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EXTEND ROAD BASE MATERIALS ( ) WHICHEVER IS GREATER
14"OF 61,MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) JULY 24,2020.LATEST GROUNDWATER MONITORING 25"OF 6"MINUS PIT RUN w = =
COMPACTED STABLE SUBGRADE REPORT DATED SEPT.16,2020. COMPACTED STABLE SUBGRADE z
NOTE:
1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%
2. NO TOLERANCES WILL BE ALLOWED
2 TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTION E. LAKE HAZEL ROAD STREET WIDENING WITH TYPICAL BORROW DITCH SECTION
NOT TO SCALE-S.ASTORIA AVE.AND E. DITMARS DR. 5NOT TO SCALE
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ROLLED CURB AND GUTTER PER 8"THICK RIBBON CURB PER 10, 10,
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6"PAST CURB AND GUTTER(TYP.) 2-1/3,OF INCH TIC MIX,PG 58 28) '� � �'� 41 MqY
4"OF 3/4"MINUS CRUSHED GRAVEL 10"OF 3/4"MINUS CRUSHED GRAVEL
14"OF 6"MINUS PIT RUN OVER COMPACTED SUBGRADE
COMPACTED STABLE SUBGRADE
PROJECT N0. 20-1029-PS
DWG FILE C.700
PRIVATE ALLEY/ DRIVEWAY TYPICAL STREET SECTION GRAVEL ACCESS ROAD SECTION DESIGNED BY BT
OT TO SCALE 6NOT TO SCALE DRAWN BY JTA
CHECKED BY BT
ISSUE DATE 03/09/21
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
Cm700
SHEET 16 OF 20
DACivil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200-Construction Drawings\205-Construction\20-1029-PS C.700(STREET DETAILS).dwg