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WILLIAMSBERG COND" OMINIUMS
SANITARY SEWER LIFT STATION DESIGN
- L►NCni AT S121sr.�a�
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SCALE 1n =20'
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10' -8 SDR 35 PVC O 2% MIN. _
EXIST. SAN. SEWER MANHOLE
RIM =78.33
IE =70.36 (8'PVC N)
E=70. 51 !�E'VC S
IE =70 -60 8'PVC W NEW)
ALL JOINTS AND FITTINGS SHALL /�
,-ALL RATED TO 150 PSt (ROL) W.
A GENERAL NOTES
1. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO
PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING
CONSTRUCTION WORK ON THIS PROJECT.
2. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE
CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, U.B.C- (1994 EDHION), AND
THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS.
3. A PREOONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE
REQUIRED PRIOR TO STARTING CONSTRUCTION.
4. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION, AND OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING
CONSTRUCTION. SOME OF THE INSPECTION WILL BE PERFORMED BY A
REPRESENTATIVE OF THE CITY OF RENTON, THE CONTRACTOR SHALL NOTIFY THE
REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY 13ACKFIWNG OF CONSTRUCTION.
5. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE UFT STATION OPERATION
UNTIL THE PROPOSED STATION IS ON -LINE AND ACCEPTED IN WRITING BY THE
CRY OF RENTON.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING SYS" NEEDED
TO KEEP THE EXCAVATION SITE DLWATERED. THE DEWATERING SYSTEM WILL BE
ACCORDING TO THE GUIDELINES OF THE 1994 WSDOT STANDARD SPECIFICATIONS
SECTION 1- 09.06. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING METHOD
OF STORNWATER2 REMOVAL AND CONTROL TO KEEP EXCAVATION PITS DRY.
NOTE
M ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY
KUSSMAY ASSOCIATES ARCHITECTS AND IS FOR SANITARY SEWER LIFT STATION DESIGN
ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB
STDPS, BUILDINGS, PARKING LOT ENTRIES /EXITS, PARKING STALLS,
WHEELCHAIR RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE
ARCHNECPS FULLY DIMENSIONED SITE PLAN. r—
Cab NOTES
EX6IM [JERRY LOWOW SIM& Ma MN AW APPIm70tt1E ONLY
before you It SHALL EE THE CGKUVCR LS RESPONS1111,TY TO TEE
FXACf VERIIGIL. AHb EIIFffiii WK LO(70NX1 OF ALL FXISEdG IRi7E4- _
Dig c;:awao JMMES PRIOR TO N10CM COI&I UCHOK No - - — - _
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WOEa RWW SERWM MQ
CALL E YOU E1� 1 -mo 4z4 S W. IEVWW BY APPN DAB arr ov
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MH #2 . . � SEWAGE�UFT
TYPE 2 -']2' WETWEI.I MANHOLE
t' RIM =71.50 y-/� a .TYPE 2 -84 - a
I.. IE 57.8$ (6'PVC p RIM - 370251
-. 1E 57.79; ��'PVC IE =54.50 (TPVC'S)�
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- L►NCni AT S121sr.�a�
0
0 10 211
SCALE 1n =20'
I
E
10' -8 SDR 35 PVC O 2% MIN. _
EXIST. SAN. SEWER MANHOLE
RIM =78.33
IE =70.36 (8'PVC N)
E=70. 51 !�E'VC S
IE =70 -60 8'PVC W NEW)
ALL JOINTS AND FITTINGS SHALL /�
,-ALL RATED TO 150 PSt (ROL) W.
A GENERAL NOTES
1. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO
PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING
CONSTRUCTION WORK ON THIS PROJECT.
2. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE
CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, U.B.C- (1994 EDHION), AND
THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS.
3. A PREOONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE
REQUIRED PRIOR TO STARTING CONSTRUCTION.
4. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION, AND OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING
CONSTRUCTION. SOME OF THE INSPECTION WILL BE PERFORMED BY A
REPRESENTATIVE OF THE CITY OF RENTON, THE CONTRACTOR SHALL NOTIFY THE
REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY 13ACKFIWNG OF CONSTRUCTION.
5. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE UFT STATION OPERATION
UNTIL THE PROPOSED STATION IS ON -LINE AND ACCEPTED IN WRITING BY THE
CRY OF RENTON.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING SYS" NEEDED
TO KEEP THE EXCAVATION SITE DLWATERED. THE DEWATERING SYSTEM WILL BE
ACCORDING TO THE GUIDELINES OF THE 1994 WSDOT STANDARD SPECIFICATIONS
SECTION 1- 09.06. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING METHOD
OF STORNWATER2 REMOVAL AND CONTROL TO KEEP EXCAVATION PITS DRY.
NOTE
M ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY
KUSSMAY ASSOCIATES ARCHITECTS AND IS FOR SANITARY SEWER LIFT STATION DESIGN
ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB
STDPS, BUILDINGS, PARKING LOT ENTRIES /EXITS, PARKING STALLS,
WHEELCHAIR RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE
ARCHNECPS FULLY DIMENSIONED SITE PLAN. r—
Cab NOTES
EX6IM [JERRY LOWOW SIM& Ma MN AW APPIm70tt1E ONLY
before you It SHALL EE THE CGKUVCR LS RESPONS1111,TY TO TEE
FXACf VERIIGIL. AHb EIIFffiii WK LO(70NX1 OF ALL FXISEdG IRi7E4- _
Dig c;:awao JMMES PRIOR TO N10CM COI&I UCHOK No - - — - _
!F/IiX1N 6 WLIE lEfA7 ALL F7451@G IJEIIiiFS A( Si01R1 / :3, LIZ MiEW THE 06BU A ZII NO UE@JIIS 1- 800 - 424 -5555 W' 37OM ON UDUUES t1 F S W „ Trm PROPER LOCA �L REVISED PER CITY OF RENTON REVIEW ST 3/25/98
WOEa RWW SERWM MQ
CALL E YOU E1� 1 -mo 4z4 S W. IEVWW BY APPN DAB arr ov
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CITY OF RENTON
[DEPARTMENT OF PUBLIC WORKS
ST _ -__
DP
DATE 3/16/98
FLENO.
97 -144
ST SCALE 1' =20'
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FHDBOOK
PAGE
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