HomeMy WebLinkAboutR-42782200
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LANDING
GRADE BREAK -
SEE CONTRACT PLANS -
4' - 0' MIN.
CEMENT CONCRETE
SIDEWALK - SEE DOTE 5
FLARE (TYi'.)
3l8ff' EXPANSION
,JOINT (TYP.) SEE
STANDARD PLAN F-30.10
GRADE BREAK
CURB. OR CURB
AND GUTTER -- -
5EE NOTE 4
FACE OF CURB
MEASURED PARALLEL
TO CURB (TYP,)
SLOPE TREATMENT -
SEE STANDARD PLAN F-30.10
CROSSWALK
CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A
CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN.
LANDING TO MATCH CURB RAMP
LANDING I VADTH - SEE CONTRACT PLANS
GRADE BREAK I
cuRa RAMP
FF- CONTRACT PLANS � CEMENT CONCRETE GRADE BREAK
4'- 4" MIN-
SIDEWALK - SEE NOTE 5
PROVIDE SMOOTH TRANSITION
TO SIDEWALK WIDTH' _ q"
(TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT
4- - 0" MIN. PLANS } 4'- 0" MIN.
3/8" EXPANSION BUFFER. WIDTH - MATCH
JOINT (TYP.) - SEE yr TO CURS RAMP DEPTH
CURB RAiv1#� STANDARD PLAN F-30.10 {TYP.}
GRADE
BREAK TRANSITION TO SIDEWALK BUFFER, IF 'k "
PRESENT, OR TO BACK OF CURB (TYP.) -• "
SEE CONTRACT PLANS
wr
-- -- - CEMENT CONCRETECURB. DR CURB AND CUTTER PEDESTRIAN CURB -
- - " -
DETECTABLE WARNING SURFACE - SEE NOTE 4 I SEE NOTE 4
IS
SEE STANDARD PLAN F45.10 I
DETECTABLE WARNINO SURFACE v
FACE OF CURB SEE STANIDARD PLAN F-45.10
_ DEPRESSED CURB AND GLITTER - DEPRESSED CURD AND GUTTER
SEE NOTE 4 CROSSWALK
L
PLAN VIEW
TYPE PERPENDICULAR A
LANCING
CEMENT CONCRETE
;.1 CONTRACTION JOINT (TYP.) -- SEE STANDARD PLAN F-30.10
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. CC. PLAN VIEW
DETECTABLE WARNING SURFACE
SEE STANDARD PLAN F-46.10
4' - 0" MIN. I-
15" - 0" MAX. {TYP.)
SEE CONTRACT PLANS
7k
CURB RAM
SEE NOTE 7
GRADE BREAK
P k
1
P CL
1
SECTION
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR "A" PAY LIMIT SEE
DETECTABLE WARMING SURFACE
SEE ^STANDARD PLAN F-45,10
DEPRESSED CURB AND GUTTER
SEE MOTE 4
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4
CURB RADIUS DETAIL
TYPE PERPENDICULAR B
(SHOWN WITH BUFFER)
GRADE BREAK
COUNTER SLOPE }
5.0% MAX.
TOP OF ROADWAY
DEPRESSED CURB AND GUTTER -
SEE STANDARD PLAN F-10.12
ISOMETRIC MEW
TYPE PERPENDICULAR ►4 PAY LIMIT
WSDOT PERPENDICULAR CURB RAMP F-40.15-04
NOT TO SCALE
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09/10/2024
CEMENT CONCRETE GARB RAMP "TYPE
PERPENDICULAR "B" PAY LIMIT
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 N0.
NOTES
1. At marked crosswalks, the connection between the curb ramp and the road-
way must be contained within the width of the crosswalk markings.
. Where "GRADE BREAK" is called out, the entire length of the grade break
between the two adjacent surface planes shall be flush.
S. Do not plane Gratings, .Junction Bones, Access Covers, or other appurten-
ances on any part of the Curb Ramp or Landing, or in front of the Curb
Ramp where it connects to the roadway.
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.
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
Contract Plans for width and placement of sidewalk.
0. 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 shown
otherwise in the Contract Plans). When applying the 15-foot max- length,
the running slope of the Curb Ramp is allowed to exceed 8.81'/o. Use a
single constant slope from bottom of ramp to top of ramp to match into
the landing over a horizontal distance of 15 feet. Do not include the
abutting landing in the 15-foot max. measurement.
8. Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
9. Pedestran Curb may be omitted if the ground surface at the back of the
Curb Ramp andior Landing will be at the same elevation as the Curb
Ramp or Landing and there will not be material to retain.
LEGEND
SLOPE IN EITHER DIRECTION
1.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK {29A MAX.)
7.5% OR FLATTER RECOMMENDED FOR
DESIGNI-FORMWORK (8.3% MAX.}
9.59% OR FLATTER RECOMMENDED FOR
ik iC ' C DESIGN{FORMWORK (10% MAX.)
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
ct ok
1 S T YW"'
Qigltslly Sglled by fi_ Scott Zeller
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.1544
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Date, 2020,09.25
14 A4.37-07'00'
STATE DESIGN ENGINEER
CFOWashinglon Smta Doporlmanl of Transportation
SURVEYED:
DESIGNFI
� / RI
REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: GB
REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHEII§K/ MW
REVISION BY DATE APPR APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE IN
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
LXIC iI[NG ASt-'HA
PAVEMENT
SAWCUT
(SEE !VOTE 2)
RTFRIAI STREET MINIM
7" HMA (or ACP Class 0)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDEN -RAL STREET MINIMUM
4" HMA (or ACP Clc= B)
(SEE NOTE 1), OWR
6" CRUSHED ROCK
NOTES-
1. MUST MATCH EXISTING THICKNESS IF GREATER
2. SAWCUT SHALL BE POSITIONED 1' -- 4" BEYOND EDGE OF
DAMAGED PAVEMENT.
3, THE INTENT 0i= THIS DESICN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 1HE GUTTER FACE, SEE STANDARD PLAN!
FOR CEMENT CONCRETE CURBS.
I
* PUBLIC WORKS
i DEPARTMENT
. o
CURB AND GUTTER
REPLACEMENT DETAIL.
CURB AND GUTTER REPLACEMENT
NOT TO SCALE
•
uR CITY OF
RENTON
Planning/Building/Public Works Dept.
STD]. PLAN - 103
R-427822
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
AHBL JOB #2221005.10
ROAD NOTES & DETAILS
DATE:
9/6/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C3.14
SHEET: 22 OF: 39
R- C3.14
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