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(Y') REMpV 1E 12" SE :° 59L369 60.27 . , . NOTE." ... ......... ...... .
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ER u THE EXISTING 8' CONCRETE SEWER MAIN DO
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TO THE DlAh1ETER OF THE PIPE- BURSTING HEAD
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/Ty E WAS INSTALLED FROM THE EXISTING - IE 10" SW = 32.9 (EXISTING) _
o `o DOWNSTREAM SEWER MANHOLE PAST THE 1E 12" NW = X3-3.-70- 33.65
`?394,r o EX/S/TING 6" GAS MAIN VIA OPENCUT TO
7? • PREVENT DAMAGE TO THE GAS MAIN.
..... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �S . .
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TRANSITION COUPLING 12 "HDPE TO 12 "PVC
30: 30 .
................................................................................................................................................................................................................................................. ...............................
AS -BUILT DECEMBER 12, 2012 S=36 151 Z
AS -BUILT INFORMATION PROVIDED BY
RAM SURVEYING & MAPPING, LLC
SIDE SEWER CONNECTIONS ARE
so"mEO: stye: aae
SHOWN IN THEIR AS -BUILT LOCATIONS PACE X0R1 19� ss CITY O E APR 2012
BASED ON POST - INSTALLATION VIDEO INSPECTION. P °H -20 �_ REN TON EARLINGTON SEWER REPLACEMENT
6 m:
JDH Ixcx p aunty xo:
CHECKW; ". n oxE lal Planning/Building/Public Works Dept. Phase
ase II S -2
Z If XOi ONE NG1
NO. REVISION BY DATE APPR .nPxO�roH scaE ,.cco6olHCEV � 2 X10