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SW 1/4 OF SECTION 3' ' ' TOWNSHIP 23 N RANGE 5 EAST W. NOTE:
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N U EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
`V •• CONNECT
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
TO EX. SSMH DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING z z Z
10
,�� � CONSTRUCTION. NO REPRESENTATION IS MADE THAT
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,e 2• -- EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER �-
97.00 35. T a
SSMH 4, 48 00 � � _ _ 2 2 -
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STA. 100+31.0 LOTS 19 27 `SHALL PRR ""7b"�4 ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR p O w
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FFE=422.0 a o
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FFE=404.0 CALL BEFORE YOU DIG: 1 8 00
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W I E 18.0 `'`�-1 E 417.
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TRACT "B" cN0 OTORNIWATEl1 TRACT t I `
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IE 420.0 SEWER FORCE FFE-404.0 - _
a� FFE=402.0 FFE 40040 TRACT C P
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m E / 0+83 SHALL BE PRIVATELY Now FFE=410.0
CASING UNDER - O
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ROCKERY
N 38.00' TYPICAL.
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feet
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SEWER MAIN W/IN STEEL =
C ASING UNDER ROCKERY
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_ ................:................. , . _ _ RECOMMENDED FOR APPROVAL a _ � �
PROFILE SSMH #1 EEC. S-SM-H PROFILE SSMH #2 SSMH #5 R'ROFILE SSMH #3 SSMH #Q
�{ By: Date: 10-,,3-O's
ATE
04/22/2005
B Date: d JOB N0.
DWG NO.
C7 2
............. ............. .............. ........................... ........................ ... .............
.................................. ....................... ............... ...................... ..................... By: Date:
SHEET
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