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STEEL CASING -7
SEE NOTE N0. 2
LENGTH OF CASING AS SHOWN ON
PLANS . CASING JOINTS SHALL BE BUT
WELDED OR LAP WELDED.
5EXIST. STRUCTURE 5'
CLEAR
/,/q 7'
//7'
Go20'
3'
i
STRAPPING OR
I
STEEL CASING -7
SEE NOTE N0. 2
LENGTH OF CASING AS SHOWN ON
PLANS . CASING JOINTS SHALL BE BUT
WELDED OR LAP WELDED.
5EXIST. STRUCTURE 5'
CLEAR
SEE PLANS
CLEAR
3'
i
STRAPPING OR
I
SOFT WIRE
I
MI
COV
R
—SACKING TO HOLD
SAND BACKFILL
r --PACKED SAND BOTH ENDS
OF CAS I NG (A FTE R PRESSURE
TEST a APPROVAL BY
DISTRICT INSPECTORS.)
EE NOTE NO. I
/Z\—OPENING FOR DRAINAGE
35• Z36"REDWOOD OR WOLMANIZED (BOTH ENDS)
REDWOOD SKIDS DOUGLAS FIR SKIDS. NOTCH FOR
STRAPPING , ROUND ENDS , EIGHT
NOTES TO EACH SECTION OF PIPE.
I. THE ENDS OF THE CASING SHALL BE SUITABLY PROTECTED AGAINST THE
ENTRANCE OF FOREIGN MATTER WHICH MIGHT PREVENT READY REMOVAL OF
CARRIER PIPE.
2. FOR 16 -INCH PIPE USS 30 -INCH I. D . STEEL CASING WITH 1/4" THICKNESS OF
CASING WALL AND 4 X 4.'SKIDS.
STEEL ENCASEMENT DETAIL
W
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EX /ST WA TER � IAI
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EX/ST. 2/" SEWER
EX/ST 6 NA C•P. WA76/?
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EX/S i G"4!q P.
PROPOSE�) //.7-- /O':STL.
C. L. AND C: /O GA r P.
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C. L. AND C. /O GA. PIPE
LEGEND
PROPOSED WATER MAIN
PROPOSED. STORM DRAIN =so—=
PROPOSED SEWER —s—
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