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¢408'OFF C
BOTH WAYS
INSERT 'POLYPIG" IN NEW LINE
AND 412�-CAP
EXISTING 12' DI NEW 12" DI WATER MAIN
WATER MAIN R PLUG TEMPORARY BLOLOW -O FF
TESTING DETAIL --
AFTER ALL TESTING AND DISINFECTION
REMOVE TEMPORARY CAPS, CONNECT WITH
12" DIA- SLEEVE AND SPOOLS AND SHACKLE
TO DEAD-MAN BLOCK.
FlNAL CONNECTION
CONNECTION 'DETAILS
SCALE: 3/8' =1' -0'
j Z I -TvvO -27 -2707
PLAN
PLACE CONCRETE AGAINST
UNDISTURBED EARTH, TYP, ON
BEARING SIDE
O
N
5 -3/4" SHACKLE RODS, TYP
SYMETRICALLY AROUND PIPE
icT tY rn WATM UAIM
8 " -90' BEND (MJxFL)
8" BLIND FLANGE NTH 8'
DRILLED TAP ,Y 8" PLUG
8' -GATE VALVE (FLxFL)
c I I
EXISTING GROUND a I I
I I I
I i
I i
I i
8' DI SPOOL (PExPE)
I I I 4-3/4" SHACKLE RODS
! n 6 -3/4' SHACKLE RODS
-- ,- ----------_-----_--
EXISTING 12" DI I. -
WATER MAIN 12'x8" TEE (MJxMJ) WITH 8" PLUG (MJ)
�12' GATE VALVE (MJxMJ) TO BE INSTALLED AFTER BY-PASS LINE
CONCRETE DEAD -MAN BLOCK IS COMPLETED
TEMPORARY STANDPIPE FOR BYPASS WATER LINE
SCALE: 318' =1' -0'
IE) —3' COVER
TYP BOX CULVERT
THE NUMBER OF 6 -3/4' SHACKLE TIE RODS
SHOWN ON THIS SHEET DEFINES ROD
PLACEMENT CONCEPT ONLY. SEE ABOVE
NOTE FOR NUMBER AND SIZE OF RODS
REQUIRED
L
/408' O.C. EACH WAY
— —
S' MIN
EACH FACE
NOTE'
SECTION
CURE CONCRETE MIN 7 DAYS
DEADMAN BLOCK
PRIOR TO PRESSURE TESTING MAIN.
NO SCALE
2" AIR RELEASE VALVE PER CITY DETAIL 8095.
2" AIR RELEASE VALVE AND VALVE BOX
DETAIL t
NO SCALE C -3
GRAPHIC SCALE:
1 0 1 2 3 4 5 6 7
I�i�l I I I I I I I
3/8" = 1' -0'
°S "GIST CALL 48 HOURS
h Few w
BEFORE YOU DIG
.o ,21' 1- 800 - 424 -5&%
L
° f2 -_- 0- 12710170
CD ` 7 7 ".r SCANNED IVIA4 3 0 2000