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24- DI MAIN
8- PVC CONDUIT PIPE,
TERMINATE 6- PAST INTERIOR
WALL OF METER PIT, SEE
DETAILS THIS SHEET
HOSE BIB AND RAW WATER J
SAMPLE STATION
314- HDPE PIPE TO RAW
WATER SAMPLE STATION
6
- - -- METER PIT
m1.54NCH HDPE PIPE, RUN TO CHLORINE
BOOSTER PUMP
SATURATOR PIT
CHLORINE ROOM
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PLAN VIEW SPRINGBROOK
SPRINGS CHLORINE BUILDING
SODIUM FLUORIDE CHLORINE COLD
STORAGE I I STORAGE
CARPORT
-- - - - - - - - - - - -
CHLORINE BOOSTER PUMP
NON-SHRINK GROUT
PROFILE VIEW SPRINGBROOK
SPRINGS CHLORINE BUILDING
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
6 9't 9/25/13
RH2 ENGINEERING INC. DATE
N0.
REVISION
BY I DATE I APPR
LCRO55
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T.MALPHRUS
6" MIN. i J. ',1
COMPACT AROUND AND UNDER MAIN '
TO SPRINGLINE USING A MECHANICAL
HAND COMPACTOR. HOE PACK MAY�•�>'- .'..,'•.!._'�,
BE USED ABOVE SPRINGLINE.
PROVIDE FOUNDATION 12"
GRAVEL IF REQUIRED. MAX,
PIPE OD+ 18" MIN
PIPE OD + 24" MAX.
1/2"
a V'
1 -112" MAX.
1/2' MIN.
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SLUE ICIXWM0.
TYPE 2
FOR EXISTING WALLS AND FLOORS
SELECT BACKFILL OR NATIVE MATERIAL
SUBJECT TO ENGINEER APPROVAL,
COMPACTED IN 6" MAX. LIFTS PER WSDOT
STANDARD 2- 09.3(1)E TO 95% DENSITY UNDER
TRAVELED AREAS. 90% IN UNTRAVELED
AREAS, EMBANKMENTS AND DITCHES.
SAND BEDDING MATERIAL
PER WSDOT SPEC 9 -03.13,
COMPACTED TO 95% MDD
PER ASTM D1557
MINIMUM DEPTH OF BEDDING
UNDER ANY PORTION OF PIPE:
0" FOR STABLE SOIL
6" FOR ROCK EXCAVATION'
12" FOR CLAY, PEAT, OR OTHER
UNSUITABLE MATERIAL
TYPICAL TRENCH DETAIL
NOT TO SCALE
CORE DRILL HOLE THRU
EXISTING WALL OR SLAB
PROVIDE SEALANT AND
BACKING ROD OR TAPE
ON BOTH SIDES
PIPE PENETRATION DETAIL
CORE DRILL FOR 8" PVC
CONDUIT PIPE, SEE DETAIL
THIS SHEET
24" DI MI
W- 364802
CITY OF
RENTON
Planning /Building /Public Works Dept.
ANY ROCK OR GRANULAR MATERIAL
OVER 3" DIAMETER
1.5' HOPE PIPE
1.5' HDPE PIPE
8 -INCH PVC CONDUIT PIPE ,&
METER PIT - EAST WALL
NOT TO SCALE
SPRINGBROOK SPRINGS
PRIMARY DISINFECTION
DETAILS
ABOVE
3 MAIN
8/3/2012
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