SHG-StitePlan-190220-Det-2Details PlanSkinner View Townhouses 30Williams St.Northampton, MassachusettsTypical Driveway Cross Section
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2%CENTERLINEWATER
1 1/2" TYPE I BITUMINOUS
CONCRETE FINISH COURSE
2 1/2" TYPE I BITUMINOUS
CONCRETE BINDER COURSE
12" COMPACTED GRAVEL BASE
SUBBASE
15'5' MINELECCATVTELESEWER
LOAM & SEED
TYP.
4:1
M
A
X
5'
2%
TYPE 'A'-SHEET FLOW
Section
Plan ViewTOE OF SLOPE6'
Erosion Control Barrier
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Bio-Detention Basin
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Utility Trench
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FINISHED GRADE
6'' LOAM
YELLOW HIGH VOLTAGE TAPE
TAPE MARKER TO RUN ALONG CONDUIT
COMPACTED BACKFILL
ELECTRICAL CONDUIT
6'' SAND BELOW CONDUIT
OR APPROVED ON-SITE EXCAVATIONS6''18'' MIN.12'' MIN.6''Electrical Conduit
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APPROVED, COMPACTED
BACKFILL MATERIALDEPTH VARIES*PIPE DIAMETER + 3'
6'' MIN.
3'' MIN
3/4'' SCREENED GRAVEL
FINISHED GRADE, SEE
PLAN FOR MATERIAL
18''
MIN.
SAND BED
WATER, SEWER OR ELECTRIC LINE
YELLOW HIGH VOLTAGE TAPE
MARKER TO RUN CONTINUOUS
WITH ELECTRIC LINE/CONDUIT
* 5'-0'' MIN. FOR WATER LINE
5'-0'' MIN. FOR SEWER LINE
Wall Mount Flood Light
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