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4' - D" MIN. - A 4' - 0" MIN_ } A
SEE GQdTFAOT PLANS SEE CONTRACT PLANS
(D JOINT
EXPANSION FEDESTRIAN CURB - 18" {IN) EXPANSION
JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE
STANDARD PLAN F-30.10 TANDARD PLAN F-30.1G
I
0 LANDING LANDING
W _
U SIDEWALK
CURS AND GUTTER
+ \ SI❑EVVALK
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CURB AND GUTTER �
CURD RAMP
CURB RAMP CURB RAMP
4' - D" mIN.
SEE CONTRACT PLANS � DETECTABLE WARNING SURFACE -- 4, - �' MIN.
I SEE STANDARD PLAN F45.10 SEE CONTRACT PLANS
FACE OF CURB FACE OF CURB
DEPRESSED CURB AND GUTTER
PLATY VIEW DETECTABLE WARNING SURFACE
TYPE PARALLEL A SEE STANDARD PLAN F-46.i
) 4'-9" MIN. i
SEE CONTRACT PLANS
CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVI❑E
CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. ir
CEMENT CONCRETE PEDESTRIAN -LANDING
CURB - SEE NOTE 9
SECTION
1; - D" MAX, (TYP,a 4' -0" MIN. 15. -??' MAX. (TYP.)
SEE NOTE 7' SEE. CONTRACT PLANS SEE NOTE Z
SIDEWALK GRADE BREAK { - GRADE BREAK
1
I
CURB RAMP
� F
CURB RAMP LANDING
N8" EXPANSION JOINT (TYP.) - 1
SEE STANDARD PLAN F-30,10
SECTION
EI
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL A" PAY LIMIT - SEE NOTE 6
ISOMETRIC VIEW
TYPE PARALLEL A PAY LIMIT
WSDOT PARALLEL CURB RAMP F-40.12-03
NOT TO SCALE
0
0
�O a
Know what's below.
Call before you dig.
OF WASa,; ' f
+PECISTEgE9
�sSIONAL �1
09/10/2024
MOTES
1.
At marked crosswalks, the connection between the landing and the
P1=DE TRIAN CURB -
roadway must be contained within the width of the crosswalk markings.
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 Cutter 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- 0.10 for Cement Concrete Sidewalk Details.
SEI= STANDARD PLAN P-45_10
See Contract Plans for width and placement of sidewalk.
6.
The Bid Item "Cement Concrete Curb Ramp Type " does not include
rL DEPRESSED CURB AMID GUTTER the adjacent Curb. Curb and Cutter, Depressed Curb and Gutter,
CROSSWALK pedestrian Curb, or Sidewalks.
7. The Curb Ramp length Is not required to exceed 15 feet (unless otherwise
shown In the Contract Plans). When applying the 15-foot max. length,
PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single
TYPE PARALLEL B t t I fram b tt f t t f t t h' t th 'cf Ik
- GRADE BREAK
GOUNTER SLOPE TOP OF
5.6°�� RDA DVVAY
DEPRESSED CURB AND GUTTER
PLANSEE STANDARD PLAN F-10.12
AND NOTE 6
cor}s an -.I- c om c ramp a ap o rarr)p a ma c in o e si e a
over a horizontal distance of 15 feet. Do not include abutting landing(s) in
the 15-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 Pump andlor Landing will be at the same elevation as the Curb
Damp or Landing and there will be no material to retain.
4"-0 MIN. 15'-0" MAX. (TYP.) LEGEND
)NTRACT PLANS SEE NOTE 7
SLOPE IN EITHER DIRECTION
GRADE BREAK SIDEWALK 1.5° OR FLATTER RECOMMENQJ=_Q FOR
GRADE BREAK DESIGNIFORM OR (2% MAX.)
CL
v 7k 7,5°Io OR FLATTER RECQMMENDEL) FOR DESIGNI
. , ... FORMWORK (8.3% MAX.} - SEE NOTE 7
CURB RAMP
PEDESTRIAN CURB - LANDING
SEE NOTE 9
SECTION (�)
{ALONGINSIDE RADIUS AT BACK OF WALKWAY)
1
1
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT - SEE NOTE 6 7�
T A C O M A S E A T T L E
S P O K A N E T R I -CITIES 2
2215 North 30th Street, Suite 300 Tacoma, WA 98403 1
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO.
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
3+8" 'IN) EXPANSION JOINT (TYR)
SEE STANDARD PLAN F-30.10 �
ov 'IMA
` f S T 8
ON/� A 1
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Zeller. Sccu
Jun 24 016 7.19 AM
PARALLEL CURB RAMP
STANDARD PLAN F-40.1-0
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
carpenier,lelr.
&' AMCM, dun 29 2016 2-27 PM
STATE DESIGN ENGINEER
AWL
CUP Washington 51o1C Doporlmont of Transportution
SURVEYED:
DESIGNFt / R1
REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: I GB
REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECI§K/ MW
REVISION BY DATE APPR I APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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FRONT VIEW
51aE VIED
NiOTE`J
I. 11157AL-LATION OF H.D.C'D.U. INCLUDING
COH�I`iZMON OF WE WILL &r= VV>e
5Y t1.5. f d5TAL. MICE:.
NDCBU MAILBOX
NOT TO SCALE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
WFIGl• 5012WO ] 'DELI_ L
CoL.L"ECTI Off! E> X UNIT
•
- CITY OF
RENTON
Planning/Building/Public Works Dept.
U.S.P.O. Neighborhood Delivery and
Collection Box Unit 0+i dbox) Installation
A, DOTTED
7a crry of REmm
LST DATE:1-Aug•87
r DWO NAME: HR-06 SP PAGE: 11026
R-427821
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
HHuynh 12/04/2024
MAPLE HIGHLANDS
AHBL JOB #2221005.10
ROAD NOTES & DETAILS
DATE:
9/6/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C3.13
SHEET: 21 OF: 39
R- C3.13
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