HomeMy WebLinkAboutS-330201EXISTING I
ABANDONS
8" C.P. S
EXISTING
WATER MA
EXISTING I
SS MAIN
EXISTING I
CITY DRAM
IE =32.62
SAWCUT TI
EXISTING I
NECESSW
FOR PROP
CROSSING
IE 8" SD
TOP 6" Wi
CONNECT
1- 12`x6"
1 -6" GATE
1-4" 99
1 " THRUST
GATE VALV
4" COMPO
SERVICE I
SEE DETM
CONNECT 1
1- 12 "x4"
1- GATE
CROSSING
IE 8" SD
TOP 4" WI
CROSSING
IE 8" SD .
TOP 1" 0
APPROXW
PATCH AN[
LIMITS
APPROXIMN
PATCH AND
LIMITS
EXISTING 6'
CITY DRAWII
IE =32.05
FIRE DEPAR
CONNECTK*
WATER ENLARGEMENT PLAN
SCALE: 1 " 10'
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
�ftam a 6w"/, Date �� o
Date
Date
10' 0' 10' 20'
SCALE: 1 " = 10'
NORTH
N;XPIRES JANUARY 10, 2007 NO.
REVISION
STALL NEW CLEANOUT
FORCEMAIN CONNECTION
E DETAIL 6/C2.3
= 33.34 t
ELD VERIFY)
DEGREE BEND
tfHRUST BLOCK
M PVC CL 200 FORCE MAIN
SANITARY SEWER
IMP STATION (UNDER SEPARATE PERMIT)
FIRE LINE
DETECTOR CHECK VALVE ASSEMBLY TO BE INSTALLED
WATER VALVE ROOM. SEE ARCHITECTURAL FOR ROOM
CATION. FIRE SPRINKLER DESIGNER SHALL SUBMIT
TAILED DESIGN DRAWINGS OF SPRINKLER SYSTEM FOR
VIEW & APPROVAL BY RENTON FIRE DEPT. WITH PLAN
0 PROFILE VIEWS OF ALL PIPELINES FROM THE CITY'S
JB TO DDCVA INCLUDING PIPE PENETRATION THROUGH
FOR SLAB, ALL BENDS & BLOCKING THRUST RESTRAINT.
)UCH -READ" METER SENSOR PLATE SHALL BE MOUNTED
THE OUTSIDE WALL OF BUILDING. SEE DETAIL 1/C4.1.
DOMESTIC LINE
ew�I�rlrR uou dt,E
ECK VALVE ASSEMBLY TO BE INSTALLED IN WATER
LVE ROOM. SEE ARCHITECTURAL FOR ROOM LOCATION.
)EJECT TO REVIEW & APPROVAL BY CITY). SEE DETAIL
C4.1.
E DESIGN /BUILD MECHANICAL PLANS
R CONTINUATION INSIDE OF BUILDING
JBJECT TO REVIEW do APPROVAL BY CITY)
4" 90' BEND (MJxMJ)
THRUST BLOCK
NCUT THROUGH THE
STING ABANDONED
TER MAIN AS
CESSARY PER CITY
MREMENTS FOR
DPOSED WATER
NNECTION
IRRIGATION METER (BY
0 AND 1" WATER
MCE
IRRIGATION DG.VA
:KFLOW ASSEMBLY
SANITARY SEWER CLEANOUT
IE =32.8 f (FIELD VERIFY)
PER CITY RECORDS
NOTE: SEE CITY RECORDS
FOR ADDITIONAL EXISTING
SIDE SEWER STUBS TO
THE NORTH IF NEEDED.
5 LF 6" PVC SDR -35 ® S= 0.0200 FT /FT
IE =32.9 t (VERIFY)
NOTE: BOTTOM ELEVATION OF
POST TENSION SLAB
IN PARKING GARAGE =38.67
SEE DESIGN /BUILD
MECHANICAL PLANS FOR
CONTINUATION
INSIDE OF BUILDING
EXISTING
FIRE HYDRANT
EXISTING
12" WATER LINE
SEE "WATER
ENLARGEMENT PLAN"
THIS SHEET
FDC
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60' R
SANITARY SEWER AND WATER PLAN
SCALE: 1 " = 20'
WAS:
AS SHO"
AT flAl 9CALF
FNXOWPC"
MIKE A000FARMY
IIOI MRAL IMO 190/1N1
oe:
DATUM
ROLL 20.2 FR485
W W �� CITY OF
REN TON
Planning /Building /Public Works Dept.
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 424 -5555
UTILITIES UNDERGROUND LOCATION CENTER
THE BURIED UTILITIES ON THIS PROJECT ARE SHOWN IN
THEIR APPROXIMATE LOCATION WHERE KNOWN. OTHER
EXISTING BURIED UTILITIES MAY NOT BE SHOWN ON
THESE PLANS. THE CONTRACTOR SHALL CONTACT ALL
UTILITY COMPANIES AND HAVE THEIR LOCATION MARKED
ON THE GROUND PRIOR TO CONSTRUCTION. THE
CONTRACTOR WILL PROTECT, OR IMMEDIATELY REPAIR,
ANY DAMAGED UTILITY "DISCOVERED" ON THIS PROJECT
WITHOUT ADDITIONAL COSTS.
VERTICAL DATUM
NAVD 88
CITY OF RETENTION BENCHMARK #1939
TOP OF LEAD & TACK SET IN CONIC. MON.
INT. OF WILLIAMS AVE. AND RIVERSIDE DR.
ELEVATION = 37.345' (11.383 METERS)
re
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S89'07'3,
S- 33020/
rioRn -i
20' 0' 20' 40'
SCALE: 1 " = 20'
CHATEAU de VILLE, L.L.C.
4847 CALIFORNIA AVE S.W.
SEATTLE, WA 98116
SANITARY SEWER & WATER PLAN
SCAMn�O MAY 1 12006 �'� � w'' 3.To2o� QCs 33c�c►i�I
PW:
Mom Na
C3.1
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