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TAL-21 72+51.39, 57.07' LT
PC
TAL-21 72+47.50. 58.41' LT
TAL-21 72+56.34, 24.48' LT ) '\
LP
FL EL: 91.99
EE
> O
D �
No
72+00
CURB RAMP
(LT) LEFT LENGTH (L)
TAL-21 72+38.98. 16.02' LT
O
POINT B
LOW SIDE
(STA)
LOW SIDE
(STA)
DIRECTIONAL CURB RAMP EXAMPLE
NTS
60% SUBMITTAL
R-,WK N
BY I AFRO I DATE
in
w
u)
TALBOT RD S
(TAL-2ILINE)
Jacobs
LEGEND
I
HMA FULL DEPTH
72+80.12, 7 .24' LT
CEMENT CONCRETE
I
LANDSCAPING
TAL-21 724182.54, 60.09' LT
DETECTABLE WARNING SURFACE
TAL-21 7 +84.32, 52.41' LT
CEMENT CONCRETE CROSSWALK
PC I
TAL-21 72+99.08, 50.29' LT
DOWNTOWN CEMENT CONCRETE SIDEWALK
PT
R=8.00'
=73+01
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
N I
LP
73+00 FL EL: 92.57
GENERAL NOTES
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 F-40.12-03
O2 PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04
0SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F40.16-03
(D 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
314
PT
iO
TAL-21 72+37.56, 15.98' LT
TAL-21 72+59.94, 29.66 LT
25.00'
27.52'
63003'51"
92.37
92.19
92.09
91.99
92.32
O
TAL-21 72+59.84, 29.65' LT
TAL-21 72+55.37, 43.14' LT
10.00'
15.81'
90034'22"
92.32
32.48
92.63
92.78
92.94
O
TAL-21 73+05+84, 28.79' LT
TAL-21 73+07.42, 15.98' LT
6.50,
18.83'
165°57'56"
92.84
92.69
92.64
92.61
92.57
®
TAL-21 73+05.84, 28.79' LT
TAL-21 73+11.92, 31.52' LT
10.00'
4.90'
28"03'49"
92.94
93.02
93.11
93.21
93.31
CURB RAMP TABLE
LEFT
RIGHT
CURB RAMP
WING
WING
LENGTH AT
RAMP TYPE
RAMP
RAMP WIDTH
POIMA(STA)
POINfTB(STA)
S7%
S2%
S3%
S4%
S50%WS6%oS7%
SB%
S9%
WIDTH
WIDTH
CEMER
MI
MI
MISINGLE
DIRECTIONA
1
0.00'
8.00'TO 10.00'
WA
11.60'
TAL-21 72+38.98
TAL-21 72+56.34
2.00
1.50
1.60
0.50
6.50
WA
WA
WA
SINGLE DIRECTION A
2
WA
8.00,
0.00,
5.56'
TAL-2173+01.23
TAL-2173+07.42
0.73
0.50
1.40
1.50
7.50
WA
WA
WA
0' 10, 20'
SCALE: 1"=10'
pt q'ABBa-°
TOy,
"`"
A. VILPR
P. ENG
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
NovEMBERzozi
DRAM:
D.WILCOX
KingCount
L9
RENTON SEGMENT
CHECKED:
PROUECTNO:
DRAWING NO .
S. FORMAN
EW566E18
METRO
INTERSECTION GRADING & CURB RAMP PLAN
106.14
m'�AONAL8�0
TALBOT RD S & S 37TH ST
CHECKED:
CONmncTND.
SHFEi NO: OF
METRO PROJECT ENGINEER
CXXXXXXXX
187 XXXX
R-4214187