HomeMy WebLinkAbout09 Sanitary Sewer Plan & Profile860
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...\03146\con_plans\03146sa.dg
1 5/27/2004 3: 10:13 PM
CD
AMMO.
TC 852.00
SAN. MANHOLE
INV
84459 INV
844.23
81 LF OF 13 PVC
0.44%
CD
TC 852.60
AN. MANHOLE
INV
844,13
107 L: OF 8" PVC
0 0.45%
INV
843.65
-41
INV
843.55
TC 853.60
SAN. MANHOLE SAN. MANHOLE
104 LF OF 8 PVC
0.4E%
SANITARY SEWER GENERAL NOTES
1. It shall be the contractors responsibility to field verify
all utility locations before construction begins.
2. All construction activity on this site is to be performed
in compliance with OSHA standards.
3. Wye and laterals are stationed off of the street centerline
stationing.
4. All wye connections shall have a minimum of five foot extension
connected to the wye, or extended to the utility and drainage
easement of the lot (whichever is greater). The end of the
lateral shall be plugged or capped.
5. Laterals to the opposite side of the roadway shall be extended
to the utility and drainage easement of the lot.
6. All sanitary sewer laterals that cross the street must be
backfilled with full depth granular backfill.
TC
INV \INV
843.08 842.98
352.90
EXISTING
234..F OF 8"
GROUNC
*ft
STORM
MOSSING
INV 846.4
PVC 0.45%
INV
841.93
CD
LINE 'A
COMMON AREA
NOTE: ALL CASTINGS SHALL BE TO CLAY TOWNSHIP
REGIONAL WASTE DISTRICT SPECIFICATIONS.
NOTE: ALL SANITARY SEWER MAIN LINES
SHALL BE PER CLAY TOWNSHIP REGIONAL
WASTE DISTRICT REQUIRMENTS
NOTE: THERE IS TO BE A MINIMUM OF 10 FEET HORIZONTAL
SEPARATION 18 INCHES VERTICAL SEPARATION
BETWEEN THE SANITARY SEWER AND WATER LINE
TC 851.50
SA. MANHC LE
INV
841.83
193J OF 8"
PVC 0.45%
INV t
840.96
T NON-ACCESS EASEMENT
851.20
VIANHOLE
INV
840.86
1381F OF 8" PVC
NMI= *NNE* MN=
g 0.45%
INV
840.24
OP
a
INV
840.04
LEGEND
PROPOSED
853.30
AN. MANHOLE
STORM SEWER
SANITARY SEWER
WATER LINE
SANITARY MH
SANITARY STRUCTURE NO.
GRANULAR
BACKFILL
REQUIRED
SCALE:
1".•5' VERT.
1 HOR.
LINE
A
STREET NAME
CHATEAUX DRIVE
860
855
850
845
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(I)
CO
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Project No:
03146
Sheet No:
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