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PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M.
4'-0"MIN. - A 4'-0"MIN. -
3/8" EXPANSION PEDESTRIAN CURB
SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS
JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE
STANDARD PLAN F-30.10 STANDARD PLAN F-30.10
LANDING LANDING
B SIDEWALK
CURB AND GUTTER * l
SIDEWALK
CURB RAMP CURB AND GUTTER
CURB RAMP CURB RAMP
4'-0"MIN.
SEE CONTRACT PLANS 7
DETECTABLE WARNING SURFACE 4' - 0" MIN. -
SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS
FACE OF CURB7 FACE OF CURB
DEPRESSED CURB AND GUTTER
CROSSWALK
0� PLAN VIEW DETECTABLE WARNING SURFACE
U_ TYPE PARALLEL A SEE STANDARD PLAN F-45.10
m 4' - 0" MIN.
z I SEE CONTRACT PLANS
Pacific
Civil En yinee elrf y �
Planning Can al lrri r ;
1O CONTRACTION JOINT (TYP.) SEE STANDARD PLAN F-30.1
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC.
15' - 0" MAX. (T`
SEE NOTE 7
SIDEWALK GRADE BREAK
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CEMENT CONCRETE PEDESTRIAN
CURB - SEE NOTE 9 >
4' - 0" MIN. 1 15'- 0" MAX. I
CC UUN I K/AU I Y'LHIN
SEE NOTE 7
GRADE BREAK
IF- '-- CURB RAMP LANDING \
3/8" EXPANSION JOINT (TYP.)
SEE STANDARD PLAN F-30.10
SECTION B
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETP ""�""""� T""r
PARALLEL A" PAY
' LANDING
SECTION 0
CURB RAMP
TYPE PARALLEL A PAY LIMIT
1 %_/ 1,Le
I1
CROSSWALK
NOTES
1. At marked crosswalks, the connection between the landing and the
roadway must be contained within the width of the crosswalk markings.
PEDESTRIAN CURB -
SEE NOTE 9
2. Where "GRADE BREAK" is called out, the entire length of the grade
break between the two adjacent surface planes shall be flush.
3- Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
nances on any part of the Curb Ramp or Landing, or in the Depressed
Curb and Gutter where the Landing connects to the roadway.
3" R.
4. See Contract Plans for the curb design specified. See Standard Plan
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
Pedestrian Curb details.
DETECTABLE WARNING SURFACE -
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.
SEE STANDARD PLAN F-45.10
See Contract Plans for width and placement of sidewalk.
DEPRESSED CURB AND GUTTER
6. The Bid Item "Cement Concrete Curb Ramp Type does not include
_"
the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter,
Pedestrian Curb, or Sidewalks.
7'
The Curb Ramp length is not required to exceed 15 feet (unless otherwise
PLAN VIEW shown in the Contract Plans). When applying the 15-foot max. length,
TYPE PARALLEL B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single
- GRADE BREAK
COUNTER SLOPE
TOP OF
5.0% Mom= / ROADWAY
DEPRESSED CURB AND GUTTER
SEE STANDARD PLAN F-10.12
AND NOTE 6
PEDESTRIAN CURB
SEE NOTE 9
constant slope from bottom of ramp to top of ramp to match into the sidewalk
over a horizontal distance of 15 feet. Do not include abutting landing(s) in
the15-foot max. measurement. When a ramp is constructed on a radius, the
15-foot max. length is measured on the inside radius along the back of the
walkway.
8. Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
9. Pedestrian Curb may be omitted if the ground surface at the back of the
Curb Ramp and/or Landing will be at the same elevation as the Curb
Ramp or Landing and there will be no material to retain.
4' - 0" MIN. 15- 0" MAX. (TYP.) LEGEND
EE CONTRACT PLANS SEE NOTE 7
SLOPE IN EITHER DIRECTION
GRADE BREAK SIDEWALK * 1 50/ OR FLATTER RECOMMENDED FOR
GRADE BREAK
LANDING
DESIGN/FORMWORK (2% MAX.)
* * * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/
FORMWORK (8.3% MAX.) - SEE NOTE 7
CURB RAMP
SECTION C
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT - SEE NOTE 6
2 3RD ROUND REVISIONS PER CITY COMMENTS
1 1ST ROUND REVISIONS PER CITY COMMENTS
NO. I REVISION
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
SUR pRYco
DESIGNED.
o LARSEN
AJL
5/8/18
JF
DRAwNe
E. MARSHALL
AJL
1 /10/1
JF
cHECIm
J. FENG
BY
I DATE
I APPR
APPRO"Im, FENG
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
3/8" (IN) EXPANSION JOINT (TYP.) —
SEE STANDARD PLAN F-30.10
VEIMCJIL, NAVD 1
HORIZONTAL; NAD 1983 1991
DATUM
PARALLEL CURB RAMP
SHEET 1 OF 1 SHEET
06/29/16
0CITY OF
.4,RRENTON
Planning/Building/Public Works Dept.
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R-397417 I Q
IN COMPLIANCE WITH CITY OF RENTON STANDARDS n
CEDAR RIDGE SHORT PLAT
DETAILS
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8-8-2017
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