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E 129645:0.76
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RIM= 196.29 SIDE SEWER TEE WITH NEW PVC
ABOVE SEWER IE 8" S = 179.49
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l 184 89 189. 72 WITH-
INSIDE DROP lE 8" 17-99 179.54 L OCA TE AND REMOVE z
MH #6 RE
(STD. PLAN 402.2) EX./BURIED C. O.
N 178697.25 VEEXg,. Y MANHOLE TO BE:MODIFIED 200
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AND ......... ....... PER DETAIL ON SHEET 10. m
REMOVE EXISTING CO AND
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REPLACE WITH NEW 54" MH
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lES"SE=� 212.04 EG�7:27% 190
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FIF CIP X 8" CLAY INSTALL --LF O P E AY SAN. SEWER 180
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BAGLEY PL SW .... ....... .......... ..............
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E 1296413;76 PROPOSED MH #7 DELETED AND NEW C"O:
RIM = 186.76 INSTALLED DUE TO OTHER UTILITY CONFLICTS
IE 8" SE = 176.2
IE 8" NW _ 176.3 N 178593.71170
EX. ROAD' ABOVE SEWER ..................... ....
I E 8" N'-:-: 176.2 ..... E 1296580 82
RIM: 184.84 N 17 .60
IE 8" W MA TCH EXISTING E 129659
INS TA NE 4" MH 160
C/PP INSTA PR .. , . Rl 185.10:
INSTALL A NAL 8 LF OF g" W = MA:TCH EX< NG
INSTALL 151: LF OF 8" CIPP @MATCH EX_
AS -BUILT DECEMBER 12, 2012
* AS -BUILT INFORMATION PROVIDED BY
SURVEYED: SCALE: DATE:
RAM SURVEYING & MAPPING, LLC PACE VERTICAL: NAVD ,988 APR 2012
DESIGNED: 1 ��-20' HORIZONTAL: NAD 1983/1991 �_- _ � TY O C
FIELDBOOK:
SIDE SEWER CONNECTIONS ARE JDH .�. R EN TON EARLINGTON SEWER REPLACEMENT PAGE:
DRAWN: -
SHOWN IN THEIR AS -BUILT LOCATIONS JDH
ONE INCH DRAWING NO:
w BASED ON POST
-INSTALLATION VIDEO INSPECTION. CHECKED:DMC AT FULL SCALE Plan ning/Building/Public Works Dept. Phase II s-9
Q IF NOT ONE INCH
Z n I O• REVISION BY DAT E A P P R APPROVED: SCALE ACCORDINGLY SHEEP: OF.1 O
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