HomeMy WebLinkAboutR-421018w
a
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1 /2"' R.
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I
6 1/2'-
-5 1/2"
y 1"
FACE OF CURB
1 " R. 1:24
T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
TOP OF
ROADWAY
FACE OF ADJACENT CURB
6 1/2"l FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
V-6"
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
318'
►-1
9 oil
A oil 1p
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
TOP OF
ROADWAY
6" CEMENT CONCRETE
112" R. 1" R SIDEWALK RAMP
VARIES OR LANDING
FROM l
6" TOO
T
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 1/2"
I
2"
1
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
11
TOP OF
ROADWAY
1'-6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
1/2" R.
FACE OF ADJACENT CURB 1
GUTTER SURFACE
I
5 1/2" 1"
1" R
FACE OF CURB
$ 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 & Gutter Section, see Standard Plan 104.2
TOP OF
ROADWAY
STD. PLAN — 101
PUBLIC WORKS CEMENT CONCRETE CURBS
�0 DEPARTMENT IT 111r, I
6" RAISED EDGE DETAIL
LEVEL 112' EXTEND SIDEWALK TRANSVERSE
11W OM R. JOINTS TO INCLUDE RAISED EDGE
a
1'-0" 6"1 SIDEWALK
1'-01 1'-0"
ROU DING I2-0%J 1 1f2" (IN) R (TYP.)
I
SEE RAISED EDGE
SIDEWALK DETAIL - THIS SHE TYPICAL UNDE
ALL CUT MIN. SIDEWALK
SLOPES WITH RAISED EDGE
112- (IN) R. (TYP.)
1 2.0% 1 ;t FOR CURB DETAILS
SEE STD PLAN 101
BRIDGE OR PEDESTRIAN
RAILING
2' - 0" SIDEWALK
ADJACENT TO CURB t' _ 0' t 0' MIN
ROU DING 1/2- (IN) R. (TYP.)
2-0% 1 a 1.596
ob"oe'
�on �
BARRIER - SEE
SIDEWALK
CONTRACT PLANS
1r2' (IN) R. rrYP.)
FLUSH
15
47L
-%
VERTICAL WALL -
N �• 1�wr
,Try; ;
-
SEE DETAIL
e
318- (IN) PREMOLDED
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL
FOR SIDE
TREATMENT
"SEE
SIDEWALK BUFFER STRIP
THFR
(SEE NOTE 10)
SIDEWALK
1/2' (IN) R.
SECTIONS 1
(TYP )
'a
1.5°/. 1.5% MIN.
-
•'
FOR CURB DETAILS
SEE STD PLAN 101
1/2"
ADJACENT TO CURB
(STEEP FILL SLOPES)
ALL OR BARRIER
I SIDEWALK
L.3R)"(IN)
PREMOLDED
JOINT FILLER
SIDEWALK ADJACENT TO WALL DETAIL
FOR CURB DETAILS
SEE STD PLAN 101
r
-x' • ,/i `V V ,, �
hil- "'* �'o
U'
FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED , a
t0 , 6" ADJACENT TO BUFFER STRIP � / q�
06
,0
3/8' (IN) PREMOLDED JOINT FILLER
TYPICAL WHERE APPLICABLE
/ FOR CURB DETAILS
SEE STD PLAN 101
,EXJSTING ROADWAY
CRUSHED ROCK BAS
CRUSHED SURFACING TOP COURSE (CSTC)
COMPACT TO 95% MODIFIED PROCTOR
(UNLESS REQUIREMENT WANED BY
ENGINEER) TYPICAL UNDER ALL CURB,
GUTTER S SIDEWALK CSTC UNDER
CURB S GUTTER TO BE 15 THICKNESS OR
MATCH EXISTING ROADWAY CRUSHED ROCK
BASE, WHICHEVER IS GREATER (TYP. FOR
ALL CURB & GUTTER).
1 FINISHED GRADE 1" (IN) BELOW
TOP OF CONCRETE SURFACE
r
FOR CURB DETAILS
SEE STD 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 1D1
f Z 1/8• TO 1/4"
NOTES I
1. Four feet of the sidewalk width shall
be the minimum pedestrian ICONTRACTION
8 D ACTIONALK NOYM • r • ••► a � • r ' •
accessible route (;,AR) free of vertical • ► • �o !
and horizontal obstructions. Gratings, •• , • r • ' •r
._
Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH CURB AND SIDEWALK (SEE STD PLAN 101.1)
Cable Vaults, Pull Boxes and other
appurtenances within the sidewalk s�o
must be flush with surface, and match
grade of the sidewalk.
2. Monolithic Cement Concrete Curb and
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
Standard Plan F-30.10-03. Paved surfaces must comply with
3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable.
3r8- C CONTRACTION JOINT
JOINT AND FINISH
DETAIL • ' • ► .
I� • `',
�' • r
PREMOL O
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
PUBLIC WORKS CEMENT CONCRETE • PLAN - 102
DEPARTMENT SIDEWALK
1 F'f'f2('; F L)
R-421012
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ` �'
IL
yqi 04/21 /2023
O M (A;
�► �i' SURVEYED: SCALE: DATE:
�� �� •"�'�C' 1988
HORIZONTAL; NAD O19 3/1991 CITY O F 3/28/2023
y DESIGNED: T RA N- N G U Y E N DEVELOPMENT PAGE: OOK:
RENTON
.0 Air DRAWN:VR PAGE:
.0 ONE INCH DATUM V43' DRAWING NO:
0�, ,E�>,��t�o CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SIDEWALK DETAILS PLAN C-27.0
IF NOT ONE INCH
S/O,VAL N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEOF: ET:
3/ 6/2023
27 29
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