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SHG-StitePlan-190220-Det-2Details PlanSkinner View Townhouses 30Williams St.Northampton, MassachusettsTypical Driveway Cross Section D2 1 Not to Scale 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 D2 4 Not to Scale Bio-Detention Basin D2 5 Not to Scale Utility Trench D2 2 Not to Scale 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 D2 6 Not to Scale 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 D2 3 Not to Scale · · · · · · · · · D2.00P-tush 2, LLC