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PROPOSED
WAN HOLE PER STD. DWG. 112
EXCEPT MANHOLE SHALL BE S'
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BASE PER SHEET 2.
DETAIL No.2
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103 11550.2305 50007.7141N.00'09'03" 30.10'
104 11580.3308 50007.7934
105 11997.9955 50009.9032 N.00'17'22" 417.67'
106 12098.7442 50010.3958 N.00' 16'49" 100.75'
107 12651.0076 50013.0958 N.00' 16'48 552.23'
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DETAtL NVTEs:
CONSTRl1CT MANHOLE OVER EXISTING SEWER
WHICH SHALL REMAIN IN SERVICE UNTIL PROPOSED
SEWER IS COMPLETED INCLUDING TESTING (SEE
CONSTRUCTION SEQUENCE,
SECTION OF THE SPECIFICATIONS). AFTER TESTING
THE SEWER PIPELINE IS COMPLETED AND ACCEPTEp
9'f THE CITE, REMOVE EXISTING SEWER AND FORM
CFIANNEI.
r2J. CONIRACI'OR SItllt.t DETfRANNE EXACT LOCAl10N
AND ELEVATION OF EXISTING SEWER PRIOR TO
CONSTRUCTING MANHOLES. MANHOLES SHALL BE
CONSTRUCTED WRH CENTER OF NEW MANHOLE MI
LINE MMTM CENTERLINE OF EXISTING SEWER.
PLUG A94N00f1ED SEWER NAM BIIICK AND AIORJM
4R CLASS B CONCRETE (MIN. 120 LONG PLUG]
4�. SEWER TO BE ABANDONED. (SEECONES RUCaT10N
SEQUENCE, 0 SECTION
OF THE SPECIFIGiJONS FOR AB0DO14YENi.
PROCFDURE)_
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FUTUKt
HIGHLAND CHANNEL
TO BE CONSTRUCTED
BY OTHERS AFTER SEWER
INSTALLATION
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3+00 4+ PP 5+ 6 7+00 J,
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29+00 3 +00 �i 3 +00 ' 3+00 33+0
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(S=+0.019)
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F0- 11 OWING
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1/20 20-55X
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No.4 0-5s
DETAIL No.4
70NF REDC
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A�AOwEO On: DATE: !/•
ROBERT WEOOIE CITY ENGINEER R.C.E. 2512 '