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PER SURFACING SECTION
SEE SHEET C3 31
NORTHERN VAL T
NORTH VAUL TACCESS ROAD
SCALE- 1:5
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4'-0"MIN. -
SEE CONTRACT PLANS
3/8" EXPANSION
JOINT (TYP.) -SEE
STANDARD PLAN F-30.10
� LANDING
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PER C.O.R. S._
SEE SHEET C3.42
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JLIV/ILL/ UV/Yli/IL /L I V/'1L/►I/1 /. UL//YLi/IL /L
BE A MIN 6" DEPTH AND ABLE TO SUPPORT
FIRE TRUCK LOADING AND OUTRIGGER SUPPORT.
SOUTHERN VAL T
SOUTH VA UL TA CCESS ROAD
SCALE- 1:5
4' - 0" MIN. - A
3/8" (IN) EXPANSION SEE CONTRACT PLANS
PEDESTRIAN CURB JOINT (TYP.) - SEE
SEE NOTE 9 STANDARD PLAN F-30.10
\ _ LANDING
B SIDEWALK
CURB AND GUTTER
SIDEWALK
CURB RAMP
4' - 0" MIN.
SEE CONTRACT PLANS
FACE OF CURB
CROSSWALK
PLAN VIEW
TYPE PARALLEL A
CURB AND GUTTER
CURBRAMP CURB RAM
DETECTABLE WARNING SURFACE - 4' - 0" MIN.
7
SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS
DEPRESSED CURB AND GUTTER FACE OF CURB
O 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. (TYP.)
SEE NOTE 7
SIDEWALK GRADE BREAK
CEMENT CONCRETE PEDESTRIAN
CURB - SEE NOTE 9
4' - 0" MIN.
CONTRACT PLANS
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
1_ 4'-0"MIN. _1 /
SEE CONTRACT PLANS
a
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LANDING
SECTION O
15'- 0" MAX. (TYP.)
SEE NOTE 7
GRADE BREAK
CURB RAMP LANDING
3/8" EXPANSION JOINT (TYP.) -
SEE STANDARD PLAN F-30.10
SECTION O
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL A" PAY LIMIT - SEE NOTE 6 ? \
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/
CURB RAMP
ISOMETRIC VIEW
TYPE PARALLEL A PAY LIMIT
1 1 CONSTRUCTION RECORD DRAWINGS
•ra
20'
.;UV/ILL/ LiV/YLi/IL /L /IV/1UII/'1 /. liV/YLd IL /L J///1LL
BE A MIN 6" DEPTH AND ABLE TO SUPPORT
FIRE TRUCK LOADING AND OUTRIGGER SUPPORT.
SOUTHERN VAUL T
SOUTH VAUL TACCESS A
NOTES
1.
At marked crosswalks, the connection between the landing and the
PEDESTRIAN cuR6
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 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.
6.
The Bid Item "Cement Concrete Curb Ramp Type " does not include
`DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, 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 constant slo e from bottom of ram to to of ram to match into the sidewalk
P P p p
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
GRADE BREAK
15-foot max. length is measured on the inside radius along the back of the
SLOPE
walkway.
COUNTER TOP OF
5.0% MomROADWAY
8. Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
DEPRESSED CURB AND GUTTER -
9. Pedestrian Curb may be omitted if the ground surface at the back of the
SEE STANDARD PLAN F-10.12
Curb Ramp and/or Landing will be at the same elevation as the Curb
AND NOTE 6
Ramp or Landing and there will be no material to retain.
4' - 0" MIN.
15' - 0" MAX. (TYP.)
LEGEND
SEE CONTRACT PLANS
SEE NOTE 7
SLOPE IN EITHER DIRECTION
GRADE BREAK
SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR
GRADE BREAK
DESIGN/FORMWORK (2% MAX.)
7.5% OR FLATTER RECOMMENDED FOR DESIGN/
FORMWORK (8.3% MAX.) -- SEE NOTE 7
CURB RAMP
PEDESTRIAN CURB - - LANDING
SEE NOTE 9
SECTION O
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT - SEE NOTE 6 7\
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
3/8" (IN) EXPANSION JOINT (TYP.) -
SEE STANDARD PLAN F-30.10 cod®'�
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, Scott
Jun 2
Jun 4 2016 7:19 AM
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PARALLEL CURB RAMP
STANDARD PLAN F-40.12-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Carpenter, Jeff
ea?,A&tte4, P# Jun 29 2016 2:27 PM
STATE DESIGN ENGINEER
F Washington State Department of Transportation
ir
M E M
2/ 13/24
H H H
SURVEYED:
LENN R. SPRAGUE P. L. S.
SCALE:
AS NOTED
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOOR�pE
ONE INCH
CHECKED:
HOLL/ HEAVRIN
AT L S IF NOT NCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
HOLL/ H. HEA VR/N P. E.
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
;,R CITY OF
IRNIV
RENTON
SCALE- 1:5
ASBUIL T NOTE
THE ASBU/L T INFORMATION DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVEY
INFORMATION PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY SITE CONTRACTOR,
GOOOFELL0W BROTHERS, ON ✓ANUARY 29TH,
2024. GOOOFELLOW BROTHERS /ND/CA TES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THE/R SURVEY. CORE DESIGN HAS
Rf-Wf-WED THE INFORMATION PROVIDED FOR
GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE NFORMA TION /S /N
ACCORDANCE WITH THE OBSERVED FIELD
CONDITIONS.
�pK INS h,
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LANDSCAPE ARCHITECTURE
Z• PLANNING
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DESIGN SURVEYING
• ISTER
TONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2„3,24 R-417948
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
PAGE:
211JI24
Planning/Building/Public Works Dept. STORM DRAINAGE C04.35
DETAILS SHEET: 48 oF:107
CONSTRUCT/ON RECORD DRA WINGS
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