HomeMy WebLinkAbout83-99 Construction DetailsA
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INTEGRAL WALK AND CURB DETAIL
18" R
HANDICAP SYMBOL
CONCRETE COLLAR
SET FLUSH WITH
GROUND OR PAVEMENT
SIDEWALK
ADJUSTABLE TYPE —
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SIDEWALK JOINT DETAILS
2-2 112" NOZZLES
4 1 /2" STEAMER CONNECTION
FINISHED GRADE
BACKFILL
---6 CU. FT. OF WASHED GRAVEL
OR CRUSHED STONE 10,-_o" 10,- o" _
REACTION PAD — 6" CONC. DUMPSTER PAD — 4" CONC.
PRE -CAST CONC. SLAB OR BIT. PAVEMENT g• 2" s" 4"
STONE WEDGED BETWEEN -
HYDRANT AND FIRM FACE 2' _ ie --T 6 x 6 - 6 /6 WWF
OF TRENCH =-1 2 - #6 x 9' - 8" @ 4" O.C.
1'-6" MIN. COMP. AGGR. BASE SECTION A —A
STANDARD FIRE HYDRANT DETAIL
TRASH ___ DUMPSTER PAD
DETAIL
1" SURFACE #11 OR #12
3" BINDER COURSE #8 OR #9
8" COMPACTED #53 AGGREGATE
WELL COMPACTED, WELL DRAINED SUBGRADE
TYPICAL PAVEMENT SECTION ------PARKING LOT
#7 AGGREGATF� iQ
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6" UNDERDRAIN
PIPE MATERIAL:
SHALL MEET GENERAL INDUSTRY STANDARD
FOR CLAY, CONCRETE, CORRUGATED METAL,
PLASTIC, OR APPROVED EQUAL, OPEN
JOINT OR PERFORATED.
PIPE UNDERDRAIN
NO SCALE
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TOP OF CURB
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PAVEMENT —' r BU i I UM OF CURB
TRANSVERSE /
EXPANSION
JOINTS
TRANSVERSE
CONTRACTION
JOINTS
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT,
EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED
AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB, THE CURB
AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1Q " ROUND
DEFORMED BARS OF ABOUT 3 FOOT INTERVALS. IF NO CONCRETE
PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED,
EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS
AND AT INTERVALS NOT TO EXCEED 100 FEET.
CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
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DATE: AUGUST 19, 1999
SCALE: N/A
PROJECT NO.111-1194
SHEET NO.
c I I o
1194DET.DGN
6