HomeMy WebLinkAboutWWP2700401(18) SANITARY INTERCEPTOR S-401
Phase II Specification Masters
BEGINNING
OF FILE
FILE TITLE
S � e cif; ca t�oh
l ' °� $ lers
AWARDED CoAct No.CAG
TC -
♦
911) PROPOSAL & SPECIFICATIONS UTILITY ENGINEERING
FOF
SEWER PROJECT
S-401 PH 11
18" SANITARY SEWER
INSTALLATION
SHATTUCK AVE S
FROM HOUSER WY S TO S 4th ST
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
A`L'NIVPAL BUILDING. 200 MILL AVE. S.
RENiON, WAS". 96055 • (206)233-2631
CITY OF RENTON
Sewer Project No. S-401 - Phase 11
18" Sewer Main Installation
Shattuck Ave. S. from Houser Way S. to S. 4th St,
INDEX
Summary of Fair Practices/Affirmative Action Program, City of Renton
Scope of Work
Vicinity Map
Instructions to bidder
Call for Bids
*Certification by Proposed Contractor/Suborntractor/Supplier/ref. EEO
*Certification of EEO Report
*Minority and Womens Bus ness Enterprise Participation
*Certifivtion of Bidder's Affirmative Action Plan
*Combineo .ffidavit and Certification Form:
Non-Collusion
Antitrust Claims
Minimum Wage form
*Bid Bond Form
*Proposal
*Schedule of Prices
Bond to the City of Renton
Contract Agreement
EEO Compliance Report Sample Form and lustructions
Hourly Minimum Wage Rates
Environmental Regulation Listing
Hourly Minimum Wage Rates
Supplemental Provisions
Special Provisions
Report on GeOtechnical Investigation dated October 27, 1986
Standard Plans
Documents marked * above must be executed by the Contractor, President and Vice-
President or Secretary if corporation by-laws permit. All pages must be
signed. In the event another person hay, been duly authorized to execute
contracts, a copy of the corporation minutes establishing this authnrity must
be attached to the bid document.
CITY OF RENTON
Public Works Dept,
Renton Washington 98055
CITY OF RENTON
ewer Project No. S-401 - Phase II
18" Sewer Main Installation
Shattuck Ave. S. from Houser Way S. to S. 4th St.
SCOPE OF WORK
The work involved under the terms of this contract document shall be full m `
complete installation of the utilities as shown on the Plans and in the
Specifications; to include, but not be limited to: excavation, backfiil and
compaction, installation and testing of approximately 700 lineal feet of IS.
inch diameter sewer main in Shattuck Avenue South between South 4th Street
and Houser Way South, The work ;hall include all manholes, tees, side
sewers, connection to existing sewers, the removal and salvage of the
existing manholes, and the complete restoration of all surfaces and existing
underground utilities.
All contractors participating in the work on this project shalt comply with
all Federal, State, County, and City Codes and Regulations applicable to such
work and in conformance w'th the Plans and Specifications.
,
Al
zl �
Mill
RIOJECT
�h LOCATION o'� r ,
-�
n 1
r
4 ^^.
I T Y OF R E N T n N
111'W'I "��� IIOY oc�.eiwewr o. .u�tic woeac
NNN� SHATTUCK AVENUE SOUTH
_�� i _.-• INTERCEPTOR SEWER
City of Renton Call for Bids
Sewer Project No. S-4t11 - Phase 11
18" Sewer Main installation
Shattuck Ave. S. from, Houser Way S. to S. 4th St.
Sealed bids will be received until 2:30 P.m., Wed, March 2 1968 at the City
Clerk's office and will be opened and publicly read at : p.m.,in the 4th
floor conference roam, Renton Municipal Building, 200 Mill Ave. South.
The work to be performed within 40 working days from the date of
commencement under this contract S'R'a T include, but not be 'imited to:
Fxcavatioa, backfiil and compaction, and installatior and • st,ng if ) 18"
sanitary sewer in Shattuck Avenue South from Houser Way South ... South 4tf:
Street.
The City reserves the right to reject any and/or all bids and to waive any
and/or all informalities.
Approved plans and specifications and form of contract documents may he
obtained at the Public Works Department office at the Renton Municipal Build,nq
for a deposit of $25.00 each set plus $ 5.00 to cover postage, if m ?e.d.
A certified check or bid bond in the amount of five percent (5%) of the total
amount of each bid must accompany each bid,
The City's Fair Practices and Non-Discrimination Policies sh,ll apply.
aA xineF for uy i, er
Published:
Record Chroniclei February 12 and 19, 1988
Acct. 051226
Daily Journal of Commerce: February 19 and 26, 1988
N '
MY Ot MRtOR . PWCltp *arks Department
• •
S-401 Shattuck Ave S Interceptor Sever
Schedule 8 frog mouser Mar S t0 S Ain Sr
pv; Pipe Ater-rote
SCHEDULE OF PRICES
!VOTE: Unit lances for all items, all extentions and total amount of Did
must he Shaun. 5iow unit prices in both words and riguren and uheh
conflict occurs the written or typed words shall Prewil.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT '
NO. QUANTITY it Prices to be Wntten to Words) DOLLARS CTS. D0 AR
Schedule 8
• ! '.d St Manhole at Catch Best',
:31h to Grade follaming Pavement
overlay
r Each
S _
+� �.Ukt .a .a d's t Scede
roilomi33 Pavegen Overlay
s_
Per Each --
television Inspectiin
.rip Sum
Per Lump
Construction Staking An.!
L"", Sur As-Built Notes
Pei LUMP Sue
°0 Portland Cement Concrete ur •. v.�..
t,,eel font Gutter (Removal and Replaceee3t)
Per Lineal Foot
Portland Cement COnrrete Sideeal-
i•ia re yard (Remove and Replace)
Per SAuue vird _
11. 400 Lane Stripe (e Inch Mile font!.mac,:
Lineal foot
S
.---
^ Lineal Foot
Clry if Ashton . Public works Department
• •
S-401 Shattuck Are S Interceptor Sewer
Schedule B ftan Houser Way S to S Ath St
PVC Pipe Alternate
SCHEDULE OF PRICES
(NOTE: Unit prices for alt-(tems,all eztentlons and total ommint of Did
mu:t be shown. Stow unit prices in both words and figures and rl•orn
r 101(lict occurs the written or typed words shall pmml.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UN:T PRICE AMOUNT
N' QUANTITY it nit Prices to be Written in Words) DOLLARS CTS. ,DOLLARS
Schedule 8
Painted Double Yellow Center
weal soot Stripe (A Inches Mile Each Stripe'
f _
Pat :.meal Fnot� 'eords)
ly. 36t1 Pointdd Gore Strip, 8 Inches win.;
..ineal Foot for ChanneltFatlon
f_ _
Pei lineal FOOL
Paint,d Stop Bar i18 Inches wlle�
Fout
s _ _
Per Lineal Foot------ ��--
^ � Painted Crosswalk (Bar Pattern
.heal Foot 18 Inch A 121 Inch Each Sarl
Pat Lineal foot
Painted Crosswalk (Parallel Pattern
�Pil root 12 Inches vide)
Per LlOeal Foot
P al rtt ed Traffic —0N-.V"
Per Each _._ .
Fainted Traffic ' Arrow—
Per Ea[•tl
City Of Renton . Public Mork% aeparteent
•
S-401 Shattuck Ave 5 Interceptor Seenr
Schedule B fr0e WOuser Way S to 5 Ain St
PVC Pipe Alternate
SCHEDULE OF PRICES
(NOTE: Unit prices for all items,all eztentians and total amount of bid
must be shown. Show unit prices in both words and figures and where
conflict occurs the written or hyped words shall preml.)
ITEM APPRO)<. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. OC AR T
Schedule B
Plastic Traffic Button
E acn
Per Fa
9.1f Sales Tax f
Total Schedule f
B" I
1
SjjEDULE Of PRICES •
(Note: Unit Prima for all items, all estensims and total amunt of
Did wst he shown. Show wniC Prices in both words and li Qures
and whore cvrflic. occurs the written w typed words shall prevail,
ITEM APPROX. ITEM WITW UNIT PRICED BID UNIT PRICE. AMOUNT
NO. QUANTITY unit Prrco• to be written in words, DOLLARS CTS. DOLLAR$ CTS.
THE ERSICNED Bi DER HEREBY AGREES TO START CONSIRUC ION WORK 01 THIS PROJECT, I
AWARD HIM, NO LA ER THAN TEN (10) DAYS AFTER FINAL FJECUTION Aml TO C MPLETE W1 IN
WOLKING DAYS AITER STARTING CONSTRUCTION.
DATFD T THIS DAY 01 19E
ACKNO EDGEMENT OF RECEIPT OF ADDENDA:
NO• ATE
I
ATE
NO ATE
SIGNED
TITLE
NAME OF COMPANY
ADDRESS
CITY/STATE/ZIP
TELEPHONE
CITY OF RFNTON STATE CONTRACM S
BUSINES LICENSE I LICENSE
City at Menton . PuElio Work& bapartsent
•
S-401 Shattuck Ave S Interceptor Sewer
Schedule B fro& Houser Way S to S Ath St
PVC Plpo Alt Grnate
SCHEDULE OF FRICES
(VOTE: Unit prices for all'iterns, all estentions and total amount of Did
Must be shown. Show unit prices in troth words and figures and where
conflict occurs the written or h•ped words shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANT ITN R nir Prices to be Written in Words) DOLLARS CTS. DO AR T5.
Schedule B
al. 1 Manhole, As Inch Diameter With
Each extra thick base or flange
Per Each �ryords)
02. l Manhole, So Inch Diameter With
Each Drop Connection and 'a thick
base or flange
Per Each
0s, 2 Remove and salvage existing
Each manhole
f
Per EacA
Gd. 700 16 inch Diameter Sewer Pipe
Lineal Foot (PVC)
Per Lineal Foot
-0 10 Inch Diameter Sewer Pipe
:,eel Foot (PVC)
E _
Par Lineal Foot
6 Inch Dtaae'.et Pipe for
—,1 Foot Side Sewers
P f__
e[ Llneel foot u
J1. B 1B Inch x 6 Inch Too$
Each
E_...._ __ _. . _...
Per Each
City of Renton . Public Works UWpertment
• •
S-401 Shattuck Ave 5 Interceptor Sewer
Schedule B from Houser Way 5 to S ath St
PVC Pipe Alternate
SCHEDULE OF PRICES
(NOTE: Unit prices for all items,all extent➢ais and total amount of bid
mist be shown. Shur• wit prices in both worms and figures and where
conflict occurs the written or typed words shall preS'atL)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO, QUANTITY It nit P-ices to be Written in Words) DOLLARS CTS. QOLLARS CTS,
Schedule B
08. Bored Crossing of 0/H Railroad
L uxu 4--in including Casing Pipe
S_ ___ _ _
Per Wmp Sum :Words) .,
Manhole, St Inch Species at eB
'MP Sas with Extra Thick Be^e or Flange
Per t.uap Sum
Pipe Foundation Gravel
Pe[ TOn
i. 2000 Gravel barrow fp• Trench Ba.kfill
Tan
Pe' Ton
- -,shed Surfacing Top course
e Minus
Per Ton
Cement Concrete C1ess R
11cluding Paving Asphalt for
Trench Patching
Per Ton^
lu. l20 Asphalt Ceaent Concrete Clas, B
To^ Including Paving Asphalt for
Pavement Overlay
S
a ale 11
iWY-R32)10-AA ORIVA1LIN4 41N14i14 W)JRIY WAGE 441ES V]YErgFa li. (9R6
9"04T104% FLA]JERS
LOCAT10Ni CLALLA4. GRAYS HAi ROA. ISLANO, JEFF54SO4. KIVi• . LTSV. LEWIS.
MASON, PACIFIC (NORTH Of WAHKIAKJ4 CDUNTY NORTHFiN BJJ41my
FxTENOfO JUE WEST TO THE PACIFIC OCEANI. PIERCE. SKAGIT.
SNUHOMISH. tHJRSiDN. W4ATC04 C.16M IFS. AVJ YAK MA CIUNTY (THAT
PrRTtON LYINJ WEST OF THE 120TH 4ERIOIANI.
FR14GE REVFFITS
TOTAL HOURLY 05 4EFITS 3.43 A/Hw.
WAGE RATES
JCCJPATIJN JCCUP4TiON STATE
C90E OESCR I PT 104 IATF
26J-31IO FL AGJdl
2S0-JJ20 FLAG4FV
TYFK
26,-9914 STATEt UFRT00 - AIL HOURS WJRKtJ (N iKCtSS
OF q HOJRS PEP 'DAY OR 4O HOLl1S PER WEFt SHALL
RE PAID AT ONE A40 ONE HALF 114ES THE REGULAR
SATE IF PAY.
CITY OF RENION
SHATTICK AYE. SOJFH
INYf R:FPTUt SEWER
PAGE I
HMV-R37320-A4 PR3VAI LI Ni MINIMUM HOURLY WAGE RATES N)VEMBFR U. 1986
UCLJPATIUNS LABURERS
l OC4TIU4. CLALLAM. G44YS MARBJR, ISLAND. JEFFERSU4, KIV:i. XITSAP. LEWIS.
4AS31. 0AL1FIf. 1434TH 0° 444KIAKOM :OUNTY NDATHE44 BOUNDARY
EXIFNOEO OJE WEST TO THE PACIFIC JCFANI. 31ERCE. SKAGIT.
SNJHUMISM. THURSTJN AND WHATCJM CJJNTIFS.
FKINGE BENEFITS
HEALTH A40 ..ELFARf L.YS S/MA.
0ENS114 1.i5 S/MR.
TRAINING FJND . 13 1/4R.
WAGE RATES
OCCJPATI34 OC'�UP411ON STATE
COOf f)ESCR IPT IOV RATE
GRJUP 1
150-21)0 014314 -LLA4-0 R.46
GRUJP
350-.))90 RA r4 WEIGHM44 13.78
350 463 CRJSHER FEEDER 10.78
350-L160 PIL')T „AR 10.7R
350-1870 TDOL4334 0444 44T JOR SITC1 10.74
GR)JP 3
350-0080 IALL4ST PE:ULATOR MACIIINF 14.96
150-0240 CAAPE'ITER TEVOER 14.96
350-0270 CEMENT FINISHER TC40ER 14.96
350-0310 C.11PvR 14.96
35J-0340 CHUCK TENDER 14.96
360-3350 CLE4N-JP LA83RER 14.46
350-0390 CO4CR=T1, FORM STRIPPER 14.96
3SO-0470 CURIN3 CJNCRETE 14.96
350-0511 1EMOLIT104. WRECKING AN.) NJVIVG II4LL . 14.96
CH44.4") 4ATERIALS1
350-0713 EPDXY TFC H+1CIA4 14.96
350-081r) .',ABIDV RASK0 dJILOTN 14.96
350-0920 GENFAAL LAd3AER 14.96
350-0860 GRINDERS 14.96
350-1170 PUT TLN)TR 14.96
CITY )F IEVTOV
SHATTUCK AV-. SiA 1
INTERLCPTOR SEWER
PAGE 2
NWY-R32320-AA PReVAILI4G MINIMUM HOUKL• 44GE 4iTES 4)VF44ER 13. 1996
3CCUP4TIO4: LABORERS
LJCATIJ4: CLALLAM. GRAYS HAtBOR, ISLAND. JEFFERSON. KIN;. KI ISAP. LEWIS.
MASON. PACIFIC WORTH OF 44HKIAKJ4 COUNTY 434THEt4 BGJNDARY
EXTENDED 39E WFST TO THE PACIFIC OCEAN). PIERCE. SKAGIT,
SNOHOMISH. THJR: T]N A40 WMATCOM COUNTIES.
WAGE RATES
0CCJPATIJ4 OCCUPATIIIN STATE
CODE OESCRIPT104 WE
GROUP 3
350-1390 POLJEA4A4 HELPER 14.96
350-1765 STAKF HOPPER 14.96
350-I890 7GP4AN - TAIL14AN 14.96
350-1940 TU..ER 17ERATOR 14.96
350-2030 V18PATING SCREED ( AIR. GAS OR ELECTRIC) 14.96
GROUP 4
350-0050 ASPHA-T RANZR 15.44
350-0250 CEMCN7 ]UMPFP - PAVING (5.44
3SO-0420 CJVCRETE SAW 7PERATOR 15.44
350-06SO ORILLFR - WAGON AND AIR TRACK IPERAT)R 15.44
350-0720 FALLER AND BJCKER - CHAIN SAW 15.44
350-0640 GRADE :HECKFA 44D TRANSIT MAN 15.44
350-0950 HIGH SCALER 15.44
350-J980 JACKHIVMER 15.44
350-1090 MANHOLE RUIL)ER 15.44
350-1700 NOLLLEMAN (CONCRETE PJMP. G<ECA CUTTFR lHE4 U.44
USIVu :34BI44TION OF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK, S440BLAST,
GUNNITE, SHOTCRETFI WATER BLASTER
350-1256 PAVFMEVT 84=4KL� 15.44
350-1315 PIPE KFLINER 14JT INSFRI TYPE$ 15.44
350-1280 PIPELAPFR AN] CAULKER I5.44
350-1485 RA►LR34D SPIKE PULLER (POWER) 15.44
350-1753 SPRFAOFR (CONCRETE) t",.44
ISJ-L7" SPREA)ER - CLARY PJWEN OR SIMILAR TYPES 15.44
3SO-184U TAMPER IMULTIPL� AND SFLF PRJ"FILF)l 15.44
350-1920 TAMPER AND SIMILAR ELTCTRIC, AIR AND GAS 15.44
]PFRATFO TOOLS
350-1865 TIMBER44NI - SEWER (LAGGER. SHORFR. G CR14RFt) 15.44
3St)-1905 TRACK LINER 1P11WERI I5.44
CITY JF RF4TJN
SHATTUCK AVE. SOUTH
INTERCEPTOR ;EWER
PAGE 3
HWY-K32 320-AA PREVAILING MINIMUM HJUKLY aAGF RATES 41VE48ER 13. 1986
OCCUPATIONT LABORERS
LOCATION: CLALLAM, GRAYS HA480R. ISLANU. J6FFERSON. KIN3. KITSAP, LEWIS.
MASON. PACT )NORTH JF WAHKIAKJM COUNTY 43RTHE34 BOUNDARY
EXTENDED DU'. 'T TO THE PACIFIC OCEAN). PIERCE, SKAGIT.
SNOHOMISH. TH �TDN KND WHATCOM COUNTIES.
WAGE RATES
DCCOPATION UC:UPATIUN STATE
CODE DESCRIPTION RATE
GROUP 4
350-2000 V19RATOR 15.44
350-2090 WFLL-POINT MAN L5.44
GROUP 5
350-1200 CAISSJN WORKER I5.80
.3SO-1110 MINER IS.BD
35U-1383 POMJEt4AV 15.83
350-15DO RE-T IMBERMAN 15.80
OTHER
350-9310 STATt: EFFE:TIV; L2/1 /84 DELETE THE CLASSIFI-
CATION OF CLEANI'4G LABORER FROM GROUP I AND
ADD IT TO GROUP 3.
150-9355 STATE: OVFRTIMES ALI, HOURS IN EXCESS OF 8
HOURS PER DAY OR 40 H(1URS PER WEEK. M')N)AY
TH43U.1 FRIJAY. AND ALL HUURS WORKED UN SAT-
JRDAYS IEXCP T A MAKE-JP DAYI SHALL BE PAIL
AT ONF AND ONE-HALF TIMES THE REGULAR RATE OF
PAY. ALL HOURS WURKEO ON SUNJAYS AND HOLI-
DAYS SHALL BE PAID AT DOUBLE THE RE;ULAR RATE
35J-9356 )VERTIME: RATE OF PAY. A MAKE-UP DAY MAY BF
WORKEI JN SATUR)AY AT STRAIGHT TIME IF WORK
IS LOST DUE. TO WEATHER CONDITIOMS.
WOPKLNG FORE14A43 50 CENTS PER HOUR ABOVE THE
41GHEST CLASS IF[CAT IJN SUPEAVISFD
CITY OF RE10,74
S.-IATTUCK AVE. SOUT4
INTERCEPTOR SEWER
PAGE 4
HWV-R32320-AA PREVAILI4G MINIMUM FE)URLY WAGE RATES 4)VFMBFR Il. 1996
JCCUPATIONZ POWER EQUIPMENT OPERATORS
1.0CATION= CLALLAM, GRAYS 14AT&14. ISLAND. JFFFFRSON. t04G. (I TSAR. LEWIS.
MASON. PACIFIC INORTH OF IAHKIAKJM COUNTY NJRTHER4 BOJNDARY
EXTE4DED DUE WEST TO THE PACIFIC OCEANI . PIERCE. SKAGIT.
SNOHOMISH. THORSTON AND WH4f CON 0004TIFS•
FRINGE BENETITS
HEALTH A4D WELFARE 1.95 t/48.
PENSION 2.)) A/HR.
TRAi NIN4 FUND .2b A/HR.
WAGE RATES
OCCUPATIUM LICCJPAT ION STATr
CODE )ESCRIPTIU9 RATE
GROJP I
�-70-5500 CRANF 101 TONS AND OVER ,IR 20) FT OF BUJM 10.7 ,
INCLU).4-- JIB 440 OVER
570-5535 LOADER. 9 iARDS AND OVER 19.ifi
570-5510 SHOVFLS AND ATTACHMENTS. 6 YARDS AND OVER I0.73
GROUP 1
570-5519 CABLEWAYS 19.21
570-5520 CRA4E )VFR 4S TONS 4N0 UP TO t): TANS OR IR.23
OVER 150 FT OF BOOM 14CLJDIN5 JIB
570-5535 HELICOPTER WINCH 19.23
570-5545 LUADER. )VE41tA) 6 YARDS UP TO R YARDS 19.21
570-5565 QUAD 4 AND SINILAW, D-10 AND HO-41 18.23
570-5540 RF.MUT- CONTROL. OPERATOR. FTC. 13.23
570-5525 ROLLAGON 14.23
570-5560 SCRAPERS. SELF-PROPELLED 45 YAROS CID )VER 18.23
570-5550 SHOVELS, BACRHOES OVER 3 YARDS TO 5 YARDS 14.23
570-5555 SLIPFURM PAVERS 18.23
570-5510 TOWFR CRANE 19.21k
GKOJP 2
570-5575 BUMP CUTTER 17.79
510-SS90 CHIPPER 17.19
570-SSTD CONCRETt 9AT.H PLANT OPERATOR 17.79
510-SSBD CRANES. 20 TANS THRU 45 TONS 17.79
CITY OF RENTON
SHATTOCK AVE. SOJTH
INTEKCEPTDA SEWER
PAGE 5
M4Y-R3232D-A4 PAEVAIL114i MINIMUM MOURLY WAGE RATES VJVFMRFR 13. 1906
OCCUPATIUNe POWER EOJIPMENT OPERATORS
LJCAT104: CLALLAM. BRAYS MARROR. ISLAND. JEFFERSON. KING. KITSAP, LEAIS.
MASUN, PACIFIC (VORTH JF WAHKIAKUN :OUNTY NORTHERN ROUNOARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT.
SV3H314ISH. THUASTON AND WMATCEIM COUNTIES.
WAGE RATES
JCCUPATIUN OCCUPATION STATE
CO9E DESCRI P T104 RATE
GROUP 2
510-SSJS CRUSHFRS 17.7V
STO-5600 DERRIC( 17.79
570-5605 DRILLING MALlINE 17.79
570-5610 FIVISHIVG MA:NINE 17.79
57J-SSRS HYORALIFTS 17.79
5 70-561 5 LJAJERS, OVERHEAD UNDER 6 YARDS 1709
510-5625 14ECH44ICS. ALL 17.79
S?J-5635 MIXERS, ASPHALT P1ANT 17.79
170-5640 MOTOR PATROL GRAJFRS - FINISHING. RLJFTOPS. 17.71
PULLING SLOPES, DITCHES. ETC.
570-5650 PILEDRIVER 17.19
570-564S PUMP TRUCK MOUNTED CONCRETE PUMP WITH 8014 1T.79
ATTAC4MEVT
STO-5675 SCRAPERS, SFLF-PROPELLED JVOEA 45 YARDS 11.79
570-5655 SCREE) MAN 17J9
570-56SD SHLVFLS, 6AC<HOES 3 Y443S 443 JVOER 17.79
S70-S6o5 SUB-GAA'�A - TIEIMMMFk 17.19
57J-568J TAACTIR. 60 4P AND )V'k. fk ACKMOE AND ATTACH. 17.79
570-S670 TRACUIRS, BACKHOE 17.?9
CPAJUP ?A
S70-563J LEAl"AN 4EC4ANIC - fO.iJ OVtA MECHANIC 17.79
S10-S620 LOCOMOTIVES, ALL L7.79
GROUP 3
570-5505 A-FRAMF CRAVE
570-5685 BKOUMS
STO-5735 CONCAETF PLJ431S I/ .. !
510-5105 CUNVFYDRS 17.43
$70-5700 :kANFS. JP 12 ?0 TONS 1 . . '
CITY OF REVTJV
SHATTUCK AV-. SOUTH
INTERCEPTOR SEWER
P►GE h
4WY-K 32)21-AA PREVAILIN4 MINIMUM ,UURLY WAGE RATES 41OF4PER 13. 1956
O:CJPATIONZ POWER EJJIP4ENT OPERATORS
LUCATION: CLALLAM, 3RAYS HAABOR, ISLAND, JEFFEKSON. KING, U TSAP. LEWIS.
MASON, PACIFIC (NJRTH Of WAHKISKJN COUNTY NJKTHFAY POJNOARY
LXTENOEJ JJE WEST TO THE PAVFIC O:FAN1 . PIERCE. SKAGIT.
SNJHOMISH, T14JOSTON AND WHt lY COJ4TIE5.
WAGE RATES
DCCJPAT 1114 OCCUPATIJN STATE
CEDE DESCRIPTION PATE
GRJJP 3
S7J-569) DUiFKS. 0-4 ANJ J4DER. YO-YO. PAY 912EA 17.43
S7J-S/70 9RIVE4 ON TRUCK CRANES OVER 45 T04S 0.41
573-576S FDUIP4t4T SEAVI:E ENGINEER 17.41
S70-5120 F(RK LIFTS 1T.43
S70-STIO Ht)ISTS, AIR TWGERS, ETC. 17.43
510-571S L'JADFRS - ELFV4Tl4G TYPE 17.43
STO-5725 MOTOR PATROL GRADER - N04-FI41SH14G 17.43
SIJ-5113 4iIC4.1Y.: MACIINE. FTC. IT.41
SiD-SriJ ROLLFRS. UN PLANT, ROAOMIX UR 4ULTI.IFT 17.44
MATERIALS
570-5T44 SANS, :OYCRETE 11.41
570-5150 SCRAPCRS - CARAY ALL 1/.41
510-515% SPKfA)ERS, SLAW KNOX, ETC. 11.43
570-S775 TRACTIA. 60 IP LNO UN)ER. SACKHOF ANJ ATTAL4. 1v.v3
5))-5760 TRENCHING MACHINES 17.43
GRJUP 4
570-5795 ASSISTANT FV.IVEERS 0.13
510-5820 COMPRESSORS 17.11
i n-S790 OIL )ISTAISUTUAS. BLOWERS, E%. 17.11
51J-5785 OIIER DRIVER UV TRUCK CRANE ♦S TO4S 14N1 J4)°A 17.14
70-5800 PAVEMENT MAKER 17.11
510-S80S POSTN)LE =i;LR, MEC-IANICAL 11.13
S70-Sl10 POWER PLANT 17.11
S70-5875 PUMPt, WATER 17.11
510-STeJ KULLER. )THEA THAN P041 ROAD MIX 11.11
570-5515 WHEEL TRACTORS. FAR4ALL TYPE lT.lt
GA qUP S
511-5110 34fADFCHECKER A47 STAKTMA4 1S. 43
C1TY Of RENTON
SHATTJCK AVE. SOJTH
INTERCFPT34 SEWE4
PAGE. 7
44Y-R;2320-AA PREVAIL.14i MINIMUM HOURLY MAGt RATES NOVEMBER 11. I906
JCCUPATION: POWER EJJIPMENT 9PERATORS
LJ:ATIJV: CLALLAM. GKAVS HARBOR. ISL%40. JEFFERSON. K14G. KITSAP. LEAIS.
MASON. PACIFIC (V)RTH OF WAHKIAKUM :OUNTY 9ORTHFRN BOUMIARY
EXTENUEO DUE WEST TO THE PACIFIC OCEANI. PIERCE. SKAGIT.
SNOHOMISH, THURSTON 4N0 WHAICOM COUNTIFS.
OTaER
570-4514 STATE- OVERTIME: ALL WORK PERFORMED IN EXCESS
JF R HJJAS PER JAY 04 40 HJUKS PER IEEK. KIN-
JAY THROJGH FRIDAY. ANO ALL WJRK PERFORMED JM
SATJRJAYS Si ALL BE PA10 AT ONE AND ONE-HAL9
TINES THE REGULAR RATE. ALL WORK PEQPORMEO ON
SJNJAVS AND HOLIDAYS SHALL BF SAID AT OOJBLE
THE AFGULAR RATE OF PAY.
570-9577 STATE: FIRFMAN - 0.50 AMR. JVFR THE HIGHFST
CLASSIFICATION ,JNOFR HIS SJ►ERV(SION.
t ITY JF RLYTIV
SHATTOCK AVE. SOUTH
IYTERrFPTJ1 SEWER
PAGE B
HWY-R92320-AA PRtVA1LI4G MINIMUM HOURLY WAGF RATES NOVFMAFR 13. 19A6
O.CUPATIONS SURVEYORS
LOCATIO44 CLALLAM. GRAYS HAIROR. ISLAND. JEFFERSON. KING. KITSAP, LFWIS.
MASON. PACIFIC. PIERCE. SKAGIT. S4)141MISH. THURSTDN AND W4AT_04
COUNTIES.
FRINGE MF4EFITS
TOTAL HOURLY BL4EFIT - PARTY CHIEF 1.50 A/HR.
TOTAL •OURL.Y BENEFIT - INSTRUMENT I.)0 A/HR.
PERSON
TOTAL 4OURLY BENEFIT - CHAIN PERSON .70 S/HR.
WAGE RATES
DCCUPAI 04 OCC'JPATIUN STATE
CODE OESC9IPTI04 RATE
120-0010 CHAIV 3EAS04 R.25
720-0040 INSTRJ4ENT PERSON (JUNCJA ENGINEER) 10.00
720-J070 PARTY MIFF ( ASSISTANT ENGINEFRI 11.5J
OT HtR
720-9010 STATE: OVERTIME - ALL HOOKS WJRKED 14 EXCESS
OF R 43URS OF DAY OR 40 HOURS PER WEEK SHALL
BE PAID AT ONE AND ONE-HALF TIRES T4E tEGULAR
RATE OF PAY.
C►TT OE REiTON
SHATTUCK AVE. SOUTH
INTERCEPTJa St WER
PAGE 9
NAY-R32320-AA PKEVAILIN; MM AUM 43UMLV WAGE RATES NUVFMRER 13. V 86
D:CUPATION: TEAMSTERS
LJ:4TIUN: CLALLAM, GRAYS HA3BOK ISLAND, JEFFERSL'1, KING, KITSAP. LEWIS.
MASON, PACT°IC MATH - '�` WAHKIAKUM :UJNTY NORTHERN BOUMOARY
FKTENDED DUE NEST TO Th. PACIFIC OCEAN), PIERCE. SKAGIT.
$NDNOMIah. THURSTON. AND 'HATCOM COUNTIES.
FRINGF BENLFITS
HEALTH AND WELFARE 1.99 V HR.
PENS 104 1.R2 174R.
WAGE RATES
U:CUPATION OCCUPATION STATE
CJDf DESCRIPTION RATE
GROUP 38
13J-0140 BUS It EMPLOYEE HAUL 17.16
GROUP I
73J-0145 CHECKERS 17,16
710-0690 LEVFiMAN AN0 LOADERS AT BUN( RS ANO I7.O6
BATCH PLANTS
710-12UO SWAMPEM 17.16
GROUP 1A
730-1810 WANFHUJSFMAN AND CHECKFRS I7.06
GROUP ?
730-1300 TEAM JRIVFR 17.11
GROUP 3
110-OIIO BULL SIFTS• JR SIMILAR EQUIPMENT USF3 IN II.L
LOADING OR JNLOADING TRUCKS, TRANSPORTING
MATEh1ALS ON JOB SITES2WARFHOJSING
CITY OF A! .ION
SHATTUCK AVE . SOJTH
INTERCEPTDI SE wFR
P AGF 10
H4Y-R32-320-AA PAEVAILIN; 41NIMU4 HOURLY WAGE RATES NOVENSFR 15, 14115
OCCOATION: TEAMSTERS
LJ:4TIUV: CLALLAM. GRAYS HAl BOR. ISLAND. JEFFERSON. KING. KITSAP, LEWIS,
MASON. PACIFIC (V)RTH jr THE WAHK14<UM :UUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT.
SNJHOMIS/I. THURSTJN, AN.) WHATCOM COUNTIES.
WAGE RATES
OCCUPATION OCCUP4TION
STATE
Cn0E
JFSCR IP TIUN RATE
GROUP 3
133-0200 OUMPSTERS. A40 SIMILAR EUUIPMe NT:TOJRNO- 17.16 `
ROCKERS. TOURN'IWAGON, TOUMNUTRA(LFR. C4T D1.
SERIES, TERRA COBRA, LETOURNEAJ, WESTINGHwLISE
ATHFY WAGON, EUCLID. TWO AND FUUR-W/EELEO
POWER TRACT34 WTH TRAILER ANJ SIMILAR T3P-
LOADEJ EAUIPMENT TRANSPORTING MATERIAL AND
PERP344146 WIRK IN TEAMSTER JJRISDICTION:OJMP
TRUCKS. SIDE. END AND BUTTON DJMP, I4CLUDI143
SEMI-TRUCKS ANU TRAINS OR CU48INATI0145
THEREJF:JP T3 AVD INCLUDING 5 YARDS
130-0510 FUEL TRUCK. GREASF TAM, GREASER, BATTERY I1.16
SERVICE 444 AND/04 TIRF SERVICE MAN
730-110n SCISS)RS TRUCK 11.16
710-1150 TRACTOR. SMALL RUBBER-TIRED IWHFN )%ED WlP1IN 11.16
TEAMSTER JLRISOICTIONI
710-1750 V4CUUl TRUCK 17.16
730-2000 WATER WAGON AMU TANK TRUCKS JP TO 15J0 17.16
GAL L JN S
110-2230 WINCH TRICK: SI'.GLF ROAR AXLE 17.16
710-2220 WaE:K R, -JW TRUCK AND SIMILAR EQ)IP4FNT l'.16
GKJJP 3A
730-0460 FLAHE+TY SPREADER il.♦V
GROUP
13J-0500 FLATBED TRUCK. OVAL REAR AXLE 17,27
GROUP 5
730-9090 9UGGYM731LE ANJ SIMILAR U.33
CITY OF RENTON
SHATTUCK AVC. SOUTH
INTERCFPTOR SEWER
PA.E ll
HWV-fl S2320-44, PREVAILI N: MI NI RUM HUUKLY WAGE RATES 4OVEM8FR li. 1986
UCCJPATION, TEAMSTERS
LOLATION: CLALLAN. GRAYS HARBOR. ISLAND. JEFFERSON. KIWG. KITSAP, LFw IS.
MASON. PACIf LC (41ATH OF THE WANKIAKU14 COUNTY NORTHERN BOUNDARY
EXTENDED JJF WEST F3 THE PACIFIC OCFA41. PIERCE. SKAGIT.
S10411MISH, THURSTON, AND WHATCON COUNTIES.
WAGE RATES
0CC UPATI ON OCCOP AT ID4 STATE
CUTE OESCRIPTION tATE
GROU P 5
130-0670 HVSTER OPERATORS IHAJLING IJLK LOOSE 17.33
AGGtE,;A TE SI
T30-1190 STRADJLE CAR21FI (RCSS• HYSTER AND SINILARI 17.33
730-2010 WATER MA;.IW ANO TANK TRJCK: 16)0 ..ALL(WS 17.11
TO 10)0 GALLONS
GROUP 6
13U-15Jo TRA%SIT-MIX. 0 TU AND INCLUDINM 4.6 CIS. 17.11
GROUP 7
730-0110 DUMPSTCRS , AND SIMILAR EUi11PMENT:TLURN'J- 17.1d
ROCKFRS, TOUAN0W4GON, TOURNUT941LtM, CAT Dw
SLAM. TERRA C0BRA. LFTOURNEAJ. WESTI4(iHDUST
ATHEY WANTON. EUC LI D. TWO AND FOUR-WHFFLEO
POWER TRACTOA WIH TRAILER A40 SIMILAR TUP-
LUAUF') 1JUIPREYT TAA4SP.)RTI4G 4ATE411AL AND
PERFIIRMING WJRK IN TEAMSTER JURISOICTION:DJMP
TRUCKS. SIDE. F40 AND BOTTJM SUMP, INCLODIN,
SEMI-TRUCKS 4140 TRAINS OR C(IMS144T1)4S
THFRE3t13VER 5 YARDS TO AND INCL. 12 YARDS
730-0410 EXPLOSIVE TRJCK IFIELD MIXI AN) SIMILAR 11.38
LDUIYMENT
130-0710 LJWBEJ AVU HEAVY DUTY TRAILERt UYOER SO 11.38
TONS GROSS
73J-1140 SLURRY Tt UCK DRIVER 17.18
730-1160 SNO-GI ANJ SIMILAR EO,IIPMF.4T 17.161
110-2213 WIW H TRUCK? DUAL RFAR AXLE 17. i8
GROUP 7A
CITY OF RF4TUN
SHATTULK AWL. SWIM
INTFRCFPTJR SOWER
PAGE 12
HW"11120-44 PAE VIA LIN; MI NI NUM NDURLV W4GE RATES NOVEMBER 13. 1986
UCCJPATIUNS TF4MSTERS
LOCATIONS CLALLAM. GRAYS HARBOR. ISLAND, JEFFFRSON. KING. <ITSAP. LEWIS.
MASJV. PACIFIC MAIN OF THE WAHKIAKUM COUNTY NORTHERN 60UNOARY
EKTFNDFD DJF *EST TO THE PACIFIC DCEANI. PIEACE. SKAGIT.
S41HO141 W. THURSION. ANO WHATCOM COUNTIES.
WAGE RATES
KC(JPATION ..^.000PAT ION STATt
CODE DESCRIPTION RAT
GROUP 14
130-041) OIL ]ISTRIOUTOR DRIVER IROADI
GKOUP 4
130-0220 DUMPSTf Ri. AND S141t AR LJU(PMEVT:TOURV)-
ROCKERS. TEURNNW4GON, TUURNOTRAILEA. CAT DW
SERIFS, TFRAA L aRA. LETOURNE4U. WFSTINGHGUSE
ATHFV WAGON, EJCLIO. TWO AND F)UR-WHf FLEO
POWER TR4CTO4 ITN TRAILER AND SIMILAR TOP-
LOAOFI E,)UIP'4ENT TRANSPDATING MATERIAL ANO
PERTURWING WJRK IN Tf AMSTER J ISDIU MNSOJNP
TRUCKS, SIDE, END AND MUTTON JUMP. INCLJOING
SEWI-TAUCKS AW1 TRAINS JR CJMRINATIONS
THEREJfsi VER 12 YARDS TU AND 14CL. 16 YARDS
GR)UP V
130-0130 BULK :FMFNt TANKER 11.44
130-0250 JLPIPSTERS, 4ND SIMILAR FOUIPMFNI:TOJRNJ- 11.49
RUCKLit. TOU443WAGON. TOURNOT441LER. CAT OW
SERIFS. TERRA LORRA, LFTOURNEAU. WfSTIVGHOJSE
AThfY W4i0N, FLCLID. TWO AND F0UR-N9EELF0
POWER tRACT04 wTH !MAILER AND S1141LAR TOP-
LOADE) FOUIPMFNT TRANSPORTING MATERIAL AND
PER#-Ti VIV. W)RK IN TFAWSTFR JJgl S0ILT10Nl DJMP
TRJCKS, SIN., FVD AND MJTTDM )J4P. 14CL.0UIV)
SFMI-TRUCKS %ND TRAINS OR COMBINATIONS
TNEREJFS3VE4 16 YAROS TO AND INCL. 20 YARDS
T30-1015 WATER WAGON AND TANK TRUCKS OVER 3001 GALI9'IS 11.49
CITY if 4E1014
S44TTUCK AVE. SOUTH
INTERCEPT JA SEWER
PAGE 13
411Y-R32370-AA PR E:V All 146 14141MOM WORLY aAGE A4ItS 4)Vf4RFK 13. 1988
3_CUPAtIUN1 TFAMStERS
L ICAY WNt CLALLAM. G44YS HA49JR. ISLAMJ. JE$FER SON. KI 44. K ITS A P. LFwIS.
MASON* PACIFIC (MIRTH JF THE RAW14AUM C)JNTY 434THER4 ROU404RY
EXTENJED DJE WFST TO THE PACIFIC OCEAN). PIERCE, SKAGIT.
SNOHOMISH, tHJRST3N. AN0 NHATCON COUNTIES.
"GE RATFS
1LCUPATIJ4 OCCUPAIION STATE
GOOF OESCRIPTI34 RATF
.RDJP 10
130-3120 bJLL LIFTS. )R SIMILAR F9UIPMF4T USE) 14 ►T.S1
LOADING 94 J4LOAOING TRJCRS. TRANS►.)ITI4G
4ATFR1►LS 04 JOB SITE$10THER TNA4 wARf NUJSf%G
GROUP ll
730-1405 TRANSIT MIX, l).y4
JYfR ♦ Y)S. TO AN.) INCLJOIAG S YJS.
GROUP IIA
730-1SI') TRANSIT-41K JSEJ EX f.LJStVELY 14 Hf AVY IT.Sr
LUNSTA. fJVFI 4 YJS. r0 ANO 14-1 . 6 YUS. i
GROUP 12
73J-JO10 4-hgA4F )R HYUtAL►FT TRUCKS UK SIMILAR
E4JIP4F4f W4FN A-FRANE IN HYJTALIFT c's
St41LAR EQUIPMENT IS IN USE
GNIJP 13
130-0240 0U4PSTFRS, 44J SIMILAN tJUlP4E4l1 Ti)JR N7- H.-
ROLKEMS, TOLIAN04AGON, TOURNO14AILER, CAT ON
SERIES. TERRA COBRA, LETOULNEAU. NESTINGNOU$F
AfHEY WAGON, FJCLII% TwO A40 FIUR-NHFFLfO
PUIFR TRACTJ+) wTH TRAILER A40 SIMILAR Ice-
LOAOFJ F4kW 4FNT 1`444$P3471NG MATF4IAL AND
PERFUR414G 47RK 14 TE44STEn JJAIS310 1748UJ4P
TRUCKS, SIDE, CND AMU BOTTOM JUMP, INCLJDING
SFNI-TAOCKS AM) TRAINS OR CONRINATIUNS
THEREIFIOYFR 21) YARDS TO AND INCL. 30 YAROS
LILY IF AE41)4
SHATTUCK AVE. SOUTH
INTERCEPTU4 SEWER
PAGE 14
M41-R32320-AA PREVAILI4�; 1414INUM HUJRtV WAGE RATES 41VF4SER 13. 1906
OCCUPATION. ;. 14STERS
LUCATIJ43 CLALLAM. GRAYS HAidOR, ISLAN). JEFFERSUN, KING. KITSAP. LEWIS.
MAS t04. PACIFIC INIRTH OF THE WAM(IAKUM CJUNTY 47iTHER4 ROU4OARY
EXT'!)FO DOT WEST TO THE PACIFIC OCEANI, PIERCE. SKAGIT,
SNUMJMIiH. THORSTON. ANO WHATEJ14 COUNTIES.
WAGE RATES
!)CCJPAT 104 OC:UPA TI ON STATE
CODE DESCRIPT104 AATE
GROUP 13
130-0120 LJWBEJ 440 He AVV DUTY TRAILER: !0 TUNS 1T.66
GROSS fO AND tMCLJO14G l00 TJ4S GA)SS
GROUP 1♦
730-1415 TRANSIT MIX. 11.70
OVER 6 YDS. TO AND INCLUDING 3 YOS.
G4JUP l5
73J-02S0 )U4PStFRS. A40 SIMILAR FOUIPNE4TOT0JR4J- 17.R2
ROCKERS. TOUR MOWAGUN. TJJRNOTRAILER. CAT OW
SEW . TEARA COBRA. LETOUANEAU. WESTINGHOUSE
ATMFY WAGON* EJCLIO. TWO AND FOUR-WHFELED
POWER TRACTOR WTH TRAILER AMU SIMILAR TOP-
LOADE) F)UIP4E4T TRANSPORTING MATERIAL AND
PERFORMING WORK 14 TFA14STER JJTISOICTII4:OJ4P
TRUCKS. SIOF, END AND 9UTT(lM JJMP, INCLUJING
SEMI-TRJCKS AND TAAINS JR CUNRINATIONS
THFREOF7OVEA 30 YDS. TO AND I4CL. 40 YOS.
710-0730 LIWBE) 440 MFAVY )UTY TRAILER: OVER 100 lt.q?
TONS GROSS
GROUP 16
73J-L42S TRANSIT NIX. 17.F.
•)VER 9 YJS. IJ ANJ 04"L.WIN4 lJ YOS.
CITY OF RE4Tl4
SHATTUCK AVE. SOUTH
INTERCEPTOR SEWER
PAGE 15
HWY-fl 32320-44 PRSVAI LIN! MINIMUM HOURLY WAGE RATES NJVF?45ER 13. 1986
UCCUP4TIUNl TEAMSTERS
LULATION: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERS04. KIVG. KITSAP. LFWIS,
MASON, PACIFIC INIRTH OF THE WAHKIAKUM COJMTV NORTHERN 50J40A+l
EXTENDED DJF WEST TO THE PACIFIC OCEANS. Plf,R[E. SKAGIT,
SNOHOMISH. THURSTON. AND W14ATC004 COUNTIES.
WAGE RATES
OCCUPATION OCLJPAT ION STATF
CODE OESCRI PT ION RATE
GROUP 1T
730-0260 UUMPSTE-kS. AND SIMILAR FOUIPMEVT=TO!RNI- 11.93
ROCKERS. TOURNOWAGON. TOURNOTRAILER, CAT ON
SERIES, TERRA COBRA, LETOURNFAU. WF.STINGHOUSF
ATHFY WAGON, EUCLID, TWO ANJ FOJR-WHEELED
POWER TR4CT01 NTH TRAILER AND SIMILAR TOP-
LOADED E3UIP4ENT TRANSPORTING 4ATERLAL AVD
PERFORMING WORK IN TEAMSTER JJRISOICTION%DJMP
TRUCKS, SIDE* FVO AMI RnTTOM DAMP, INCLUDING
SEMI-TRJCKS AND TRAINS OR CPMBiNATIJVS
THEREOFSOVER 40 YARDS TO AND INCL. S5 YARDS
GROUP to
730-1435 TRANSIT MIX, IR.03
IVAA LO YDS. TO AND INCLUDING 12 YOS.
GAOJP l9
131-1445 TRANSIT MIX• 14.19
n VER 12 YDS. T9 AND INCLUDING 16 YDS.
GROUP 20
73J-L447 TRA4SIT 91 X. L9.35
OVIK 16 YOS. TO AND INCLUDING 20 Y)S.
GKOJP 21
730-1451 TRANSIT vI%t{S 4NJ TRUCKS HAULING LJ%LKLTEt IR.SL
OVER 2) YDS.
CITY OF Rk.4T34
SHATTUCK AVE. SOUTH
INTERCEPTOR SEWER
PAGF 16
4AT-R32320-AA PPCVAIL14G 414114UM HOURLY .143E RASES 43VF48FA It. 19l16
OSCUPATIONI Tf AMSTERS
LOCAT 1041 CLALL AM. GRAVS 4AAdO74. ISLAND. JEFFER SON. KIN;. KI TSAP, LEWIS.
MASON. PACIFIC 14')RTH JF THE MAHKIA<UM CJJNTY NJITMER4 SOJNOARY
EXTENDEU DUE HEST TO THE PACIFIC OCEANI. PIERCE. SKAGIT.
SNOHOMISH. THJRST)9. AND HHATCOM COUNTIES.
HAGF RATES
UCCUPATIJ4 OCCUPATION $T ATE
GOOF DESCKIPTIJ4 AAlt
GRDVP 22
730-0433 ESCURF DRIVE) 12.00
713-1020 PILOT CAR 1;1.00
GRJUP 23
730-0490 FLATREO TRJC<, S14GLE REAR AXLL I5.25
730-IU10 PICK-UP TRUCK lS.2i
GtOJP 24
730-0810 MECHANIC HELPER 16.41
GRJUP 26
T30-0810 4EC HA4 If II.,
GRUMP L4A
750-1520 TRANSIT-4IX USE) EXCLUSIVELY IN HEAVY
C!)NSTR.t)VFR 6 YOS, In AN0 lJCL• 8 Y)S.
GRJJP 16A
734-1510 TRANSIT-MIX JSE) EXCLUSIVELY 14 HEAVY 11.86
CCNSTR.:3VEA 8 Y"w.. TC AND INCL . 10 YDS.
GRJUP 184
130-1540 TRANSIT-MIX JSFD EXCLUSIVELY IN HEAVY 19.03
CIINSTR.23VER 10 YUS. TO ANG INCL. 12 VOS.
CITY OF RC4fY'4
SH4TTUCK AYE. SOUTH
INTERCEPTOR SEHFR
PAGE 17
(WY-032320-0.4 PREVAILING MINI4UM `%i Y WAGE RATES 43VFMBER 13. 19116
J:CJPATIO%t TEAMSTERS
LOCATIONS CLALLAM. GRAYS HAABOR, ISL441• JEFFERSO4. KING. (ITSAO. LEWIS.
MASON. PA:IFIC INURT4 OF THE WAHKEAKJM COUNTY NJRTHEA4 SOJ40ARY
EXTENDED DJE LEST 10 THE PACIFIC MEAN). PIERCE, SKAGIT•
S4UH04ISH. THJ RST04. AND IHATCOM CJU4TIFS.
WAGE RATES
OCCUPATION OCLJ04TION STATE
CODE DESCRIPTION Alf
GROUP l9A
730-1550 TRANSIT-41X JSEU LXCLJSIVELV 114 HEAVY 16.19
CONSYR. SOVFR 12 YDS. TO rNU INCL. 16 YOS.
GROUP 204
770-1560 TRANSIT-MIX JSFD EXCLUSIVELY 1N HEAVY I8.15
r O4STR. SOVFR 16 YJS. TO AND 14rL. 79 VOS.
';ROJP ZIA
730-IK10 TRANSIT-NIX USED FXCLJSIVFLY I4 HEAVY 15.51
C114STL. S]VEA 20 VJS.
rTHER
770-9735 STATFi F00 U:CUPAIION IlJ-026:3 IN (xAUUP 17
ADD .15 SIM. FJR EACH 10 YARB INCRE4ENT OVER
55 YARDS
73J-9736 STATPI 3VERTIME-All WORK PERFORMED IN EXCESS
OF A HJURS PFR DAY UR 40 HOURS PFR MFE(. M111-
D►Y T-OROJGH FRIDAY, AND ALL WORK PEkFUR4E0 7N
SATUAJAYS SHALL BE PAID A7 ❑NE AMC ONE- HALF
TIMES THE REGULAR RATE DF PAY.ALL MJRK oFR-
FORME) ON SUNDAY$ AND HULIOAYS SMALL BE PAID
AT ODJSLE THE REGULAR RATF OF DAY.
CITY OF RE41UN
SHATTUCK AVF. SOUTH
INTEMCEPTOR SEWER
PAGE to
CITY CF RENTON
SHATTUCK AVENUE SOUTH
INTERCEPTOR SEWER
SCHEDULE A. SOUTH PORTION
SCHEDCLF B, NORTH PORTION
SPECIAL PRI)VISI0NS
1-02.4 EXAMINATION OF FLANS SPECIFICATIONS AND SITE OF WORK
A limited soils investigation for the project has been prepared by
Converse Consultants Northwest. Seattle, Washington, dated September
24. 1986. A copy of the investigation is included in the Appendix
of these Specifications.
The limited investigation is solely for design purposes, and it
shall be considered informational only. There is no guarantee
regarding type of soil or subusrface conditions within toc project
area, nor is there guarantee as to completeness or accuracy of data
in the report. 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 PUBI.IC
1-07. 1b PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION)
Private property such as plants, shrubs, trees, fences , and rockeries
within the public right-of-wav shall be removed and restored to the
sat'staction 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 thos. Improvements to locations requested by the
Property owner or to restore them in 'heir original location in ab
near original condition as possible.
Such removal and rebtoration shall be considered incidental to the
project and no further compensation will be made.
7-17 SANITARY SEWERS
7-17,3(1 )A SEWER TR^h_H (SUPPLEMENTAL SECTION)
All excavation, placing of pipe, and backfilling shall be done in
accordance with State of Washington Safety Standards for Construction
Work, Part C of the latest edition.
1
Page
7-17.3(1)A SEWER TRE14CH (SUPPLEMENTAL SECTION) , Continued
Sewer Trench excavation and backfill shall be done in accordance
with Section 2-09 STRUCTURE EXCAVATION CL\SS A OR CLASS B.
Soils excavated from the trench are expected to be wet and fine-
grained, and are not conaldered suitable for reuse as backfill in
arear where subsequent settlement of the trench backfill is obiect-
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 Bank Run Class A in accordance with Section
25-2.01 of the 148' APWA Standard Specifications.
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 lease and compacted to at least 9S percent
of the maximum dry density (as determined by the ASTM D-1557
compaction test procedure) .
Dewatering shall be performed in accordance with the recommenda-
tions of the soils report in Appendix hereto. The price of dewater-
ing shall be included in the price of the oid item for sewer pipe
and no additional payment shall be made.
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
ani 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 crushed rock or
quarry spalls not exceeding six inches or less than one-inch in
size 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
crushed rock or quarry Brills as recommended above at least 12
inches thick to protect foundation soils.
7-17.3( 1 ) B PIPF bEDDING (SUPPLEMENTAL SEI',IUN)
Pipe should 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.
Page 3
7-17.3(1) B PIPE BEDDING (SUPPLEMENTAL SECTION) , Continued
The 18-inch diameter pipe shall be bedded with pea gravel or ap-
proved equal. This should extend at least four inches below the
pipe and up to the springline of the pipe. Pea g-avel bedding
should meet the below recommended gradation limits:
U.S. Standard Percent Passing,
Sieve Si7.c by Dry Weight
3/8-Inch 100
1/4-Inch 30-100
No. 8 0-5
7-17,3(2)A SURVEY LINE AND GRADE (REPLACEMENT SFCTION)
Construction staking, as-built notes and drawings shall be provided
by the, Contractor's surveyor as provided in Section I -0t.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.
17.3(?)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 L.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 d ,'ve-
ways, and sidewalk. No tunneling under the curbs, gutters,
sidewalks or driveways will be allowed.
7-17,5 PAYMENT (SUPPLEMENTAL C5CTION)
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 in 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.
Pape 4
7-11.6 AUGERED OR BORED CASING AT B/N RAILROAD (NEW=N�
At the locations shown on the Plans, a sewer pipe crossing of the
Burlington Northern Railroad trackage shall be made driving, or augering a steel casingpeneath the surtace. No
ufficient by lacking,
pie b open excavation shall be allowed. Diameter of casing pipe shall be
s to allow installation of the utili�y pine end 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 into the casing pipe.
be either puehed or pulled
Shims or skids shall be uses to protect the pipe and place it in
Position. The sewer pipe shall be adjusted to Line and grade, and
shall be permanently anchored or blocked in position. Sand shall
be placed in the casing pipe so that all voids will be filled.
Care shall be used to completely fill all voids and to Pr vent
floatation or dlsplacemeic of the pipe. A seal or plug to retain
the sand sha L :)e installed at each end.
The requirements of the Railroad as contained in the Construction
Permit or as issued by oral instructions of the authorized repre-
sentative of the Railroad shall be followed by the Con,.ractor.
7-17.7 METRC TAP; CONNECTION TO METRO (YEW SECTION)
The Metro Tap shall comply with details shown on the Plans. In
iddition, 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 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 he 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 and use
of a Kor-N-Seal Boot as distributed by P.I.P.E., Inc. , 4601
South Orchard, Tacoma, Washington 98409. (20f' "13-7772.
o) The -onnection shall be plugged 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 iNEW SECTIONI
All existing, sewers in the project area are in active use and,
therefore, in performing the work included in the Contract, the
Contractot shall make adequate provision for maintaining the existing
flow, diverting the flow or storing the flow for later release.
Work invclved 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 consrruc�ion debris shall not
be allowed in the sewer system.
3) Wastewater flows shall not be impeded or stored so that it will
create a problem upstream.
4) The Contractor shall prepare a step-bv stomp plan and time
schedule for completing this �tion of the work. The plan
and schedule will be subject L City approval.
7-19.9 SALVAGE (NEW SECTION
Where shown on the Plans existing manholes, Lift Station No. 8 and
short footages of existing pipe shall be demolished and removed.
Manhole lids and frames shall be salvaged. At Lift Station No. 8,
in addition to manhole lid and frame, the following items shall be
salvaged: Pump, piping and valves; float switch; electrical acces-
sories ; circuit breaker and service switch; meter stand and protec-
tive electrical boxes. The Contractor shall notify Puget Power to
discontinue service and shall turn the meter and accessories over
to Puget Power.
All materials width are designated to be salvaged shall be carefully
removed from service, shall be surface cleaned and shall be delivered
to and unloaded at a designated Location at the City Shops. Once
salvaged materials are removed from service, it shall be the
Contractor's responsibility to protect them from damage or loss
until delivt�ed to City custody.
Backfili and surface restoration after removal of mannolee shall
conform to details shown on the Plans. Gravel Borrow for backfill
shall be placed in lifts not exceeding, 8" and shall be compacted to
95% density .per ASTM D-1557. Broken concrete or rubble shall not
be included in the backfill unless the pieces are crushed so that
the maximum dimension of any piece is not more than 4".
Abandoned manhole base sections shall be drilled or broken before
backfilling to allow drainage.
Pape o
7-19. 10 REPLACLAENT of CURB a1DEWALK, LANE MARKERS AND PAVEMENT
MARKING N .W EC ON1
Where sewer construction affects or damages curbs, sidewalks, lane
markers and pavement marking, the repair or replacement work shall
conform to the applicable provisions in APWA 1984 as follows
Cemcnt Concrete Curb B-05
F1 ,stic Traffic Buttons 8-08
Cement Concrete Sidewalks 8-14
Pavement Markine B-22
Traffic control, detours, barricades, temporary markings and safety
shall c,ntorm to provisions of 1-07.23
� r
Converse Consultan's NW
�.rkl a^e 4v e�ce
(�r,land, ed5^;ng tCr :p�:3
A•tentior: Mr. :ara'_ °. 'W111'amS
_-c,ect: REPORT ON uEOTECHNIU L INVESTIrATION
o-,00sea ndtt UCK Avenue Interceptor
Renton, wasrirgtan
This reliort sumnar,tes the results of our I %ited geotechrical investi-
gat•on for the proposed $ndttJCx Avenue Interceptor Sewer in Renton,
'Washington. We described our planned scone of services in our modified
proposal dated duly 11, 1986, and received authorization to proceed on
vu;y 14, Ig86. The purpose of our work was to obtain and review exist-
ing subsurface information, evaluate subsurface soil and groundwater
c. ^ditions, develop geotechnical recommendations to aid in the design of
the project, and recommend further investigation if necessary.
We understand the proposed project will consist of a new 18-inch diam-
eter ductile iron or PVC pipe beneath Shattuck Avenue extending about
16CO 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
erc the new pipeline will tap into the existing 108-inch diameter METRO
Eastside Interceptor which has an invert at a depth oC approximately 25
feet below South Seventh Street. The pipeline will cross under the
Burlington Northern railroad embankment (at Hauser day) in a 36-inch
diameter jack., steel casing.
Gonna Comm"anls MW
,i F�iion A+enw
S na 550
Sea me Washington 98,21
T a<onane 206 205 5200
A Woolly ow-"Suba.a.ary umuv
FIELD EXPLORATIONS
'"e Meld explorer ons carsisted Of o^e bcring o r'ied t, a decth c' ac-
: axi mately 25 feet on September 11, 19%. Bo-ng 8-'. was located
aporoximattiy on the alignment centerline and bout 10 feet east of the
Pavement edge, as show+ on Drawing 1. Drilling Was accomplished using a
t^jc,-"unted Mcb,le B-80 drill rig using 3-' 8•*ncn +^side diameter
,:.3.; hallow Stan, auger, Sables were obtained at selected depth I-.
ten als in tC on with the Standard Penetration Test. Drilling
Operations were deserved by one of our field engineers who Class•fied
.r•i samoles arc 'cg;.ed saos.r'ace cJ^c,tie^s.
At the COmPleti On J' dr•lling, an Observation well was installed to
Pe-Pnit future mon•tbring of groundwater ievels, the observation well
!nstailatiOn Consisted of a One-'COt :Ong, Slotted PY_ tic +.laced at the
bottom of the hole and a 3/4-inch diameter PVC riser Floe extending to
the ground Surface. A cast iron monrment cover was installed to protect
scrvat'.on
INFORMATION REVIEW
NO. zonducted a search for available soils into-oration in the area of the
proposed sewer alignment. We reviewed a soils report entitled "Final
Soils Report, Eastside interceptor, Section 1, R20111, Renton, Washing-
ton", dated May 12, 1961. in addition, we reviewed as-built drawings of
the METRO Eastside Interceptor, that is located beneath South Sevento
Street at the south end of the proposed alignment. Information from
selected boring logs found in these references were considered in our
analysis. The approximate locations of these borings are shown on Draw-
ing 1. The boring logs are enclosed at the end of this report. We were
unable to locate any additional soils information In the vicinit, , al-
though attempts were made through Several sources.
CN11IN CJh.ullanlf Nw
SUBSURFACE CONDITIONS
Conditions encountered in boring B-1 generally consisted of recent
alluvial deposits underlying approximately 1-1/2 feet of gravelly sand
road fill. The alluvial deposits consisted of an interlayered sequence
of sand, silt and silty sand with occasional organic silt laminations
and gravel layers. The soils were generally very loose t0 loose or very � •
soft to firm. A summary log of boring 8-1 is presented as Drawinc ?.
The groundwater level was measured at the time df our exploration
Sept,-ber 11. 198o1 and one week of ter do l l ing was completed (Septem-
ber 18, 1986) In the observation well , The groundwater level on both
dates was approximately 9 feet below the ground surface or at about
elevation 1S-112.
The boring logs from the METRO Eastside .MterCeptor report showed a
general alluvial sequence similar to that found in the boring drilled as
part of this investigation. The groundwater level ineicated for tr-
nearest boring drilled by others (B-81 was approximately elevation 20,
on September 9, 1960, which is several feet higher than the groundwater
level measured on September 18. 1986.
DISCUSSION AND RECONNENDATIONS
General
The proposed project appears feasiole 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.
con.rw cenwn•nn N W
Dewater.ng
The groundwater level at the time of our explorations was at a depth
of about nine feet below the ground surface (approximately elevation
15-1/2) and was reportedly at elevation 20 in 1960 In the vicinity of
the southern terminus of the project. Excavation will reportedly extend
as deep as approximately ten feet below the ground surface along the
majority 1`0 the alignment. The connection to the METRO 'Interceptor will
oe approximately 17 feet below the ground sur*ace. The water-bearing
sand, silty sand, and gravel zones at invert levels are relatively
permeable. In our opinion, dewatering by means of sumps will not be
adequate. We recommend that dewatering wells be installed prior to
starting excavation. The dewatering system should be designed and In-
stalled such that groundwater levels are lowered to at least two feet
below the maximum anticipated depth of excavation (including at least
ore foot of overexcavation and replacement). Portions of the soil
profile are relatively impermeable (sllt) , and it is possible that the
dewatering wells will extend into more permeable layers (sand or grav-
el). We recommend that the well casing he slotted and backfiiled with
gravel through the entire length to intercept all contributing soil
zones. Dewatering may induce some surface subsidence in the vicinity of
the well ; therefore, wells should be located away from structures that
could be damaged by settlement. If signs of damaging settlement devel-
op, a groundwater recharging system may be necessary. Detailed assess-
ment 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 generally 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.
' Comm.C...ull.m.ww
� r
F ourd at- O,Is
ExpOSed foundation Soils are expected to consist Of very loose Silty
sard and soft silt. Even if the groundwater level is lowered as re,om-
mended, foundation soil will most likely be wet, and will easily be
disturbed by construction activities. We therefore recommend that exca-
vation be performed with a smooth-bladed bucket, that foot traffic on
foundation soils be min'miced, and that the trench be Overexcavated at
least 1: inches and bac kfilled with crushed rock or quarry spalls not
exceeding six inches or less than one Inch in size to provide a stable
working surface and to protect foundation soils. Where peat or organic
soils are exposed at the base of the trench, this overexcavatlon Should
be at least 24 inches deep.
We recommend that manholes be provided with a layer of crusned rock or
quarry spalls as recemmendec aocve at least 12 inches thick to protect
foundation sails. For the recommended means of support, a design bear-
ing capacity of 1,000 pounds Per square foot (Ps ) is recommended for
manhole design. The silts are relatively compressible; we estimate that
net increase in vertical load Uelow manholes could cause settlements on
the order of 1/2 inch for manholes, and approximately one inch along the
trench.
Beddi n%
The 18-inch diameter pipe may be bedded with pea gravel . This should
extend at least four inches below the pipe and up to the springline of
the pipe. Pea gravel bedding should meet the below recommended grada-
tion limits:
U.S. Standard Percent Passing,
Sieve Size _bX Dry Weight
3/8 inch 100
1/4 inch 30 - 100
No. 8 0 - 5
wnwn�Con1u14nlr NW
Back I11
SOUS excavated from the trench are expected to be wet and fine_gra i red,
and are not considered SUltabie for reuse as backtill in areas where
subsequent settlement Of the trench backtill is ob;ectionable (suth as
under streetsl. Therefore, It Is recommended that trencn spoils be
hauled from the Site and be wasted and that backtill material be bank
run Class A Ir accordance with Section 25.2,3; Of the 1985 APWA Standard
suecificat!oh$.
;nitial backtill should be tarried alcrg tre sides and under the haunt^es
,'f the pipe and should extend at least six inches over tFe top of the
Pipe. The fill should be placed in thin lifts 'approximately elgnt
inches or less) and compacted to at least 95 Per'cegt Of the maximum dry
density (as determined by the ASTM 8-155'. compaction ,est procedure).
It is recommended that backtill adjacent to manholes consist Of bank run
class A material as riscdmmended above in order to facilitate placement
and c;xnpaction in a closely confined space. The fill should be com-
pacted similarly to subsequent backtill for pipes. It should be brought
' up evenly around the manhole so that unbalanced lateral earth pressures
d0 not develop.
Earth Pressures
' For bedoir: and backfill placed as described ab —, we recommend that
' the pipe br designed for vertical Soil loads equal to or greater than
those presented on Figure 1. The values shown on Figure 1 are based an
vertical trench walls with a trench width of 3-1/2 feet, and moist unit
f weight Of "Clifill of 130 pounds per cubic foot (pcf); no safety factor
■ has been applied to the calculated backflll loads. Figure 1 also indi-
' cotes loads on the jacked crossing, assuming a moist unit weight of
natural soil of 115 ptf. A modulus of soil reaction (E') of 400 pounds
• per sduare inch is recommended for flexible pipe design. Figure 2 may
be used to estimate additional traffic surcharge loads,
M
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501c LOAD ON PIPES
SHATTUCK AVENUE INTERCEPTOR SEWER
Renton, Washington 86-35210
for Williams, Roth and Associates
�w,wnrx�+xw.nM IqM ws
Converse Consultants NW
._ k 20--T4t r.. iC.� D,-gr,—
0.6 0,8 1.0
VERTIC 4L PRE=SURE A7 TCP OF OlPE - kIPS/ SQUARE FOOT
1.) For traffic load: muitialy curve wIue by pipe C.D. in feet.
2.1 Curve is corrected for following volues:
Death in feet Impact factor
1 30's
2 20%
10%
4 or more 0%
3 3,) Backfill Reds must be added to traffic load.
$ TRA P
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SNATTL,.• ..,.. no
wenton. 'warning wn 86-35210
for Williams, Roth and Associates _
Converse Consultants NW 2
Manholes should be designed to withstand lawal pressures as would be
exerted by a fluid ha�ing an equivalent density of 95 pounds per cubic
'cot (pcfl. 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 crossirg.
Uplift
We have estimated uplitt potential assumi.n, ^anholes will to five feet
O.D. ty four feet I.D. with a six-inch lei:• floor. Based on this as-
sumption, it appears there may be a potential. for buoyancy due tr high
groundwater levels. The design engineer srould evaluate uplift poten-
tial based cn actual manhole 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 provided with an exterior
flange so that overlying soil resists uplift. For granular backfill , as
discus°.ed above, a buoyant unit weight of 65 pcf is recommended for
design purposes. Only soil directly above the flange should be con-
sidered.
Uplift of the pipe may be resisted by a column of granular backfill
having a buoyant unit weight of 65 pcf except along the jacked crossing.
For uplift resistance for the jacxed crossirg, a buoyant unit weight of
50 pcf is recommended.
d anr.n•ccn•Wiu.m,ww
• -8- •
The Conclusions ano recommendations summarized to this report were pre-
pared in accordance with generally accepted professional engineering
principles and practices. There Ss 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 CONSU '-ANNTS NW
Susan U
Geotechnic/aall/Engineer'7
Dean E. Ryden .�,.
Principal Engineer
SJP2/DER/kpp
Conroy C.n.W nb NW
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• Lo..u.• of e.n•a by N.n•o.mm Ens+..•r• +9e1 SITE AND EXPLORATION PLAN
SHATTUCK AVENUE INTERCEPTOR SEWER — NOTED
Renton. Washington �iEPT 10e8 88-35210
0 100 200 for Williams. Roth and Assocrates tom±it JM s
•I SCALE IN FEET ^ ,.,..� .^.,
I' . 10A' Converse Consultants " �^ DER
s
°.•.°+...� •• �' SUMMARY. BORING NO. 3-1
0 d O ♦ � o .d. ° MSCA.fo„ a•waw YiN�bN cD.,sHt,.c.
N-"'Road ri i ' ` r w , Sw 71st mM'
3 ( fine to coarse idense
a lA 3 15I1.17; 9-ay, trace to sane sandfine SM very � ve"
5 Isand, interbeddea with silty , Mlst MIoos*y tom
brown to gray, fine, trace organicsi I I ` loosk, L i
1 2 occasional organic silt laminations
J 2Aj� I Viand rust staining in upper 5'
10 =
l 12 - 1' gravel , fine, gray-black, 'w�• =r--
'3A 16 I little fine to coarse sand
ii
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4a 2
20 i a
wet I i r
very ' firm
5A 2 I I moist -
Bottom of boring a;. depth 25' {.
� Piezometer installed to depth 25' , L
1 with 2' hydrotip at bottom, backfili If
with sand and cuttings to
installed mocumeet at surface.
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Renton, Washington 86-35210
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6`SIDE SEWER AND BUILDING SEWER
PLAN
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CONCRETE BLOCKING
ANGLE OF TEE AT MAIN OVER 25'
ELEVATION
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TYPICAL SIDE SEWER
ELEVATION
SIDE SEWER INSTALLATION
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SEWER STANDARD DETAIL
CITY OF RENTON
'EPARTMENT OF oUBLIC WORKS — u.nweea Ewa•
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PLAN _ sLWX.,.,«Y4 CLEANUUT
DROP STRUCTURE
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SAFETY STEP LADDER
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SHORT MANHOLE
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p(NCY[TE ENCASEMENT
STANDARD MANHOLE
MINIMUM 4'-0" DEEP "'"""" PIPE BEDDING CLASSEF
[M r oCilon'IA''2'5 S
SEWER STANDARD DETAIL
CITY OF RENTON
"c, n .CNI DEPARTMENT OF PUBLIC WORKS
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
i.E19 IH OF 6" P 1_ pF IT, )
)
0 50 100 151 200 250 300 350 400
!-� 0 0 20 40 59 79 99
119
50 35 55 75 95 114 134 1 154 134 11
58
1 78
a. 100 70 90
110 130 150 169 187 186 86 l846q
150 106 125 145 165 185 195
193 191 189
cC 200 141 161 180 200 202 199 197 195 193
ur 250 176 196 214 209
300 211 220 205 202 200 I98 196
115 211 208 205 202 200 196
350 227 '21 217 213 210 207 205 202 201
<00 227 222 218 214 211 209 206 204 202
LENGTH OF f" PIPF (FT, )
0 50 100 150 200 250 300 350 400
LL 0 0 20 40 59 79 99 I19 139 158
50 55 75 95 1.14 134 154 17q
a 100 IN 130 _ 192 9
150 169 189 109 210 207 203
a 150 165 185
= 205 224 133 217 222 217 214
200 220 Z40 257 248 141 235 230 ZZ5 222
LL 250 275 271 261 253 247 241 236 232 228
= 300 283 273 264
257 251 246 741 237 233
V 350 283 274 267
z 260 254 749 245 241 � 237
w-1 400 283 275 269 263 257 252 248 244 241
PROCEpUgF;
4 pressure of 3.5 P.S.I. is attained and left for the required seconds
from the proper Table. The maximum drop in pressure is 1 P.S.I. fo,
the required time.
AIR TEST TABLE ( -ow PRi:SSURE) DATE
SHEET 50
6 + CITY OF RENTON low
DEPARTMENT OF PUBLIC WORKS
FRAME AWD GRRT ri
SEE DETAILM84
G"R5GR 5CGT IUr,1
U5ED F62 SWU A4JUSTMEN75 7
UeCD2XAX PoFO OL ID BRICK GIW ' qd
UBtD R RNAL AQAbTN4ME1JT
7C A"MW UM L1PT qF(o".
I 'RISER S rTid, �
s•
PRECAS' 845E SECTIQA �2v
A WAY 16 KNOC DJrwi
PIPE SIZE AND PIPE E Q*JCE
AWGLE TJ BE L1MfTED BY KNOCKOUTS
a
NWIMUM PIPC 12"DIAV f R
�- DATE
l CATCH BASIN-TYPE FA IIieS
SHEET 56
d + CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
NON•LOCKING (OLYMPIC FCw)NDWJOWWCR COU4L)
A FT
I I �•1 ��O
N 1
i
i-- I''IOIh' -__-_ i 1 �Ni� f` �• 24'� rl�lY"
2'-0'
'-OVA
2 aaeu4((DUCTILE 20ty)
2'-9 4'
FRAME GATE TO DE LOCKED DOWN
I\ fib"fMAINLE55 5TEEL 5OCKET
(OLY. FDV.#&,AGOOtT0(2 l_(,1UAL) NG I\ LEAD CAP 5LREV S
—W iYt•A W n Ijl.
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A I IW A C O D G roPaN•
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I'-I0'/2' I ice-- 24-1 .4 - 4
GRATE(OUSLE01Q) 5EC 5-f5
-01/4' BAURM L
W E4R-.i 44. 4 4.
2' 56h" y
C '/Z Jh.
FRAMC � Ira
r—ar 1/e°
lyd-
v I YA., ALL TYPE II CATCW 5VAK5 REQUIRE
IV. L0C*A6-PE FRAME tuRRTE.
jEC. A-A
CCATCH BASIN FRAME DATE II /85
a GRATE DETAILS SHEET 84
Ce CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
R/W
I
i
- --_ -- - __-- �-' CAP
EX.-ST, SIDE SEWER
EXIST. SAN SEWER EX,.,T 6 SEWER STUB
(REMOVE) 7 (REMOvE TO Riw!
r — 6'.X 4 'REDUCER
5 WYE
1/8 OR 1/16 8EN0
AS REOUIRED
PROPOSED 6"SEWER STUB
MAIN RUN SIZE X 9"TEE
PROPOSED SEWER MAIN
TYPICAL STUB CONNECTION
nary
TYPICAL STUB CONNECTION DATE 1
SHEET 101
CITY OF R[NTON
DEPARTMENT OF PUBLIC WORKS
Final Joint must—
be saw-cut
Saw-Cut or line drill 1-2" min. Asphalt
Existing Asphalt underlying concrete Concrete
Concrete
Existing- v, .
Cement Concrete �64 + " min. Cement Concrete
6" min. Crushed Surfacing
Conc, shall be Cl, A (3/4) - Top Course
Portland Cem. Conc. Con-
forming to Sect. 6-02.3. Compacted Select Trench
Backfill
EXISTING ASPHALT CONCRETE OVER CEMENT r,ONCRE TE
Final Joint i'•Asphalt Concrete (3" min. )
must Le saw-cut replacement patch to be
-thicker-than previously
-'- - " - _ J - -- -- existed.
Existing Asphalt.,, 6" Min. Crushed Surfacing
Concrete Top Course
Compacted Select Trench
Backfill
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
Final Joint must Cement Concrete (8" Min. ) Replace-
be saw-cut ment patch to be 1" thicker than
previously existed.
Existing Cement
Concrete Pavement 6" Min. Crushed Surfacing
Top Course
Conc. Shall be Cl. A (3/4)- Compacted Select Trench
Portland Cem. Conc. Conforming Backfill
to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE
1. See Sections 7-18 and 2-09 for Parching and Backfllling Specifications.
2. All trenches in roadway areas shall be backfilled and patched with
temporary asphalt at the end of each work day, unless permission is granted
to do otherwise by the City Engineer and City Traffic Engineer.
3. All temporary patches on trenches shall be permanently patched within 2
weeks of completion of work within the roadway area.
4. Saw cuts on concrete pavements shall be made no more than one-half the depth
of the existing slab.
PAVEMENT PATCHING DETAILS DATE 11-85
�- SHEET 35
ENDING
OF FILE
RLE TITLE-5
p , se Lt
R tl 0/)