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12" <br />/ NEW 5" PORTLAND CEMENT CONCRETE <br />NEW 6' BASE <br />AGGREGATE <br />9 <br />jil <br />NEW 12" SAND <br />1 lill " . ll� 11 1 <br />1� . 1� <br />SUBBASE <br />ORAINTILE, SEE <br />UTILITY PLAN <br />SOIL SEPARATION FABRIC <br />APPROVED SUBGRADE SOIL <br />LIGHT -DUTY CONCRETE <br />CONSTRUCTION DETAIL <br />C500 NOT TO SCALE <br />Y," SAWED JOINTS FILLED <br />WITH ELASTOMERIC <br />JOINT SEALANT <br />NEW 8" PORTLAND CEMENT CONCRETE <br />`#4 EPDXY COATED <br />O O O O O O O O REBAR @ 16" O.C. <br />BOTH DIRECTIONS <br />NEW 6 BASE <br />AGGREGATE <br />NEW 12' SAND <br />................................................................... <br />...................................................................... <br />14. SUBBASE <br />DRAINTILE, SEE <br />UPROVED SUBGRADE SOIL TILITY PLAN SOIL SEPARATION FABRIC <br />APHEAVY-DUTY CONCRETE <br />2 CONSTRUCTION DETAIL <br />CSOO NOT TO SCALE <br />NEW 3.5" BITUMINOUS PAVEMENT <br />(GRADE B OIL) <br />PLACED IN 2 LIFTS <br />- - - - - - - - - <br />—NEW B'BASE <br />AGGREGATE <br />NEW 12" SAND <br />SUBBASE <br />DRAINTILE, SEE <br />UTILITY PLAN SOIL <br />SEPARATION FABRIC <br />PROVED SUBGRADE <br />APLIGHT-DUTYLBITUMINOUS <br />PAVEMENT SECTION (ALT #1) <br />C5OO NOT TO SCALE <br />NEW 6" BITUMINOUS PAVEMENT <br />(GRADE E OIL) <br />PLACED IN 3 LIFTS <br />U U U U NEW 8" BASE <br />..................................................................... �...... AGGREGATE <br />NEW 12" SAND <br />SUBBASE <br />DRAINTILE, SEE <br />UTILITY PLAN SOIL SEPARATION FABRIC <br />APPROVED SUBGRADE SOIL <br />HEAVY-DUTY BITUMINOUS <br />a PAVEMENT SECTION (ALT #1) <br />CSOO NOT TO SCALE <br />BACKFILL WITH NEW <br />GOOD QUALITY <br />TOPSOIL AND SEED/SOD <br />SLOPE NEW BITUMINOUS <br />%� PAVEMENT <br />INTERNAL HALYARD FLAGPOLE <br />WITH GLOBE AND INTEGRAL LED <br />moALUMINUM COLLAR o_• oQCK�.o_ oQCK�.o_ -� <br />NEW BASE <br />AGGREGATE <br />APPROVED SUBGRADE SOIL <br />B612 CONCRETE <br />s CURB & GUTTER DETAIL <br />C500 NOT TO SCALE <br />BACKFILL WITH NEW <br />GOOD QUALITY 12' 12' <br />TOPSOIL AND SEED/SOD <br />SLOPE NEW BITUMINOUS <br />'PER FT. PAVEMENT <br />=1 I III III .• •:.;'.: _..-•::,.. ; .8,. . <br />III III .� <br />IJ�1L= <br />NEW BASE <br />AGGREGATE <br />APPROVED SUBGRADE SOIL <br />SURMOUNTABLE CURB <br />s & GUTTER DETAIL <br />csoo NOT TO SCALE <br />a a <br />A tl°a B <br />►A PLAN B INTEGRAL CAST <br />EXPANSION JOINT <br />VARIES 18" 18" <br />SLOP <br />#4 EPDXY COATED <br />SECTION A -A REBAR(3TYP) <br />18" 18" <br />SLOPG PER T <br />H� .o <br />3 SECTION B-B <br />CONCRETE VALLEY GUTTER <br />�\ WITH BITUMINOUS APRON <br />C500 / NOT TO SCALE <br />48" <br />FLAG POLE <br />$ FOUNDATION DETAIL <br />C$OD NOT TO SCALE <br />ADA RAMP LANDING <br />ewe ' 2% MAX SLOPE IN <br />Q / ANY DIRECTION <br />7AD RAMP LANDIN, <br />2% MAX SLOPE IN <br />ANY DIRECTION <br />NOTES: SIGN POSTS TO BE 18" BEHIND THE BACK OF <br />CURB, UNLESS OTHERWISE DIRECTED. <br />PARKING <br />y SIGN AND POST DETAIL <br />CSOO NOT TO SCALE <br />0 TYPE ACCESSIBLE RAMP DETAILS �� <br />csoo NOT TO SCALE PE - 3 <br />-off <br />o'o5u S <br />V m <br />zN <br />� y <br />V <br />W <br />N <br />a0 <br />0 <br />NazN <br />g <br />0 <br />I- z o <br />a <br />WoW <br />z <br />o Z <br />W Nr2 <br />N <br />1 2022 1 <br />■IN <br />DETAILS <br />C500 <br />