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2" BITUMINOUS CONCRETE WEARING COURSE NOTE: ALL CONCRETE CURBS AND SIDEWALKS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING
2" BITUMINOUS CONCRETE BINDER COURSE 6" COMPACTED SUBBASE MATERIAL (AASHTO NO. 2A) COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER
PAVEMENT SEALER (MIN 4" WIDE) BITUMINOUS CONCRETE WEARING COURSE
8" TROWELED JOINT
7"
CONCRETE SIDEWALK
6"
BITUMINOUS CONCRETE BINDER COURSE
1/8" PER FOOT
6"
4"
2"
A
8"
BUILDING EXTERIOR WALL
18"
USE ZIP STRIPS- FILL WITH POURABLE CAULK. WIDTH= 12" 6 X 6 X W1.2XW1.2 WWM
6 x 6 x W1.2XW1.2 WWM
SUBBASE
CONCRETE SIDEWALK W/ BROOM FINISH FIN. FLR. 4"
CONCRETE CURB
COMPACTED SUBGRADE
2% CROSS SLOPE
2"
COMPACTED SUBGRADE
SUBBASE
NOTE: ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER ASTM D1557
COMPACTED SUBGRADE TO 95% MAX DRY DENSITY PER ASTM D1557 8" COMPACTED GRAVEL BASE
B
1/2" ISOLATION JOINT HELD 1/2" BELOW FINISH SIDEWALK WITH SEALANT
NOTE: ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE
BITMUNOUS CONCRETE PAVEMENT OR CONCRETE PER SITE PLAN
C
NOTES: 1. PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITH ADJACENT CONCRETE SURFACE.
SIDEWALK AREA EXTEND BUILDING WALL FINISH TO THIS AREA.
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PR WI ESS DT ED P SIT ER H EP C- LAN 10 1
3. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS.
HANOVER ARCHITECTURAL PRODUCTS (717) 637-0500
N IO CT AS E S-S ME OS H SA ALK R C DT EW N. WI SID " MI 0 5'-
TRANSPRO INDUSTRIES (800) 321-7870
X SHALL BE EQUAL TO OR GREATER THAN 3'-0". IF X IS LESS THAN 4'-0" THEN THE SLOPE OF THE FLARED SIDES SHALL NOT EXCEED 1:12
4. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK PITCH. SEE TABLE A J-8/C-207 FOR TYPICAL RAMP DIMENSIONS.
BUILDING WALL
2.35"
COTE-L-INDUSTRIES (201) 836-0733
0.9"
2. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL.
5. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP AND FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL CURVE RATHER THAN AN ABRUPT ANGLE.
1:10 MAX. SLOPE (TYP.)
NOTE: TRUNCATED DOME DETECTABLE WARNING PRODUCT SHALL BE A BRICK,CONCRETE PAVERS OR RUBBER DOMES. CONFORMING TO ADAAG SPECIFICATIONS, AS MANUFACTURED BY:
0.4"
0.2"
D
2.35"
CURB RAMP DIMENSIONS NEW CONSTRUCTION 0.9" RISE OF RAMP
MAX. RAMP SLOPE
3" 4" 5" 6" 7" 8" 9" 10" 11" 12"
1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12
E
NOMINAL RAMP SIDE FLARE LENGTH DIMENSION AT (1 : 12) CURB (1 : 10) 3.0 FT. 4.0 FT. 5.0 FT. 6.0 FT. 7.0 FT. 8.0 FT. 9.0 FT. 10.0 FT. 11.0 FT. 12.0 FT.
SIDE FLARE DIMENSION AT CURB (1 : 12) 3.0 FT. 4.0 FT. 5.0 FT. 6.0 FT. 7.0 FT. 8.0 FT. 9.0 FT. 10.0 FT. 11.0 FT. 12.0 FT.
2.5 FT. 3.3 FT. 4.2 FT. 5.0 FT. 5.8 FT. 6.7 FT. 7.5 FT. 8.4 FT. 9.2 FT. 10.0 FT.
CURB RAMP DIMENSIONS EXISTING CONDITION DEPRESSED CURB MAX. RISE OF RAMP
MAX. RAMP SLOPE
3" 4" 5" 6"
1:8 1 : 10 1 : 10 1 : 10
NOMINAL RAMP SIDE FLARE DIMENSION AT LENGTH CURB (1 : 10) 2.0 FT. 3.3 FT. 4.2 FT. 5.0 FT.
SIDE FLARE DIMENSION AT CURB (1 : 12)
2.5 FT. 3.3 FT. 4.2 FT. 5.0 FT.
USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTION OF 1 : 12 OR FLATTER SLOPES. CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE
3.0 FT. 4.0 FT. 5.0 FT. 6.0 FT.
SECTION VIEW
1:10 MAX. SLOPE SIDE FLARE
LANDING
PLAN VIEW
T RUNCATED DOME DETAIL No Scale
1:10 MAX. SLOPE DEPRESSED CURB
SIDEWALK AREA
MIN. 3'-0" FOR SIDEWALK WIDTHS LESS THAN 8'-0". MIN. 4'-0" FOR SIDEWALK WIDTHS MIN. 8'-0" OR WIDER.
DUFFY DOLCY McMANUS & ROESCH 634 Lost Pine Way, Galloway , N.J. 08205
Phone: (609) 652 - 0105
Fax: (609) 652-2032
