HomeMy WebLinkAbout08 Sanitary Sewer Plan2' NON-ACCESS EASEMENT
COMMON AREA
1 1 6TH STREET
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6
Lateral
11+56
6. All sanitary sewer laterals that cross the street must be
backfilled with full depth granular backfill
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.
3
Lateral
16+24
SERVICE LATERAL TO BE CONSTRUCTED FOR PROPERTY
OWNER. LOCATION TO BE DETERMINED BY LANDOWNER'S
GROUDSKEEPER IN THE FIELD
4
Lateral
17+11
SANITARY SEWER PLAN
NOTE: ALL SANITARY SEWER MAIN LINES
SHALL BE SDR 35 P.V.C. PIPE
NOTE: ALL CASTINGS SHALL BE TO CLAY
TOWNSHIP REGIONAL WASTE DISTRICT
REQUIRMENTS
OFFSITE SANITARY SEWER PLAN
NOTE: THERE IS TO BE A MINIMUM OF 10 FEET HORIZONTAL
SEPARATION 18 INCHES VERTICAL SEPARATION
BETWEEN THE SANITARY SEWER AND WATER LINE
APPARENT EXISTING R/W
EXISTING PRIVATE FORCE MAIN ON SOUTHSIDE OF
116TH STREET. CONTRACTOR TO FIELD VERIFY
LOCATION BEFORE START OF CONSTRUCTION.
2
Lateral
15+85
WATER LINE
SANITARY MH
20' SANITARY SEWER EASEMENT
LEGEND
PROPOSED
STORM SEWER
SANITARY SEWER
SANITARY STRUCTURE NO.
2' NON-ACCESS EASEMENT
1
Lateral
19+02
COMMON AREA.
PROPOSED
ROUND-A-BOUT
STREET NAME CHART
STREET NAME
CHATEAUX DRIVE
EXISTING 20" WATERMAIN.
CONTRACTOR TO FIELD
VERIFY PRIOR TO
CONSTRUCTION
Project No:
03146
Sheet No:
.\03146\con_plans\03146sn.dgn 5
'27/2004 3: 10: 11 PM
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