HomeMy WebLinkAbout101FACE OF CURB
6 112' '
1/2" R. 1" R. 1:24
! t TOP OF
112" R. ROADWAY
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CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1f2"-- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
112" R. ROADWAY
!
1
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
w '
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
112" R. 1"R. SIDEWALK RAMP
VARIES OR LANDING
FROM !
6"TOO S
s"
T
318" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
6 112" '
FACE OF ADJACENT CURB
SEE DEPRESSED CURB DETAIL THIS SHEET
114
TOP OF
1/2" R. ROADWAY
2"
!
!
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DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
1 P2' R.
FACE OF ADJACENT CURB I
GUTTER SURFACE
u
6 112" 1"
~ 1' R.
FACE OF CURB
1" R.
8 114"
1" R.
CEMENT CONCRETE
i TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
TOP OF
ROADWAY
STD. PLAN — 101
a PUBLIC WORKS CEMENT CONCRETE CURBS
DEPARTMENT