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NOTES:
1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE
OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE
SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN
ARE BY "Y" CONNECTIONS AND THUS DO NOT GUARENTEE
STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING.
THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL
LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS
SEWER AND REPLACE THEM FROM THE MAIN TO THE
PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE.
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AS -BUILT INFORMATION
PROVIDED BY RINGEL & ASSOCIATES
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MH #32 STA, 19+ _96 5' L T,
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SIDE SEWER REPLACEMENT 22'/17'
STA. 20+76 LT. INSTALL CONNECT 6"GONG
SURFACE CLEANOUT MH #28 STA, 21+40 6L T, 27/17'
AT CURB LINE CAPPED
REMOVE EXISTING MH AND
I REPLACE WITH NEW 54 " MH TOP 44.84 C 900
MH #33 STA, 20+76 5' L T, 15'-6"PVC RIM =445.21 INV 10"PVC E 43.02
CONNECT 4 PVC IE 8' NCJR TH =� 39.34 BOT 41.0
REMO VE EXIS TING MH AND BOT 37.33 STA, 22+53 2' R T,
MH #33 STA, 20+76 5' L T,
INSTALL NEW 54" MH RIM = 4 4,994 44.87 REMOVE EXISTING MH AND
REPLACE WITH NEW 54' MH
IE 8' SQUTH = � 39.29 RIM = 45.14
INV 3"STEEL N 39.46 IE 8' SEUTH = 39.m54 INV 3" S
IE 6' WEST = �4 INV 6" P�
.................50............... ................
olml........ 45
MH #32 S TA, 19+ 96 5' L T,
MH #28 S TA, 21 +40 6' L T,
CAPPED
0 20 40
1" = 20'
4
....... 45