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FACE OF CURB
6 1/2"
5 112" 1"
1/2" R. 1" R. 1:24
1 1 TOP OF
to
1/2" R. ROADWAY
T t,
T
T
1 - 6" ►
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1/2 FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1.12
TOP OF
Z1J2' R. ROADWAY
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3/8"
•
�� V . �• • Tom, 1p •
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
1
C-503
6" CEMENT CONCRETE
1/2" R. 1"R. SIDEWALK RAMP
VARIES ROM O NDING
F
6"TOO
6"
T
"PREMOLDED
T FILLER
/EWALK
ON TE
IAN C
AT PS AND INGS
FACE OF ADJACENT CURB
6 1/2" —
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
ROADWAY
T
`"
DEP SED CURB TION
AT 51DENTIAL DRIVEWAYS LY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
GUTTER SURFACE
6 112"'�
5 1/2" 1"
1/2" R. _ r 1" R.
t
TOP OF
ROADWAY
G
8 1/4"
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 8 Gutter Section, see Standard Plan 104.2
—
PUBLIC WORKS CEMENT CONCRETE CURBS STD. PLAN 101
DEPARTMENT r
CURB AND GUTTER / CURB
NTS
B RAISED EDGE DETAIL 1
LEVEL 1r2' EXTEND SIDEWALK TRANSVERSE V - 0• 1' - 0'
in' (IN) R JOINTS TO INCLUDE RAISED EDGE
ROU DING 2 MA
a I
4
SEE RAISED EDGE
1'-0• SIDEWALK
DETAIL - THIS SHEEP
ALL CUT
MIN.
SLOPES]
_ _2.0% 1 1, I
C)sYy T'il-`-. 1.5%
FOR CURB DETAILS
, SEE STD PLAN 101
ADJACENT TO CURB
BRIDGE OR PEDESTRIAN 5�aa�
RAILING q
BARRIER -SEE SIDEWALK
CONTRACT PLANS
' I 112• (IN) R. (TYP.)
FLUSH ' I 1.5_%
VERTICAL WALL -
SEE DETAIL p
018• (IN) PREMOLDED
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL
FOR SIDE BUFFER STRIP
TREATMENT SIDEWALK
SEE THER (SEE NOTE 10)
SIDEWALK 1R• (IN) R.
SECTIONS 1 �Y)
2
C-503
__.1--I- --`
LTYPICAL UI
SIDEWALK
WITH RAISED EDGE
2'-fr SIDEWALK
0• 1' 0• MIN
fV DING VT (IN) R. (TYP.)
-2.0% 1
FOR CURB DETAILS ADJACENT TO CURB
SEE STD PLAN 1111. (STEEP FILL SLOPES)
--WALL OR BARRIER
SIDEWALK
SIDEWALK ADJACENT TO WALL DETAIL
FOR CURB DETAILS
SEE STD PLAN 101
FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING -
FLUSH IF PAVED Q• 0'
10
ADJACENT TO BUFFER STRIP
5,.o CE
018- (IN) PREMOLDED JOINT FILLER
TYPICAL WHERE APPLICABLE
FOR CURB DETAILS
SEE STD PLAN 101
STING ROADWAY
CRUSHED ROCK BAS
CRUSHED SURFACING TOP COURSE (CSTC)
COMPACT TO 95% MODIFIED PROCTOR
(UNLESS REQUIREMENT WANED BY
ENGINEER) TYPICAL UNDER ALLCURB,
GUTTER 8 SIDEWALK. CSTC UNDER
CURB L GUTTER TO BE W THICKNESS OR
MATCH EXISTING ROADWAY CRUSHED ROCK
BASE, WHICHEVER IS GREATER (TYP. FOR
ALL CURB d GUTTER).
1 FINISHED GRADE I•(IN) BELOW
TOP OF CONCRETE SURFACE
FOR CURB DETAILS
SEE STO PLAN 101
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 11V
NOTES���.
1. Four feet of the sidewalk width shall
be th0 minimum ede5trian CONTRACTION JOINT .T • �B
P IN SIDEWALK ONLYJt 1
accessible route (GAR) free of vertical ► • Rio .'
and horizontal cbstructions. Gratings, : ►' ` ! ;
Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH
Cable Vaults, Pull Boxes and other s� CURB AND SIDEWALK (SEE STD PLAN 101.1)
appurtenances within the sidewalk aF� 3re C CONTRACTION JOINT
must be flush with surface, and match 9�
grade of the sidewalk. JOINT AND FINISH
DETAIL
2. Monch hic Cement Concrete Curb and •' �I �� '.
Sidewalk is not permitted in new For other referenced NOTES see • ! ' ' .•i i ;p °:
construction. When replacement work STD PLAN 104.2. —�
necessitates a Monolithic Cement PREMCxAE
Concrete Curb build per WSDOT JOINT FILLER
Standard Plan F-30.10-03. Paved surfaces must comply with E FULL -DEPTH
3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable.
EXPANSION JOINT
,� PUBLIC WORKS CEMENT CONCRETE PLAN — 102
� DEPARTMENT SIDEWALK
SIDEWALK
NTS
6" 2'-0" 6"
R-1/2" (TYP) 2" CLEAR 2" CLEAR
(TYP) 3/4" (TYP)
5
C-503
4" o 0 0
_III �l.11lllll
U ✓
U ur
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_ — — — —
�II-111111���AII111
- —f M
8" CLASS "B" CONCRETE
M M
—M M M -
- —III—III=III-
N0.
4 BARS
12" O.C. EACH WAY
10" TYPE II AGGREGATE BASE COMPACTED
TO 95% RELATIVE DENSITY
SUBGRADE
COMPACTED TO 95%
MAXIMUM
DENSITY, DETERMINED
6 VALLEY
GUTTER USING ASTM D1557 (TYP)
C-503
NTS
0
w NO.
REVISION
SURVEYED:
04/01 /21
DESIGNED:
BB/AT/HD
DRAWN:
BB/AT/HD
CHECKED: CM
BY DATE APPR APPROVED:
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU V
3
C-503
4
C-503
CLASS 1/2
INCH HMA
M
J,
CRUSHED SURFACING SUBGRADE COMPACTED TO 95%
BASE COURSE MAXIMUM DENSITY, DETERMINED
USING ASTM D1557 (TYP)
PAVING SECTIONS SHOWN ARE PER
RECOMMENDATIONS FROM DRAFT
GEOTECHNICAL REPORT PREPARED BY
PANGEO INC. DATED JUNE 2021
LIGHT ASPHALT PAVEMENT
NTS
CLASS' '
INCH h
CRUSHED SURFACING —J SUBGRADE COMPACTED TO 95%
BASE COURSE MAXIMUM DENSITY, DETERMINED
USING ASTM D1557 (TYP)
PAVING SECTIONS SHOWN ARE PER
RECOMMENDATIONS FROM DRAFT
GEOTECHNICAL REPORT PREPARED BY
PANGEO INC. DATED JUNE 2021
HEAVY ASPHALT PAVEMENT
PORTLAND CEMENT
CONCRETE
CONCRETE F'c = 4,000 PSI
a
DO
1 11, 2?,n4' �_ qiz_ RMNe" Ir
NTS
1I -111ill �
CRUSHED SURFACING SUBGRADE COMPACTED TO 95%
BASE COURSE MAXIMUM DENSITY, DETERMINED
USING ASTM D1557 (TYP)
PAVING SECTIONS SHOWN ARE PER
RECOMMENDATIONS FROM DRAFT
GEOTECHNICAL REPORT PREPARED BY
PANGEO INC. DATED JUNE 2021
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PORTLAND CEMENT CONCRETE PAVEMENT SECTION
0 CITY OF
RENTON
Planning/Building/Public Works Dept.
NTS
R-432712
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
V
DEVELOPMENT ENGINEERING ` Z
yqi 05/13/2025 �e
ry
Oro
2
DATE:
600 SW 10TH PARKING LOT 04/07/2025
FIELDBOOK:
PAGE:
DRAW N503 0
PAVING DETAILS
SHEET: OF:
13
28 0
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