjattachments:
City of Renton
Mr. Bob Bergstrom
Bob Hirsch - 82
Dick Finger - RN
•r h' •r
�ra it
(DIRECT CONNECTION LEETER PER RESOLUTION NO. 2933)
Date:
(Local Pablic Agency)
(Address)
Gentlemen: C
Sanitary Sewers - S�/�Tl</G� JT�ECT /i(JTEie�E/�rL SE/✓E�
Satisfactory certification pursuant to terms of Metropolitan
Council Resolution No. 2933 and construction plans for the
above projec`. have been submitted and reviewed. The plans
are hereby approved, subject to the following:
68¢-/909
1 . Mr. Jim Hawthorn of this office (phone 6) shall
be notified at least two working days r.rior to construc-
tion in the vicinity of Metro' s
F�9STS�.��c /.+/TE�C�6f�T0�P, .SEc1iocJ I
2.. During construction, no debris shell be allowe6 to enter
M cro' s
s,&
leading.
Plans for dewatering adjacent to Metro fac' lities shall
be submitted to Mr. Jim Hawthorn for Metro review and
approval at least five days prior to construction.
�. Tne connection to the le::; 47//�i�1ETE�
/,t/TE/2G'EPld2 shall
rat be backfiiied until it has been inspected and approved
by Metro.
G.. ,
�iz��••criiicat�.o+a
If no connection stub exists:
,he new connection to the anhole shall be made by core y
drilling and use of a Kur-N-Seal Boot is distributed-
by P. I. P.E. , Inc. , 4601 South Orchard, Tacoma, Washington
98409, (206) 623-7772.
(o , The connection shall be plugged and not put into service
until the tributary system has been cleaned, inspected,
tested, and approved by the
fB#cLs.ia�-)
Other:
Upon completion of the project, please furnish the N-jnicipality
with a copy of the test results.
Very truly yours,
Alan J. Gibbs
Executive Director
By:
Richard K. Sandaas, Director
Technical Services
RKS:JEH:ae
CC: Department of E-ology
1
i
v�SnpJ
10of] ')K3S N a�i � 1
-
r-,Is�
t
LSNO-D d0 iYJbLS 01 Z OI2:1d �'I
r41<YW 1L7MS 'NVS
I
- (Sa81)2d"g r
(ri IWO 2I'8
t
I Fi W
V
M� �
'ro: DATE:
SCHEDULING AND NOTIFICATION
REQUEST FOR PRE-CONSTRUCTION CONT-ERENCE
NAME OF PROJECT: _S — SRO I C At: OOL. -es
INSTALLATION: ��' S¢v Sfs caJ p_K TtZ vIVK. _
LOCATION: _$I44TTVC.tC dv S F2" _flkust±w wy Tb S sT-
1. Set Date: FRI. 4- IS'- EX and Time /Q : 00 Ah
2. Call Harriet in Msyor's office to book Conference Room Fo u RT%-t Floor
3. Notify Appointed Inspector M A R-,n tit Lu H
4. Notify Contractor/Developer . COtvsT- trmt _
5. Fill out attached form, make appropriate number of copies, and route to personne! prior to the mcqtIng
Oak. Notify the following City Departments:
Design Engineering
Y _ Fire Department
Police Department
_ Street Department
_ Traffic Department
Ut,,itics Department
Water Shop _
Sanitary Sewer/Field
Other
6. Telephone the following outside companies.
Phone. Number
Department of Transportation 872-6470
Pacific N.W. hell Company 235-3012
X Puget Sound Power $ Light Company 255-2464 x 4355
Seattle City Light 628-3066
_Y. Cable TV 433 639
Washington Natural Gas Company 622-6767 x 249
Metro-Bus Routes 684-1693
King County Inspection 7.44-0770
4T.LT Other
C" r
Williams, Roth 6 Associates, Inc.
909 Kirkland Avenue
Kirkland, WA 98033
Project: 15-003-001 Shattuck Ave: Stationing for Invoice No. 12612
Construction Staking February 13, 1987
Paqe No. 1
City of Renton
Public Works Department
200 Mill Ave. So.
Renton, WA 98055
Professional Services for the perio.: 1-1-87 through 1-30-87
--------------------------------------------------------------------- ------------
Calculate stationing and offset for construction staking the
manholes for the Shattuc% Avx. S. Intercentor Sewer per
request of Mike Benoit on January 27, 1987.
Direct Salary Costs: ';ou:.s Rate rmount
Engineer 1. 50 17.40 26.10
Survey - office 2. 00 15 . 19 ;1 .98
Total Direct ,Salary 3. 5u 58. 08 58.08
Overhead Cost: 14",.68 83.40
Net Fee: 15% 21. 22
Direct Non-Salary Costs:
Computer 29 .0n
TOTAL DUE TPIS PERIOD a19. 7C
VALLEY DAILY NEWS 5-401
P:O., BGX 130
KENT,' WASHINGTON 98032-013n 3�
PHONE 12063872-6638
LF-LE- DATE CUE 2/10/87
❑F BF- CITY CLER t �i
D UBL1C WURK_ - - -00- 1/25181 41. 14
200 MILL `
RENTON WA 98055 5122� }
?ETACH d RETURN THIS PORTION WITH PAYMENT JA2;,. i•'
12/25/86 BALANCE FORWARD 249.53
1/23/87 ADJUSTMENT 0590 249.53 CR
12/24 PYMT
s
LEGAI. ADV. CHARGES
1/02187 R2015 4.25 47.14
CHARTL t IIn, LAY S OF 1 u5
CITY OF RENTON CE RTIFICATION
1. TNF UNDERRIONED m N FSY crFTIFY UNOEP
P.NALTY OF PERJURY. THAT HE MATC'.IALS HAVE Sk,
TA FURW^NEO, THE SC,NICC RENOCH'D OR THE V
F, WOR PERFORMED AS DE^CRIB D HEOE1 AND TNAT
THE CLAIM IS A JUST, DUE 41 UNPA.J OULIOATION }�
AGAINST THE CITY 01 RENtC AF rHAT 1 AN AUTNOR2EO TO AUTHENTICAtl ANL 4 ERTIFT TO
do
A
T,
WD 44,44. +21�(7CC7/I J�`�1 3$. 6S �f 1 � 4 / 14 C1NV. *t 5
a
'S VALLEY DAILY N"'WS 4. 25 -t7.14
P. C. BOX 130 - KENTF '4A. 980a2-0057 - --- '—�;
.I` F TOTAL INCHES T
• T
X
.00 ..70 .Jn PAST pUE BALANCE , .00 j
• • • • FROM PREVIOUS MONTHS
PAY THIS AMOUNT 11111, 47.14
__� PLEASE SHOW ACCOUNT NUMBER ON 4ko
(0 yyq, N
I^ r•.
Ill81ViI
91fliams, word
&Assoaalev,Inc. 9W KIRKLAND AVENUE • KIRKLAND,WAMM TELEPH0W(200)992-T4290R6V4M
CONSULTWO ENGINEERS
PLANNERS
SURVEYORS
January 28, 1987
City of Renton
Public Works Department
Design/Utility Engineering
200 Mill Street South
Renton, Washington 98055
ATTENTION: Mr. Mike Benoit
RE: Shattuck Avenue South Interceptor Sewer
Manhole Stationing
Dear Mike:
Pursuant to your recent request on January 27, 1987, we have determined
and transmit herewith the stationing for the new manholes to be constructed
under the subjec', project. The stationing commences at the intersection of
centerlines of Shattuck Avenue South and South Seventh Street and are tabu-
lated as follows:
Manhole No. _ Station Offset
1 0 + 48.00 5.00' Left
lA 2 + 66.00 5.00' Left
2 4 + 95.00 5.00' Left
3 8 + 79.95 1.50' Right
4 9 + 10.21 17.00' Right
5 10 + 32. 19 19.00' Right
6 10 + 63.65 1 .50' kight
7 12 + 42.65 1.50' Right
Ex. 8 16 + 03.76 0.59' Left
Please call if you require an3 additional information, or assistance.
Very truly yours,
WILLIAMS, ROTH AND ASSOCIATES, INC. REC ta�ED
(� 2tpn JAN 3 0 1987
re�vl101ws(now,
V.E.
Project Engineer R p
JAN 97
RWS/mh
-tnfON
t
Williams, Roth S Associates, Inc.
909 Kirkland Avenue
Kirltl.-And, WA 98033
Project, 15-003-000 Shattuck Ave Interceptor Sewer Invoice No. 12059
Design Phase October 31, 1986
Page No. 1
City of Renton
Public Works Department
200 mill Ave. So.
Renton, WA 98055
Profess<.onal Services for the period 10-1-86 through 10-31-85
-�
--------------- ---------------- ----_-------------- --------------------
Progress Hillinq - see attached progress report
Direct Salary Costs: Hours Rate Amou: t
Project manager 31. 00 25. 70 796.70
Engineer 19.00 17.40 330. 60
Drafters 26. 00 11. 894 308.98
clerical 3. 25 11. 739 38. 15
Total Direct Salary 79.25 1,474 . 43 $ 1,474 .43
Overhead Cost: 143.6% 2,117.28
Net Fee: 15% 528. 76
Direct Non-Salary Costs:
Travel 19. 00
Cut:sid-- Consultant - Soils 2, 300.00
TOTAL DUE TfiI!� PERIOD $ 6,449.47
cYC 2 A9'( r "K /Ua' 7d`'t�luo �/2� 1If * 6yti,�5�7
r�
� l
r^
Williams, Roth
&AssoctWea.Inc. 99 KIRKLAND AVENUE KIRKLAND.WA 99= TELEPNONE J2061682-7426 on 927-6799
CONSULTING ENGINEERS
PLANNERS
SURVEYORS
CITY OF RENTON
SHATTUCK AVENJE N.E. INTERCEPTOR SEWER
PROGRESS REPORT
October 31 , 1986
On October 2, 1986 a -onfere-ice was held at the offices of the Pubic
Works Department to review preliminary plans, specifi :A.tion;, cost estimates
and the draft geotechnical investigation. Present were: Bob Bergstrom and
Don Monaghan; Russ Snow and Don Williams. After discussion the following
conclusions were reached:
1 . Asp'ialt and aggregate quantities will be converted to tons. Over-
la; hill be 1 -1/2-inch thick and extended to just beyond the return
on intersecting streets. Restoration of pavement markings including
paint and buttons will be made a part of this contract.
2. Based on information in the geotechnical report, dewateri g will be
a significant construction problem because of the high water table
and type of soil . Citv would like to use crushed oversize for fOr+nda -
tion, pea gravel for pine bedding for the PVC alternate and Class A
for trench backfill. 'here materials are siightiv different than
those recommended in the draft geotechnical report. WRA asked the
geotechnical engineer to check this out.
Plan and specification changes were made. Quantities for pavement mark-
ing were added.
On October 24, 1986 the final geotechnical report was received by WRA.
The report was delayed several days due to serious illness of the principal
engineer.
Plans, specifications, cost estimates, schedule of prices, final geo-
technical report and vicinity map were transmitted to Kr. Bergstrom on October
27, 1986.
OMW/mh
I
1 Williams, Roth 4 Associates, Inc.
909 Kirkland Avenue
1 Kirkland, WA 98033
1
I
jProject: 15-G03-000 Shattuck Ave Interceptor Sewer: Invoice No. 3.2005
Design Phase October 10, 1986
Page No. 1
1
I City of Renton.
Public Works Dept.
200 Mill Ave. So.
Renton, WA 93055
1 Professional Services for they period 9-1-86 through 9-30-86
Progress Billing - seesattached progress report
Direct Salary Costs: Hours Rate Amount i
Project Manager 18 . 0 25. 70 462.60 i
Hngineer S.S 17.40 95, 70
Drafter 28.5 12.869 366.77
Total Direct Salary 52.0 925.07 $ 925. 07
Overi,ead Cost (143. 6%) 1 ,328 .40 111
Net I'ee ( 51)
338. 02
Direct Non-Salary Costs:
Trave; 12. 60
TOTPJ, DAP :RI0P
� 52,604 .Oj
i
i
dy
C'k Pk ;A4jV& a+?' i�45J 5' A!�rAr"/9iMr �/ZI�0Ct1/i�S`16, 36, 61 . �Zj&j y--'
CBD Shatluck Ave. S. Interceptor from S--401 2
S. 4th to S. 7th St.
Wf iams, Roth
G' A4ociai4.Im- 900 KIRKLAND AVENUE • KIRKLAND.WA9IKW • TELEPNUUF. Q06IE0244190141627-8799
CONSULTING ENGINEERS
PLANNERS
SURVEYORS
CITY OF RENTON
SHATTUCK AVENUE N .E. INTERCEPTOR SEWER
PROGRESS REPORT
October 10, 1986
The test boring for the geotechnical investigation was drilled on September 11 , 1986
by Converse Consultants NW.
On September 24, 1986 the draft soils report was received.
Using the results of the boring and other data available from METRO records,
Converse has concluded that high ground water and the silty, sandy soil will
cause definite problems for deep construction.
On September 26, 1986 Don Williams attended a review conference with Bob Bergstrom.
A copy of the draft geotechnicial investigation was given to Bob. Depth of sewer,
soils and the requirements for a future street underpass at BN Railriad were
discussed. It was decided to raise depth of the interceptor sewer.
Changes in plans were made. Draft specifications were prepared and bid quantity
estimates were made.
DMW:dd
o PAY
ASA Converse Consultants NW
i r/ Geolechnical Engineering
�V and Applied Earth Sciences
September 24, 1986 86-35210-01
Williams, Roth 8 Associates, Inc. �!< �
909 Kirkland Avenue SEE r
Kirkland, Washington 98033
Attention: Mr. Donald M. Williams
INC.
Subject: REPORT ON GEOTECHNICAL INVESTIGATION
Proposed Shattuck Avenue Interceptor
Renton , Washington
This report summarizes the results of our limited geot i 1 investi-
gation for the proposed Shattuck Avenue Ir,ter p cAlr Sewe Renton ,
Washington. We described our planned sc e of r s in r`gnodified
proposal dated July 11, 1986, and rec 'v a utho 'z ion to Ofoceed on
July 14, 1986. The purpose o work w obt�Nand review exist-
ing subsurface information, \eV^a U to s SS; a q soil and groundwater
conditions , develo ectNhnic4 lie end ons to aid in the design of
the project, and re 9>vdAfurt�e v stigation if necessary.
We understand the proposedd �roject will consist of a new 18-inch diam-
eter ductile iron or PVC pipe beneath Shattuck Avenue extending about
1600 feet from South Fourth Street to South Seventh Street. The invert
depth will be approximately eight feet at the north end and at the south
end the new pipeline will tap into the existing 108-inch diameter METRO
Eastside Interceptor which is approximately 25 feet below South Seventh
Street. The pipeline will cross under the Burlirgton Northerr rail �r:d
embankment (at Hauser Way) in a 36-inch diameter jacked steel casing.
Convene Consultants NW
300 Elliott Avenue West
Suite 350
Seattle.Washington 98119
Telephone 206 285-5200
A Wholly Owned Subsidiary of The Converse Professional Group
-2-
FIELD EXPLORATIONS
The field explorations consisted of one boring drilled to a depth of ap-
proximately 25 feet on September 11, 1986. Boring B-1 was located
approximately on the alignment centerline and about 10 feet east of the
pavement edge, as shown on Drawing 1. Drilling was accomplished using a
truck-mounted Mobile B-80 drill rig using 3-7/8-inch I.D. hollow stem
auger. Samples were obtained at selected depth intervals in conjunction
with the Standard Penetration Test. Drilling operations were observed
by one of our field engineers who classified soil samples and logged
subsurface conditions.
At the completion of drilling, a piezometer was installed to permit
future monitoring of groundwater levels. The pieZoroe'�er installation
consisted of a one-foot long, slottee tip placed':at. the bottom of the
hole and a 3/4-inch eiameter PVC riser pipe,,.extendillg°yto the ground
surface. A cast iror monument cover was installed to ho}act the pie-
R
INFORKU10k. REVftI
i 1ti. V .y
We conducted a si\rf rv.'for aveilabl�soils information in the area of the
proposed sewer altinmeot; We reviewed a soils report entitled "Final
Soils Report, Easts)toe --interceptor, Section 1, R201P, Renton, Washing-
ton" dated May 12, 1961, and as-built drawings of the METRO Eastside
Interceptor which runs beneath South Seventh Street at the south end of
the proposed alignment. Information from selected boring logs found in
the references were considered in our analysis. The approximate loca-
tions of these borings are shown on Drawing 1. The boring logs are
enclosed at the end c- this report. We were unable to locate any addi-
tional soils information in the vicinity, although attempts were made
through several sources.
Converse Consultants NW
-3-
SUBSURFACE CONDITIONS
Subsurface conditions encountered in the exploration genera' ly consisted
of recent alluvial deposits under approximately 1-I/2 feet of gravelly
sand road fill . The alluvial deposits consisted of in interlayered se-
quencP c` sand , silt and silty sand with occasional )rganic silt lamina-
tions and gravel layers. The soils were generally very loose to loose
or very soft to firm. The boring log is presented as Drawing 2.
The groundwater level was measured at the time of our exploration and
one week after drilling was completed (September 18, 1986) in the pie-
zometer. The grounk;water level on both dates was approximately 9 feet
below the ground surface or at about elevation 15-1/2.
The boring logs fros the METRO Eastside Intercepto�9wed a general
alluvial sequence similar to that found in t e borvri gilled for this
F-
investigation. Thy_, groundwater level indi'cat4d for AF tearest boring
drilled by others (B-8) was approximately eltevS-jDn 20,�pn%Sept ember 9,
1960, which is several feet higher; ihain the groundwater level measured
in our piezometer on S4'tember 18, 19$6:
DISCUSSION AND RECOMMENDATIONS
General
The proposer project appears feasible from a geotechnical standpoint.
High groundwater levels will need to be considered in both the design
and construction phases of the project. Although relatively soft, com-
pressible soils exist below proposed invert levels, net loading of these
soils should be nominal or negative, and extensive overexcavation or
pile support is not anticipated.
Convene Consultants NW
t
-4-
Dewatering
The groundwater level at the time of our Explorations was at a depth of
nine feet (approximately elevation 15-1/2) and was reportedly at eleva-
tion 20 in 1960 in the vicinity of the southern terminus of the project.
Excavation will reportedly extend as deep as 8-1/2 feet for the align-
ment north of the jacked crossing and 16 feet for the alignment south of
the jacked crossing. The water-bearing sand, silty sand, and gravel
zones at invert levels are relatively permeable. In our opinion, de-
watering by means of sumps will not be adequate. We recommend that de-
watering wells be installed prior to starting excavation. The dewater-
ing system should be designed and installed such that groundwater levels
are lowered to at least two feet below the maximum anti{ipated depth of
excavation (including at least one foot of overex at n and replace-
ment) . Portions of the soil profile are relatiyely`imRe*able (silt) ,
and it is possible that the dewatering well`s will exten3 ihto more jer-
ti.
meable layers (sand or gra.e, We,recommerid that the well casirg be
slotted and backfi'led with gravel '¢hroUgh the entire length to rter-
cept all contributing soil zones. Dewatering may induce some surface
subsidence in the vicinity' 'y_-of',the well ; therefore, wells should be
located away from 'W'Uctures that\could. be damaged by settlement. If
signs of damaging §ettlement develop, a groundwater recharging system
may be necessary. Detailed assessment of building settlement is beyond
the scope of this report , , but based on previous experience in similar
soil conditions, we expect approximately one to two inches of settlement
at the trench due to increased stresses during dewatering.
Excavation
Considering the gt,,neral ,y loose or soft consistency of soil to be exca-
vated, we anticipate that conventional excavation equipment will be
adequate to remove the materials from the trench. Temporary shoring or
a laying box should be used to support trench walls and protect workers .
Stability of trench walls, and the protection of workers and adjacent
utilities, is the responsibility of the contractor.
converse conswiants NW
-5-
Foundation Soils
Exposed fcc.,ndation soils are expected to consist of very ioose silty
sand and soft silt. Even if the groundwater level is lowerea as recom-
mended , foundation soil will most likely be wet, and will easily be
disturbed by construction activities. We therefore recommend that exca-
vation be performeo with a smooth-bladed bucket, that foot traffic on
foundation soils be minimized , and that the trench be overexcavated at
least 12 inches and backfilled with gravel borrow (meeting the specifi-
cations given in Section 9-30.14, WSOOT Standard Specifications for
Road , Bridge and Municipal Construction) to provide a stable working
surface and to protect foundation soils. Where at ,�r organic soils
are exposed at the base of the t inch, this overezcavati.on should be at
least 24 inches deep. cr` ►
At manhole locations, we recommend .that manholes be provided with a
layer of gravel borrow as recommended aboite at least 12 inches thick to
protect foundation soils: For the, recommended means of support, a
design bearing capacity of 1,000 pounds per square foot (psf) is recom-
mended for manM' e= design. . The silts are relatively compressible; we
estimate that net tn.crease in vertical load below manholes will cause
settlements on the order of 1/2 inch for manholes, and approximately one
inch along the trench.
Bedding
The 18-inch diameter pipe should be bedded in general accordance with
the 1986 WSDOT/APWA Standard Plans fcr Road, Bridge and Municipal Con-
struction, Standard Plan B-18G; and the 1984 WSDOT Standard Specifica-
tions, Section 7-10.3(09) for both rigid and ductile iron pipes. This
includes four inches of beading material below the pipe. Due to the
fine-grained nature am nigh moisture content of the natural material ,
we recommend that the cleaner "gravel borrow" be used for bedding rather
than the recommended gravel backfill which allows up to 15 percent by
weight passing the U.S. No. 200 sieve.
Converse Consultants NW
-6-
Backfill
Packfill should be placed according to the 1984 WSDOT Standard Specifi-
cations , Sections 7-10.3( 10) and 7-10.3(11) .
Initial backfill should be tamped along the sides and under the haunches
of the pipe and should extend at least six inches orer the top of the
pipe. The fill should be placed in thin lifts ;approximately eight
inches or less) and compacted to at least 95 perce,it of the maximum dry
density (as determined by the ASTM D-1557 compaction test procedure) .
It is recommended that backfill adjacent to maiholes consist of gravel
borrow as recommended above in order to facili.4t p]-acement and compac-
�-
Lion in a closely confined space. The fil,V should`ke compacted similar-
ly to subsequent bacKfili for pipes. l:�t`,,Aould be brought up evenly
around the manhole so that unbalanced literal earth -pressures do not
Soils excavated from the trench are ekpecteu to be wet and fine-grained,
and are not ,.considered. suitable for reuse as backfill in areas where
subsequent s tClement of the trench backfill is objectionable (such as
under streets The efore, it is recommended that trench spoils be
hauled from the' site and be wasted and that backfill material be gravel
borrow in accordance with Section 9-30.14 of the WSDOT Standard Specifi-
cations.
Earth Pressures
For bedding and backfill placed as described above, we recommend that
the pipe be designed for vertical soil loads equal to or greater than
those presented on Figure 1. The values shown on Figure 1 are based on
vertical trench walls with a trench width of 3-1/2 feet, and moist unit
weight of backfill of 130 pounds per cubic foot (pcf) ; no safety factor
has been applied to the calculated backfill loads. Figure 1 also indi-
cates loads on the jacked crossing, assuming a moist unit weight of
Converse Consultants NW
Vertical Soil Pressure (kips/lin, ft. )
0 0 10 20 30 40 50
r— - - -- VERTICAL TRENCH-CDNDI IONS
- _ --
0
a, 8
i
A 12
m -
w -Flexible_Pi -in-t-nenEh
in-trench
r
a
d
c
16
lam
hacked-Casin -
t
Frenc' .
- - —Assumed-uni-t- waight f back ti-1 30--pc -Ku
pa a an .. -bra e .
^ilssumed-wrdth �
of tren
o nc} ace rosstng:_+__� _
4—As_s_umed bn_it-weight f natural soil=l1� cf; coheriorr�i-0 f
_ ace cro ang , a
r—,
SOIL LOAD ON PIPES
SHATTUCK AVENUE INTERCEPTOR SEWER P101m No.
Renton, Washington 86-35210
for Williams, Roth and Associates
F,gun No.
m Ed
Converse Consultants NW 0`o KM1nbNr y n.. .
�M�,..n.n Cn,M1 .0
natural soil of 115 pcf. A modulus of soil reaction ( E' ) of 400 pounds
per square inch is recommended for flexible pipe desig,i. Figure 2 may
be used to estimate additional traffic surcharge loads.
Manholes should be designed to withstand lateral pressures as would be
exerted by a fluid having an equivalent density of 95 pounds per cubic
foot (pcf) . This value assumes granular backfill acting in combination
with a full hydrostatic head.
An ultimate passive resistance of 400 pounds per cubic foot may be used
for calculations concerning the jacked crossing.
Uplift
We have estimated uplift potential assuming manholes will be five feet
O.D. by four feet I.D. with a six-inch thick floor. Based on this as-
sumption, it appears there may be a potential for buoyancy due to high
groundwater levels. The design engineer should evaluate uplift poten-
tial based on actual manhoie dimensions and weights. We recommend that
the groundwater be assumed to rise to the ground surface for this evalu-
ation.
Uplift can be resisted by increasing the weight of the manhole. Alter-
natively, the base of the manhole can be pro`idit with an exterior
flange so that overlying soil resists uplift. Ib
foF granular backfill as
�
discussed above, a buoyant unit weight .. 65 pcf i,q recommended for
design purposes. Only soil directly AboSe the flange+should be con-
sidered.
` F .
, � t .
a
(.inverts Consultants NW
' f
0
10
Z �4-- 2 0 T R U-C K L O A-DING—•
15
a.
O --
O _
= 20 „.
a _ Truck Loading
W R
25
30 i
0 0.2 0.4 0.6 0.8 1.0 1.2
VERTICAL PRESSURE AT TOP OF PIPE - KIPS / SQUARE FOOT
1.) For traffic loads multiply curve value by pipe O.D. in feet.
2.) Curve is corrected for following values:
Depth in feet Impact factor
1 309,
2 20% I
3 10%
V
4 or more 0% i
s` +I 3.) Backfill loads must be added to traffic load.
0
TRAFFIC LOADS ON PIPES
SHATTUCK AVENUE INTERCEPTOR SEWER P.'Iect No.
Renton, Washington 86-35210
for Williams, Roth and .Associates _
Figwe No.
Converse Consultants NW `'°"`"^""`^°'^"�^°.ne.°m�•a f.�m seq.^c.•
r
-8-
The conclusions and recommendations summarized in this report were pre-
pared in accordance with generally accepted professional engineering
principles and practices. There is no other warranty, expressed or im-
plied.
We appreciate the opportunity to be of service. If you have any ques-
tions or comments, or require additional services , please call .
CONVERSE CONSULTANTS NW
Susan J. Penoyar
Geotechnical Engineer
Dean E. Ryden
Principal Engineer
SJP2/DER/kpp
. S
i
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0
4 l
Convene Consultants NW
sa J/j
w�
ca
o
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aAtN�Ea ,l'
= CCo
1
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m
m
p I
SHATTUCK AVENUE —--fl SOUTH B-1 A
Cn
8� I = O
�
! ` mx
j m
I
1
LEGEND:
Approximate boring location
. Location of boring by Metropolitan Engineers ',set SITE AND EXPLORATION PLAN
SHATTUCK AVENUE INTERCEPTOR SEWER S.'. NOTED °'°'"
z ' 0 100 200 Renton, Washington Q "SEPT. 1986 86-35210
i — for Williams, Roth and Associates »ro.ba JM
SCALE IN FEET c�ec.�ae 1
1' = 134' 10 Converse Consultants �a�P�wwasn��^9 +vo.eer OER
DATE DRILLED;9/11/86 SUMMARY: BORING NO, B ELEVATION'. 1241
PI"Ora ......e .... ...n..e.e
PO Is Sad yaJ�� qta .V.•......c....neu.�........•....... r.o.ec.nati......I...... .q.ec.•m.
♦� d a P .......o a.o..... ............................u...c......... i
+Q. QyP 0�9 P.eP .0`OP a01'Lk uce...uo
41 4.P 4 Oa 4i 0.� OP N DESCRIPTION
Q $YYEOL MOISTURE CONSISTENCY
oa tbrown , SW moist me tum
3 fine to coarse dense
IA 2
3 SILT; gray, trace to some fine ML/ very very
5 sand, interbedded with silty sand , SM moist loose to
brown to gray, fine, trace organics loose,
2 occasional organic silt laminations very
2A 1 and rust staining in upper 5' soft to
1 Z firm
10 /18/86
12 - 1' gravel , fine, gray-black, wet medium
3A 16 little fine to coarse sand dense
16
15
1
4A 2
4
20
wet
2 very firm
25
5A 2 moist
4
Bottom of boring at depth 25'
Piezometer installed to depth 25' ,
with 2' hydrotip at bottom, backfill
a with sand and cuttings to 11 ,
installed menum-nt at surface.
a
A. E-.PRI-.Poon ..mpNr ..-`• «.I.r N.N
S. ] D.D. IMn-y.II sampLN C. 1-1/4-O.D. . E-1/2 IIMT "A-Att.,e.j,C-coneellaatlen.OS-e1rKl.no.. Imp..d.sa.am
D. ]-1/]-O.D. .pllt e.unl sampler A, .emple net ae"N... O-MYN.1A.,T-Wsalel,P. p..m..0unv ple.om q.• up
SHATTUCK AVENUE INTERCEPTOR SEWER Prolec No.
Renton, Washington 86-35210
_ for Williams. Roth and Associates
Onwinp
ND
rad ca EngineeringConverse Consultants and Appilto Sciences 2 .
rlt�.-
CALCULATION SHEET :,
METROPOLITAN ENGINEERS
SEATTLE , WASHINGTON
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EL EVAT/ON : /ZZ.!
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METROPOLITAN ENGINEERS
SEATTLE , WASHING70N
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cLFVAT/ON : /2/. ,31
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047E BY JOB NO. TITLE SHT.
BO.E /n/G LGG A
Williams, Roth 6 Assoc. , Snc.
909 Kirkland Ave.
Kirkland, WA 98033
Project: 15-003-000 Shattuck Ave Interceptor Sewer: Invoice No. 11724
Design Phase Se? ember 11, 1986
Page 'to. 1
City of Renton
Public Works Dept.
200 Mill Ave. So.
Renton, WA 98055
Professional Services for the period 8-1-86 through 8-31-86
------------------------------------------------^-------------------- ------------
Progress Billing - see attaened nro.;ress report
Direct Salary Costs: Hours Rate Amount
Project Manager 10.00 25.70 257.00
Engineer 9. 00 16.635 149. 72
Drafter 51. 50 14 .11 726.67
Survey - office 1. 50 15.99 23. 99
Survey - field 17. 75 10. 837 192. 36
Total Direct Salary 89. 75 1, 34�. 74 $ 1, 34a, 74
Overhead Cost (143.6%) 1,933. 23
Net Fee (15%) 493. 2n
Direct Non-Salary Costs:
Travel
24 .60
TOTAL DUE TdIS PERIOD $ 3,805.77
�P
s.r
Oi't�r� r�1Kt�tY 53 j1 !/ 0i/y�S gJ�p,1,4j5.SYG . 311.65,19 At 3&x� 11�ZY
1111l1�
Williams, Roth
SAssnalates,Inc. 909 KIRKLAND AVENUE • KIRKLAND,WA%= 'ELEPHONE.)2afi)N124426OR927-6793
CONSULTING ENGINEERS
PLANNERS
SURVEYORS
CITY 'F RENTON
SHATTUCK AVENUE N.E. INTERCEPTOR SEWER
PROGRESS REPORT
September 10, 1986
1986.Notification from the City to start design work was received on August 1 ,
During the period of August 4th to August 5th, reference maps were
ordered and obtained.
On August 18, 1986 an appointment with Gary Morrison of the Public
Works Department was set up so that Lift Station 8 could be inspected and
survey work performed at the Station and other adjacent existing sewers.
On August 19, 1986 a trip to the Public Works Department was made and
copies of City as-built maps of sewer and street improvements were picked
up.
On August 20, 1986 the survey work was performed. Three plan profile
drawings were prepared.
On August 27, 1986 Don Williams attended a meeting at the Public Works
Department with Bob Bergstrom to review check-prints. Changes suggested at
this meeting have been made. Bob gave us one copy of check-prints recently
received by the City which show a proposed new telecommunications duct
system to be installed on Shattuck Avenue N.E.
1986.The soils boring for the sewer project was requested on August 29,
Geotechnical work is being done by Converse Consultants Northwest. The
drilling subcontractor is scheduled to be on-site on September 11 , 1986.
OMW/mh
W�IHAMS, Rdb
G'I�iiOdOilf,/AC. BOB KIRKLANO AVENUE KIRKLANO,WA99M TELEPHONE.(2081882d1280R82]-8T93
CONSULTING ENGINEERS
PLANNERS
SURVEYORS
July 21, 1986
City of Renton
Public Works Department
Design/Utility Engineering
200 Mill Avenue South
Renton, Washington 98055
Attention: Mr. Robert E. Bergstrom, P.E. p
RE: Shattuck Avenue South
Interceptor Sewer
Dear Mr. Bergstrom:
At your request, we have amended the Contract forms to remove UAB
notations and dates. We are enclosing two executed copies ready for
signature by the City.
The Certificates of Insurance have also been provided to us, and we
enclose one original signed copy of each Certificate for your records. We
also enclose for your records a copy of the Agreement fo^ Converse Consultants
NW to do the limited geotechnica) study.
Very truly yours,
WILLIAMS, ROTH AND ASSOCIATES, INC.
Donald M. Williams
DMW:Iks
Encl .
OF R4
A. ti
N 0 OFFICE OF THE CITY ATTORNEY • RENTON, WASHINOTON
4 POST OFFICE BOA 626 100 S 2nd STREET • RENTON. WASMINOTON 96057 255-8610
p LAWRENCE J. WARREN, CITY ATTORNEY DANIEL KELLOGG, ASSISTANT CITY ATTORNEY
P, p°y DAVID M. DEAN, ASSISTANT CITY ATTORNEY
��rFD SEPZ E�O� MARK E. BARBER, ASSISTANT CITY ATTORNEY
ZANETTA L. FONTES, ASSISTANT CITY ATTORNEY
July 23, 1986 MARTHA A. FRENCH,ASSISTANT CITY ATTORNEY
TO: Richard Houghton, Public Works Director RECFIVED
PUBLIC MAKS DEPT.,
FROM: Lawrence J. Warren, City Attorney CITY OF RENTON
RE: Professional Services Contract - Shattuck Ave. S.
Sewer Interceptor Design - Williams & Roth
Dear Dick:
I have r(- viewed the above captioned contract and it is approved
as to legal form.
awrence J�Warren
LJW:nd
Encl.
cc: Mayor
JUL 2 g 19pi
or nS.r DATE IMMIDD.-YI
e 7/15/86
PRODUCFR THIS CERTIFICATE IS ISSUED A-.A MATTER OF INFORMATION ONLY AND CONFERS
Walmsley-Uegginger E Co. , Inc . NO RIGHTS UPON THE CERTKKATEMOLOCH THIMCERTEICATEDOESNOTAMENO,
EXTEND OR ALTEF THE COVERAGE AFFORDED BY THE POLIC"BELOYL'.
PO BOX 1100 —.
`fiercer Island , WA 98040 COMPANIES AFFORDING COVERAGE
(206) 232-6000 COMPANY w
LETTER Continental Casualty Co.
INSURED -- D.O.MPnY American INational Fire Ins. Co.
Williams , Roth & Associates,Inc. . 'COMPANY
U.?I. Wil1ianis,J .F.Roth Jr. 8 D.T.
Hedges , Individually COMPANY p
909 Kirkland Ave.
Kirkland, WA 98033 COMPANY E
E FA
THIS IS TO CERTIFY THAT POLICIES OF INSU%ANC•LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMED ABOVE FOR THEPOLICY PERMINDICATEO.
NOTWITHSTANDING ANY REQUIREMENT,TEAM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RF-,PECT TO WIBCN TWA CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICES DESCRBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS. AND CONOA
TIONS OF SUCH POLICIES. _
CO TA
OF INSURANCE POLICY NUMBER POLICI EFRCTM POMY EXAM IA
'% LBILITY LIMITS IN THOUSMS
6kY1 MIT _D
MfF IIYgF AAVl1B'^ - R
'9 OCi VRRENL'E ��'
GENERAL LIABILITY FKYRL Y
N VPv CfPMPRENF.NSNE FORM $ $
PWMISESMKRATIONS %101'ERTY
DAMAGE
FXPDEL LAPSE HAZARD �.-_—. $ —
PRODUCTSICOMPLETED OPERATIONS
17DNTRACTUAI. ML'BiMINEo $ $
INDEPENDENT CI NTRACTORS _.
BROAD FORM PROPERTY DAMAGE
PERSONAL INJURY PERSONAL IWURY $
AUTCMOBILE LIABILITY MI —.—
X ANY AUTD R"ft $
A ALL DWNEDAu1m//P��R771v PASS I 0 02144367 7/12/86 7/12/87 Am•
ALL OWNED AUO5lPFMR TMA
PA$$N) • .F%fYN� $
WIRED AUTOS PROPERTY $
NON-OWNED AUIC6 M+MOE
GARAGE LIABILITY COMBINED $1 000
EXCESS LIABILITY
LAwutu PRO 6 11 ,W-03 EDRM M s ro
UMBRELOTHER TNANMBRELLATORM 5/10/86 5/10/87 coMAP1ED $2 ,000 •.$2 ,000
--- ,
STATUTOR'
WORNERS COMPENSATION $ _..._.-IEkH AU..ILIENTI
AND
$ (DISEASE ADLIC'/LIMIT)
EMPLOYERS' LIABILITY
$ 1pSEA5E EACH EMPLOYEE)
OTHER
DESCRIPTION OF 6PERATIONSILOCATIONSNEHICLE55PECIAL ITEMS
Professional Liability is excluded.
City O f Renton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX
PIRATION DATE THEREOF THE ISSUING COMPANY WILL ENDEAVOR TO
Pub l i,: Works L)ept . MAIL e[ DAYS WRTEN IT MOTKE TOT CF.RTIFMATE HOLDER NAMED TO THE
200 M i:1 Ave. So . LEFT. FALU OT IIS TO MAL SUCH N. CE IMPOSE NO OBLIGATION OR UABIL rY
OF ANY RIND UPON THE A IVES..
Renton, WA 98055 AUTHORLtD REPRESENT - /��
Mr-
ISSUE DATE(MMIDO/YY:
or - ' 7-18-86
PRCDUCEA THIS CERTIFICATE S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
E%E 0 TOR LT R THE COS OE AFFORDED BYTHE CERTIFICATE HOLDER THIS�THE POLICIES BELOW-
Hurley, Atkins & Stewart, Inc.
500 Fairview Ave.North COMPANIES AFFORDING COVERAGE
P.O.Box 19147
Seattle, WA 98109 LE�TTERR A
(206)684-5656 Security Ins Co. of Hartford
—
COMPANY s
LETTER
INVAED
Williams, Roth 6 Associates �RY C
909 Kirkland Ave. COMPANY D
Kirkland, WA 98033 LETTER
COMPANY E
LETTER
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOW1 TED.
NOTWITHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS.AND CONDO
TONS OF SUCH POLICIES. _
vaxY FFRLTM P0.XY FIPIMTKN LIABILITY LIMITS NI THOUSANDSLco RANC TYPE OF INSUE POLICY NUMBER OATF OAVIDWI'1'i Dan AKYEIIVrYI t 4T N E AGOAE.OArt
BENERAL LIABM.ETV Y $ $
X CONFIENENSNE FORM PL615900-01 5-10-86 5-10-87
)( PREMISEStaPEMTOIA PROPERTY
nAVAGE $ $
�&OYLLAPSE HAZARD
g PhWjrTSICOMPLETEO OPERATIONS SI&PO
X CONTRACTUAL LUMBNMo $ 1,000 $ 1,000
% egEPENOENT COKTRACIDRS
SROAD EDEMA PROPERTY DAMAGE
PERSONAL IWURV
PERSONAL AA&wv ncluda
AUTOMOBM-E LIABILITY $
ANY ALTO
ALI OWNED AUTOS(P�R7NHE PASS; say
AlN.L OWNED AUf05� "ERPTHAN)ASS
FBIIf®IR S
HIRED ALITOS P•IOFQ TY $
NON-OWNED AUTOS
GARAGE ,)ABILITY B
ODAMINED $
EXCESS LIABILITY _'-^—
UM8AELLA FORM BCa1M ED a s
OTHER THAN UMBRELLA FORM
__-.------ -- '--- STATUTORY
WORKERS COMPENSATION $ )EACH ACCIDENT)
AND $ IOISE -PfRICY LPATI
EMPLOYERS'LIABILITY $ (DISEASE EACH EMPLOYEE)
OTHER 1 $1,000 each Occurrent
Professional Liabili y PL615900-01 I5-10-86 5-10-87 and in the aggregate
-----"- ^" For professional liability coverage, the aggregate
DESCRIPTION OF OPERATpNSL0CATbN P y g
limit is the total insurance available for claims presented within the policy period for all
operations of the insured. Consulting Engineering Services performed by the Named Insured for
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
City of Renton
PIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO
Public Works Department MAIL.--- DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
200 Mill Ave. SO. LEFT,BUT FAILURE TO MAIL SUCH NOTICE%HALL IMPOSE NO OBLIGATION OR LIAMUTY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR RE PR NT ATIYES
Renton, WA 98055 AUTHORIZED REPRESENTATIVE
ATTN: Robert Ber
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EPARTMENT OF PUBLIC WORKS
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. . . . . : . . . ESIGNEDf
' WiMams, Rotb DRAWN
. . . . . . . . . . . . . &Associates, Inc, .
cDNs"rt"G ENGfNEEAs rHECKED DESIGNED NED DATE I FIIE NO
- . FIANNEP - DRAWN
a+wE.oAa PROJECT ENGINEER suL� I Flm �001 AGX
• KIRKLANO.WASHINGTON cNecKED
12M18278t9]O,1OJ618B2-7A2B PROJECT MANAGER APPROVED ! SNEET_OR__
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SHATTUCK AVENUE SOUTH I
INTERCEPTOR SEWER -' .i
COST ESTIMATE
SCHEDULE A, SOUTH PORTION r'
Item Approximate (Ole
No. Quantity Item Unit Cost Amount
1. 2 Each Manhole, Standard 48" Diam. $ 1,500 $ 1,500
2. Lump Sum Special Drop Manhole 2, 54" Dia. 3,200
3. 6 Each Manhole Demolition and Salvage 350 2,100
4. 906 L.F. 18-Inch Dia. Sewer Pipe 75 67950
5. 60 L.F. 8-Inch Dia. Sewer Pipe 25 1,500
6. 100 L.F. 6-Inch Dia. Side Sewer Pipe 20 2,000
7. 6 Each 18" x 6" Tees 450 2,700
8. Lump Sum Metro Tap 6,000
9. 250 Ton Pipe Foundation Gravel 15 3,750
10. 3000 Ton Gravel Borrow for Trench llackfill 8 24,000
11. 400 Ton Crushed Gravel Surfacing 10 4,000
12. 1100 S.Y. Asphalt Concrete Trench Patch ? ' 8 8,800
13. 3700 S.Y. Asphalt Concrete Overlay 1 . 6 22,200
14. 15 Each Manhole or Catch Basin Adjustmment 300 4,500
Following Overlay
15. 4 Each Valve Box Adjustment Following Overlay iOO 400
16. Lump Sum Television Inspection 1,500
17. Lump Sum Construction Staking & As-Built Notes 2,000
Schedule A - TOTAL $158,100
SHATTUCK AVENUE SOUTH
INTERCEPTOR SEWER
COST ESTIMATE
SCHEDULE B, NORTH PORTION
Item Approximate
No. _ Quantity Item Unit Cost Amount
1. 2 Each Manhole, Standard 48" Diim. $ 1,500 $ 1,500
2. Lump Sum Special Drop Manhole 5, 54" Dia. 2,500
3. 2 Each Manhole Cemolition and Salvage 350 700
4. 700 L.F. 18-Inch Dia. Sewer Pipe 75 52,500
S. 5[ L.F. iO-Inch Dia. Sewer Pipe 30 1,500
6. 150 L.F. 6-Inch Oia. Side Sewer Pipe 20 3,000
7. 8 Each 18" x 6" Tees 450 3,600
8. Lump Sum Borinc; at B/N Railroad 18,000
9. Lump Sum Revisions at Manhole 7 2,000
10. 210 Ton Pipe Foundation Gravel 15 3,150
11. 2800 Ton Gravel Borrow for Trench Backfill 8 22,400
12. 320 Ton Crushed Gravel Surfacing 10 3,200
13. 720 S.Y. Asphalt Concrete Trench Patch 8 5,760
14. 3500 S.Y. Asphalt Concrete Overlay 6 21,000
15. 10 Each Manhule Lid Adjustmmant Following Overlay 300 3,000
16. 5 Each Valve Box Adjustment Following Overlay 100 500
17. Lump Sum Television inspection 1,500
18. Lump Sum Construction Staking & As-Built Notes 2,000
Schedule B - TOTAL $147,810
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CITY OF RENTON
SHATTUCK AVENUE SOUTH
INTERCEPTOR SEWER
1��
SCHEDULE A, SOUTH PORTION
SCHEDULE B, NORTH PORTI
r C,
SPECIAL PROVISIONS
1 -02 .4 EXAMINATION OF PLANS , SPECIFICATIONS AND SITE OF WORK
(SUPPLEMENTAL SECTION
A limited soils investigation for the project has been prepared by
Converse Ccnsultants Northwest , Seattle , Washington , dated September
24, 1986. A copy of the investigation will be available for review
in the Public Works Department.
The limited investigation is solely for design purposes , and it
shall be considered informational only. There is no guarantee
regarding type of soil or subuurface conditions within the project
area, nor is there guarantee as to completeness or accuracy of data
in the re.ort. CONTRACTOR shall make his own independent examin-
ation of soils and subsurface conditions and their effect on the
Project .
1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1 -07. 16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION)
Private property such az; plants , shrubs , trees , fences , and rockeries
within the public right-ol-way shall be removed and restcred to the
satisfaction of the property owner. It shall be the Contractor ' s
responsibility to notify each property owner when it is necessary
to remove such improvements to facilitate the Contractor ' s progress ,
and to remove those improvements to locations requested by the
property owner or to restore them in their original location in as
near original condition as possible.
Such removal and restoration shall be considered inc'.dental to the
project and no further compensation will be made.
7-17 SANITARY SEWERS
7-17.3(1 )A SEWER TRENCH (SUPPLEMENTAL SECTION)
All excavation , placing of pipe , and backfillii.b shall be done in
accordance with State of Washingto : Safety Standards for Construction
Work, Part C of the latest edition.
1
Page 2
7-17 . 3( 1 )A SEWER TRENCH (SUPPLEMENTAL SECTION) , Continued
Sewer Trench excavation and backfill shall be done in accordance
with Section 2-09 STRUCTURE EXCAVATION CLASS A OR CLASS B.
Soils excavated from the trench are expected to be wet and fine-
grained , and are not considered suitable for reuse as backfill in
areas where subsequent settlement of the trench backfill is object-
ionable (such as under streets) . Therefore , it is recommended
that trench spoils be hauled from the site and be wasted and that
backfill material be gravel borrow in accordance with Section 9-
03. 14 of the Standard Specifications .
Backfill should be placed according to the 1984 Standard Specific-
ations , Sections 7-10. 3(10) and 7-10. 3( 11 ) .
Initial backfill should be tamped along the sides and under the
haunches of the pipe and should extend at least six inches over the
top of the pipe. The fill should be placed in thin lifts (approx-
imately eight inches or less) and compacted to at least 95 percent
of the maximum dry density (as determined by the ASTM D-1557
compaction test procedure) .
7-17. 3( 1 )A FOUNDATION (SUPPLEMENTAL SECTION)
Exposed foundation soils are expected to consist of very loose
silty sand and soft silt. Foundation soil will most likely be wet
and will easily be disturbed by construction activities . Excavation
should be performed with a smooth-bladed bucket, foot traffic on
foundation soils should be minimized , and the trench shall be over-
excavated at least 12 inches and backfilled with gravel borrow
(meeting the specifications given in Section 9-03. 14, Standard
Specifications to provide a stable working surface and to protect
foundations soils . Where peat or organic soils are exposed at the
base of the trench, this overexcavation should be at least 24 inches
deep. At manhole locations , manholes shall be provided with a
layer of gravel borrow as recommended above at least 12 inches
thick to protect foundation soils.
7-17. 3( i ) B PIPE BEDDING (SUPPLEMENTAL SECTION)
Pipe jhould be bedded in general accordance with the WSDOT/APWA
Standard Plans for Road , Bridge and Muncipal Construction, Standard
Plan B-18C ; for both rigid and flexible pipes . This includes four
inches of bedding material below the pipe. Due to the fine-grained
nature and high moisture content of the natural material , the
cleaner "gravel borrow" (9-03. 14) shall. be used for bedding rather
than the specified gravel backfill (9-03. 12(3) ) which allows up to
15 percent by weight passing the U.S. No. 200 sieve.
Pape 3
7- 17. 3(2)A SURVEY LINE AND GRADE (REPLACEMENT SECTION)
Construction staking shall be provided by the Contractor ' s surveyor
as provided in Section 1 -05. 5(2) of the supplemental specifications .
The laser method of establishing line and grade may be used as
specified in Section 1 -05. 5( 1 ) of the supplemental specifications .
7-17 . 3(2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECTION)
TEES/STUBS:
Tees shall be installed where shown on the plan , or as directed
by the Engineer. The unit bid price per each Tee shall be
complete compensation for all labor , material , fittings and
equipment necessary for complete installation.
The unit bid price per T,.F, for 6" sewer pipe shall be complete
compensation for all labor, materials , fittings and equipment
necessary for complete installation ; including excavation , bed-
ding, backfill, placing pipe, connection to existing side
sewer, removal and replacement of concrete curbs , gutters drive-
ways , and sidewalk. No tunneling under the curbs , gutters ,
sidewalks or driveways will be allowed.
7-17. 5 PAYMENT (SUPPLEMENTAL SECTION)
WORK PERFORMED UNDER THE Contract shall be paid for according to
the Bid Items shown in the Proposal and Schedule of Prices. Payment
shall constitute full compensation for furnishing all plant , labor,
equipment and materials , and performing all operations required to
complete the work, as specified, and as shown on the drawings .
Payment shall be made only for those items specifically shown in
the Proposal and Schedule of Prices , and all costs which do not
appear as a specific item shall be included into one or all of the
Bid Items .
7-17.6 AUGERED OR BORED CASING AT B/N RAILROAD
At the locations shown on the Plans , a sewer pipe crossing of the
Burlington Northern Railroad trackage shall be made by jacking ,
driving, or augering a steel casing pipe beneath the surface. No
open excavation shall be allowed. Diameter of casing pipe shall be
sufficient to allow installation of the utility pipe and also to
provide allowance for adjustment of the utility pipe to proper line
and grade. Wall thickness shall be sufficient to withstand install-
ation force and loadings and shall not be less than 0.531 -inch. The
sewer pipe may be either pushed or pulled into the casing pipe.
Shims or skids shall be used to protect the pipe a-d place it in
position. The sewer pipe shall be adjusted to line and grade , and
shall be permanently anchored or blocked in position. Moist sand
Page 4
7`17.6 AUGERED OR BORED CASING AT B/N RAILROAD, Continued
she_ be nlaced in the casing pipe so that all voids will be filled.
Cart 1.all be used to completely fill all voids and to prevent
flo3' ation or displacement of the pipe.
The requirements of the Railroad as contained in the Construction
Per tt or as issued by oral instructions of the authorized repre-
sei. :stive of the Railroad shall be followed by the Contractor.
7 . 7 METRO TAP (CONNECTION TO METRO)
THE Metro Tap shall comply with details shown on the Plans. In
addition , the following requirements shall apply :
1 ) Mr. Jim Hawthorn of Metro (phone 684- 1303) shall be notified
at least two working days prior to construction in the vic-
inity of Metro ' s 108-inch diameter Eastside Interceptor ,
Section 1 .
2) During construction , no debris shall be allowed to enter the
Metro Interceptor.
3) Plans for dewaterinp adjacent to Metro facilities shall be
submitted to Mr. Jim Hawthorn for Metro review and approval
at least five days prior to construction.
4) The connection to the 108-inch diameter Interceptor shall not
be backfilled until it has been inspected and approved by
Metro.
5) The new connection shall be made by core drilling P.ad use
of a Kor-N-Seal Boot as distributed by P. I .P.E. , In'.. , 4501
South Orchard, Tacoma, Washington 98409, (206)623-7772.
6) The connection shall be Mugged and not put into service
until the tributary system has been cleaned , inspected ,
tested, and approved by the City.
Page 5
7-17.8 MAINTENACE OF EXISTING WASTEWATER FLOWS
All existing sewers in the project area are in active use and ,
therefore , in performing the work included in the Contract, the
Contractor shall make adequate provision for maintaining the existing
flow, diverting the flow or storing the flow for later release.
Work invo) . ed in the maintaining of existing wastewater flows shall
be subject to the following :
1 ) Diverted , stored or bypassed wastewater shall be returned
to the sewer system and shall not be released in the ground
or on the surface .
2) Ground water, dirt . gravel , and construction debris shall not
be allowed in the s :r system.
3) Wastewater flows shall not be impeded o: stored so that it will
create a problem upstream.
4) The Contractor shall prepare a step-by-step plan and time
schedule for completing this portion of the work. The plan
and schedule will be subject to City approval.
r
ENDING
OF FILE
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