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NOT TO SCALE
1/2" PREFORMED
JOINT FILLER
SEE RAMP
GROOVES DETAIL
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NOTES:
TOOLED RIBBING DETECTABLE WARNING DETAIL
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, I ----? ---}- 2 -{ 0.3 "—•I I —
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n DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE DETAIL Of RAMP GROOVES � 0.3"
O RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON 6" OF COMPACTED 1/2- PREFORMED
AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB JOINT FILLER 24" OF
RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) 6" CLASS TOOLED CONCRETE
CURB & GUTTER
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF r "A" CONC. RIBBING
(y) ADJACENT PAVEMENT AND GUTTER LINE / �1 PAVEMENT
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0" }
Cn TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO 6" COMP. NO. J
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DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO
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SPECIFICATIONS
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DATE:
OCTOBER 2C
JOB NO.: 4
DESIGN: 1
DRAWN:
CHECKED: 1
SHEET NO
3 of 6
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DATE:
OCTOBER 2C
JOB NO.: 4
DESIGN: 1
DRAWN:
CHECKED: 1
SHEET NO
3 of 6