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TALBOT RD S (SR 515)
13+00 B-LINE)
Q v N
L
GO
W z
U -D S3
O
POINT A
LOW SIDE
(STA)
S7
POINT B
LOW SIDE
l
(STA)
^
(LT) LEFT I Si I (RT) RIGHT
PARALLEL CURB RAMP EXAMPLE
N.T.S.
60% SUBMITTAL
R-,WK N
0
BY I AFRO I DATE
14+00
--moo
Jacobs
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
OPARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03
OPERPENDICULAR 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 F45.10-02
CURB RETURN SCHEDULE
RETURN
PC-STA, OFFSET
PT-STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
O
TAL-B 13+36.66, 42OV LT
TAL-B 13+67.42, 68.47' LT
35.00'
45.60'
74038,26"
35.17
35.36
35.55
1 35.74
35.93
O2
TAL-B 14+02.90, 79.2T LT
TAL-B 14+34.27, 41.00' LT
35.00'
57.47'
94004'49"
35.54
35.30
35.05
34.81
34.56
CURB RAMP TABLE
LEFT
RIGHT
CURB RAMP
WING
WING
LENGTHAT
RAMPTYPE
RAMP
WIDTH
RAMP WIDTH
WIDTH
CENTER
POINTA(STA)
POINTB(STA)
Si%
S2%
S3%
S4%
S5%WS6%bS7%
S8%
S9%
MI
MI
MIPARALLEL
A
1
7.94'
5.28'
10.59'
8.00'
TAL-B13+54.25TAL-B13+58.12
1.50
1.50
4.57
6.40
1.908.20
1.50
1.50
PARALLEL A
2
11.91,
5,28'
7.94'
8.00,
TAL-B 14+11.54
TAL-B 14+15.23
1.50
1.50
5.91
4.54
1.905.80
1.50
1.50
AAILLAR
P. ENG
DRAVM�
C. WILCO%CHECKE
L9 King County
it
S. FOR °
S.ECKED
PRaE00566EI8
METRO
CONTRkE18CHECKED: LIXIiFACi NJ'.
METRO PROJECT ENGINEER
CXXXXXXXX
0' 10, 20'
SCALE: 1"=10'
METRO TRANSIT CAPITAL DIVISION "'
RAPIDRIDE I LINE NOVEMBER 2021
RENTON SEGMENT DRRWINDNO
NTERSECTION GRADING & CURB RAMP PLAN 106.08
TALBOT RD S DHEE'NDOF
81 XXXX
R-4214181