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6" RAISED EDGE DETAIL
LEVEL 112• EXTEND SIDEWALK TRANSVERSE 1'-D• 1'
1@• (IN) R, JOINTS TO INCLUDE RAISED EDGE
RDU DI
SEE RAISED
DETAIL- THIS:
1 -0" S.DEWAIK
ALL CUT
SLOPES_
MIN.
1R" (IN) R. (TYP.)
2.0% 1 4 1.5%
1'
ADJACENT TO CURB
�3
BRIDGE OR PEDESTRIAN"�iaa�
RAILING
BARRIER - SEE
SIDEWALK
CONTRACT PLANS
112• (IN) R. (rYP.)
'
I
FLUSH
VERTICAL WAIL -
SEE DETAIL
\, e
318- (IN) PRISM ED �V
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL
FOR SIDE
TREATMENT SIDEWALK
BUFFER STRIP
(SEE NOTE 10)
SIDEWALK
SECTIONS
1/2' (IN) R.
(TYP.)
.• I
1 1f2" (IN) R. (TYP.)
. 1.5%
r -
LTYPICAL UNDI
SIDEWALK
WITH RAISED EDGE
• 11T (IN) R. UYP.)
1 I'a 1.5% Y
ADJACENT TO CURB
(STEEP FILL SLOPES)
/—WALL OR BARRIER
SIDEWALK
318' (IN) PREMOLDED JOINT FILLER
TYPICAL WHERE APPLICABLE
/ FOR CURB DETAILS
SEE STD FLAN 101
EXISTING ROADWAY
CRUSHED ROCK RAS
CRUSHED SURFACING TOP COURSE (CSTC)
COMPACT TO 95% MODIFIED PROCTOR
(UNLESS REQUIREMENT WANED BY
ENGINEER) TYPICAL UNDER ALL CURB,
GUTTER 8 SIDEWALK. CSTC UNDER
CURB & GUTTER TO BE U'THICKNESS OR
MATCH EXISTING ROADWAY CRUSHED ROCK
BASE, WHICHEVER IS GREATER OW. FOR
ALL CURB E GUTTER).
1 FINISHED GRADE 1" (IN) BELOW
TOP OF CONCRETE SURFACE
0C
FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE Ov_�
SURFACE FOR PLANTING -FLUSH IF PAVED �� \
ADJACENT TO BUFFER STRIP /
0" / �/ \
5
FOR CURB DETAILS
SEE STO PLAN 101
BROOMED FINISH
OR MATCH EXISTING
4• NDE• SMOOTH
TROWELED PERIMETER
CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN)
FOR CURB DETAILS
SEE STO PLAN iDt
i_ ,f8'T0114'
NOTES
1. Four feet of the sidewalk Width shalt
c[xaTRAcnoN JOINT • . • �
be the minimum pedestrian - IN SIDEWALK ONLY •'a1lO ',•
accessirizble route (PM) free of vertical
hoontal obstructions. Gratings,
Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH
Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STD PLAN 101.1)
appurtenances within the sidewalk s/zzl ye- C CONTRACTION JOINT
must be flush with surface, and match r__
grade of the sidewalk. JOINT AND FINISH
DETAIL i
b.. s
2. Monolithic Cement Concrete Curb and TO
Sidewalk is not permitted in new For other referenced NOTES see ,
construction. When replacement work STD PLAN 104.2.
necessitates a Monolithic Cement
Concrete Curb build per WSDOT PREMOLOE
Standard Plan F-30.10-03. Paved surfaces must comply with JOINT FILLER
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4,(100 P51. EXPANSION JOINT
STD
•� PUBLIC WORKS CEMENT CONCRETE' PLAN - 102
DEPARTMENT SIDEWALK 1'} F: '` FL'I
rc.1U
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PUBLIC CONCRETE SIDEWALK DETAILS
NTS CITY OF RENTON
M 6814 Greenwood Ave N T (206) 522-9510 �SSIONAL E���
z Seattle, WA 98103 WWW.PAcLAND.COM
W
lL
FACE OF CURB
6 12"-
-512" 1"
12" R. 1" R. 1:24
A l TOP OF
ro 1/2" R. ROADWAY
r1,
1
iD
r
T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 12"-- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
1/2' R. ROADWAY
1 �
L
to
r
1 - 6"
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
P 9ilb•i2�B P
• C , ' i �, 1O'P
' b •I y ASP .�
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
1/2"R. 1" R SIDEWALK RAMP
VARIES OR LANDING
FROM 1
6"TOO f
6"
r
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 12"`'
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
r r 1• 1/2" R. ROADWAY
2" 1
L
L
CID
1 - 6' r
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY,
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
GUTTER SURFACE
6 12"�-
512" 1"
1/2"R. r 1" R.
1 1
TOP OF
ROADWAY
r
0
61/4"
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 contractionjoint 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
a PUBLIC WORKS CEMENT CONCRETE CURBS
�1� DEPARTMENT
1 PERMIT REVISIONS #1
NO.
REVISION
EXISTING ASPH,t
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (Of ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
STD. PLAN - 101 ti`C o
i :1-I + PUBLIC WORKS
�o$ DEPARTMENT
PUBLIC CURB AND GUTTER DETAILS
NTS
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CURB AND GUTTER PPRO21,D:REPLACEMENT DETAIL g- 1*lfff__
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SC.r WALK
+ PUBLIC WORKS
�FNTO� DEPARTMENT
CITY OF
RENTON
Planning/Building/Public Works Dept.
CELiNT Cp:CREIf
CAM GUTTER
+SEE MOTE 11
TES see STO, PLAN 1062
CEMENT CONCRETE DRIVEWAY
ENTRANCE - TYPE R1
STD. PLAN - 104.1
PT1RD�"I D A
PUBLIC CONCRETE DRIVEWAY DETAILS
NTS CITY OF RENTON
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R-432444
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
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NEW LIFE CHURCH /27/2025 W
15711 152N D AVE SE
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OFF —SITE DETAILS CR-9.
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