HomeMy WebLinkAboutS-372301OF THE SE 114 OF SI
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ION 14 TOWNSHIP 23 N. RANGE 5 E, W.M.
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CONSTRUCTION NOTES
O6° SIDE SEWER CONNECTION, 2Z MIN. SLOPE PER CDR
STD. PLAN 406.1
O48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER COR STD. PLAN 400.1 AND 401
3O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
4O SAWCUT EXIST. PVMT.
O5 CONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
O48° SANITARY SEWER MANHOLE SHALLOW PER CDR STD.
PLAN 400.2
GEUESAL NOTES.
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEVER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 4
FEET BELOW THE BEARING PAD ELEVA710N.
2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
3. A 6x6x2° THICK ETHAFOAM (RIGID INSULATION) BARRIER
SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY
SEWER MAIN WHERE CLEARANCE TO O7HER PIPES AND
U77LI77ES IS LESS THAN TWELVE INCHES.
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