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FACE OF CURB
6 1/2'_
5 1/2" 1"
1/2" R. 1" R. 1:24
' TOP OF
in 1/2" R. ROADWAY
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V-6"
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
-- 6 112" FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
112" R. ROADWAY
1
in
f
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3/8"
-r
� ' b
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
1/2" R. 1" R SIDEWALK RAMP
OR LANDING
VARIES `
FROM r
6•, TO 0 1
6"
3/B" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 1 /2"`'
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
f T 1" 1/2" R. ROADWAY
2" �•
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ip
r
V-6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
1/2" R.
FACE OF ADJACENT CURB I
GUTTER SURFACE
T
6 1/2"
—5 1/2` y 1"
1"R.
FACE OF CURB
8 1/4" s
CEMENT CONCRETE
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
R• PUBLIC WORKS CEMENT CONCRETE CURBS
DEPARTMENT
CEMENT CONCRETE CURBS
NOT TO SCALE
Know what's below.
Call before you dig.
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T A C O M A S E A T T L E
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S P O K A N E T R I- C I T I E S
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�SSIONAL E2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
07/21 /2025
6" RAISED EDGE DETAIL V-0- 6-1
SIDEWALK
LEVEL
112- EXTEND SIDEWALK TRANSVERSE 1' - 0 1,-Cr
1/2- (IN) R
JOINTS TO INCLUDE RAISED EDGE
ROU DING 2.0%
1 1f2-(IN)R (rYP.)-
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SEE RAISED EDGE
LTYPICAL
SIDEWALK DETAIL - THIS SHE
UNDER
SIDEWALK
ALL CUT
MIN-
SLOPES
WITH RAISED EDGE
U2" (IN) R. UYP.)
2.0%
-
1 FOR CURB DETAILS
`
1.5% _ SEE STD PLAN 101
2' - 0'
SIDEWALK
ADJACENT TO CURB
MIN
11 X 1' a.
112" (IN) R. (TYP.)
ROU DING
_2.0%
BRIDGE OR PEDESTRIAN
RAILING
ADJACENT TO CURB
BARRIER - SEE
SIDEWALK
FOR CURB DETAILS
SEE STD PLAN 101.
(STEEP FILL SLOPES)
CONTRACT PLANS
/----WALL OR BARRIER
' I
SIDEWALK
FLUSH
�* 1.5%
• • •: ,• • • ••r
W- I IN) R.
W �• 1�� ••�►7 ��:C
VERTICAL WALL -
•
SEE DETAIL
318- (IN) PREMOLDED
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL
B' (IN)
PREMOLDED
JOINT FILLER
FOR SIDE
TREATMENT
SIDEWALK BUFFER STRIP
SIDEWALK ADJACENT TO WALL DETAIL
SEE 07RER
(SEE NOTE 10)
SIDEWALK
R.
SECTIONS 1
�'N)
a 1.5%
FOR CURB DETAILS
1.5% MIN.
SEE STD PLAN 101
FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED -
ADJACENT TO BUFFER STRIP
NOTES
1. Four feet of the sidewalk width shall
be the minimum pedestrian
accessible route (PAR) free of vertical
and horizontal obstructions. Gratings,
Access Covers, Junction Boxes,
Cable Vaults, Pull Boxes and other
appurtenances within the sidewalk
must be flush with surface, and match
grade of the sidewalk.
2. Monolithic Cement Concrete Curb and
Sidewalk is not permitted In new
construction. When replacement work
necessitates a Monolithic Cement
Concrete Curb build per WSDOT
Standard Plan F-30.I0-03.
3. Concrete to be 4,000 PSI.
• , p 14
a' 00 /
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For other referenced NOTES see
STD PLAN 104,2.
Paved surfaces must comply with
STD PLAN 102.1 as applicable.
319- (IN) PREMOLDED JOINT FILLER
TYPICAL WHERE APPLJCABLE
-FOR CURB DETAILS
SEE STD PLAN 101
STING ROADWAY
CRUSHEO ROCK BAS
CRUSHED SURFACING TOP COURSE (CSTC)
COMPACT TO 95%. MODIFIED PROCTOR
(UNLESS REQUIREMENT WAIVED BY
ENGINEER) TYPICAL UNDER ALL CURB,
GUTTER 8 SIDEWALK. CSTC UNDER
CURB S GUTTER TO BE 6' THICKNESS OR
MATCH EXISTING ROADWAY CRUSHED ROCK
BASE, WHICHEVER IS GREATER (TYP. FOR
ALL CURB 8 GUTTER).
1 FINISHED GRADE 1• (IN) BELOW
TOP OF CONCRETE SURFACE
FOR CURB DETAILS
SEE STD PLAN 101
e
IN SIDEWALK
JOINT
IN SIDEWALK ONLY
FULL -DEPTH EXPANSION JOINT IN BOTH
CURB AND SIDEWALK (SEE STD PLAN 101.1)
if 3V
JOINT AND FINISH
DETAIL
BROOMED FINISH
OR MATCH EXISTING
4` WIDE, SMOOTH
TROWELED PERIMETER
CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN)
FOR CURB DETAILS
SEE STD PLAN 101
z 118• TO 114•
•� a r � '
C CONTRACTION JOINT
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
STD PLAN — 109
PUBLIC WORKS
DEPARTMENT
CEMENT CONCRETE
SIDEWALK
1, ;,} I(,'. I;I-)
1.F't''
CEMENT CONCRETE SIDEWALK
NOT TO SCALE
R-433507
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