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AD -READY SUBMITTAL
No. I REVISION
BY I APP'D I DATE
so
(425) 453-5000
1100 112TH AVE NE, SUITE 500
,oacobsBELLEVUE, WA 98004
DESIGNED:
A. VILLAR
DRAWN:
C. WILCOX
CHECKED:
B. HORN
CHECKED:
}
K. CHANG YUEN
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
CURB RAMP GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
3. UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
4. NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF
ARROWS SHOWN ON EXAMPLES.
5. FOR MEDIAN DETAILS, SEE GRADING PLANS.
6. REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH
BUTTONS AND SIGNAL EQUIPMENT.
CURB RAMP NOTES
0 PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12
OPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15
OSINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16
ODETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10
CURB RAMP
LEGEND
HMA (FULL DEPTH AND OVERLAY)
6 °
CEMENT CONCRETE
W W
LANDSCAPING
[0 O o
'0
DETECTABLE WARNING SURFACE
000ooQo0
CEMENT CONCRETE CROSSWALK
- - RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
,B RAMP TABLE
SIT A (STA)
POINT B (STA)
S1%
S2010
S3010
S4%
S5%
S6%
S7%
S8%
S9%
S10%
B 10+72.88
TAL-B 10+69.71
0.27
7.75
7.70
N/A
N/A
0.34
0.30
1.75
1.80
N/A
B 10+40.77
TAL-B 10+43.77
1.32
7.54
7.61
N/A
N/A
1.20
1.72
1.99
1.34
N/A
B 10+50.65
TAL-B 10+54.98
1.30
7.89
7.69
N/A
N/A
1.72
2.00
1.44
1.15
N/A
S7
0
'DINT A
(STA)
LEFT WING
(AT BACK
�4' X 4' MIN
LANDING 2%
MAX
POINT B
(STA)
S5
DEVELOPMENT ENGINEERING
RIGHT WING '
Michael Sippo 09/11 /2024
(AT BACK 0' 10, 20'
OF CURB) (AT FLOWLINE) OF CURB)
DICULAR CURB RAMP EXAMPLE
SCALE: 1" = 10'
NTS
FR-4-214169
METRO TRANSIT CAPITAL DIVISION DATE:
�. King County
METRO
00 rn
S6 cni
N P7
V) 0
o°o°o°o°o°o°
O O O O O 0
000000000000
0000000000000
0 0 0 0 0 0
S1
RAMP
WIDTH
"PIDRIDE 1 LINE JUNE2024
RENTON SEGMENT DRAWING NO:
CURB RAMP PLAN 1 C6.04
S GRADY WAY & TALBOT RD S SHEET NO: OF
169 473
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