HomeMy WebLinkAboutR-4214182] 16+00 TALBOT RD S (SR 515)
Ll - ~ - - (TAL-B-LINE) - —
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S6
N�N
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S3
S4
(LT) LEFT
Si
(RT) RIGHT
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TAL-B 15+68.44, 71.99' RT
PC /
TAL-B 15+71.42. 75.46' RT
O
POINT A
LOW SIDE
(STA)
55 S7 O
POINT B
LOW SIDE
(STA)
PARALLEL CURB RAMP EXAMPLE
N.T.S.
T.
�•
Ir
d
r
TAI
PT
R=5
TAL-B 15+78.20
PC
O
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
DOWNTOWN CEMENT CONCRETE SIDEWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
GENERALNOTES
1. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
2. UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
3. FOR MEDIAN DETAILS, SEE CIVIL DETAILS.
INTERSECTION NOTES
0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03
QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04
(D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03
4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
CURB RETURN SCHEDULE
RETURN
PC -STA, OFFSET
PT -STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
1 3/4
1 PT
O
TAL-B 15+68.44, 71.99' RT
TAL-13 16+07.21, 41.70' RT
35.00'
51.29
83-49'03"
34.27
1 33.81
1 33.49
1 32.97
1 32.45
CURB RAMP TABLE
LEFT
RIGHT
CURB RAMP
WIN'
WING
LENGTH AT
RAMPTYPE
RAMP
RAMPWIDTH
POINTA(STA)
POINTB(STA)
S7%
S2%
S3%
S4%
S5%
S6%
S7%
S8%
S9%
WIDTH
WIDTH
CENTER
MI
MI
MI
PARALLEL B
1
7.94'
6.76'
WA
8.00'
TAL-B 15+80.72
TAL-B 15+75.80
1.50
1.50
2.21
WA
1.90
2.90
WA
1.50
WA
0' 10, 20'
SCALE: 1"=10'
o "` METRO TRANSIT CAPITAL DIVISION
60 /o SUBMITTAL DRAM
Jacobs AVILUR P. ENG RAPIDRIDE I LINE NOVEMBER 2021
``�, King County
C. WILCOX
CHECKED: PROUECTNo: RENTON SEGMENT DRAWING NO.
it
S. FORMAN EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.09
No. R-,WK rtd BY APPD DATE cNccxm: caxmAcrxD. TALBOT RD .S sxFF*no: of
METRO PROJECT ENGINEER CXXXXXXXX 182 XXXX
R-4214182