HomeMy WebLinkAboutR-4214189=3
1
TAL-21 88+86.37, 21.92' LT
LP
}
FL EL:,08.44
❑
1
m
OD
TAL-21 89+10.40, 5.00' LT
TAL-21 89+20.40, 5.00' LT
TAL-21 89+10.40, 2.00' LT DWS 4
TAL-21 89+20.40, 2.00' LT
0
89+00- O
e-
TAL-21 89+14.28, 2.00' RT
a TAL-21 89+14.28, 5.00' RT TAL-21 89+24.27, 2.00' FIT
DWS
60
I a � • y d
TAL-21 89+05.68, 21.99' RT
LP
FL EL: 108.43
60% SUBMITTAL
R-,WK N
BY I AFRO I DATE
Jacobs
TALBOT RD S
(TAL-2I-LINE)
I=
TAL-21 89+24.28. 24.71' RT
A. VILLAR P. ENG
�cyp DRAWN:
Tp
% C. WILCOX
4 CHECKED: PROJECTNO:
Np
p.�a pTgtyg4p0 CHECKED N CoRnRKE18
'TIpHAy$� CHECKED: LIXIiFACi IYJ
METRO PROJECT ENGINEER CXXXXXXXX
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
PC -STA, OFFSET
PT-STA,OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
IRETURN
Oi
TAL-21 88+94.28, 5.00' LT
TAL-21 88+94.31, 5.00' RT
5.00,
15.71'
180924'19"
108.84
108.85
108.88
108.86
108.84
O2
TAL-21 89+24.28, 5.00' LT
TAL-21 89+24.28, 5.00' RT
5.00'
15.71'
180000'00"
1 109.38
109.48
1 109.58
1 109.46
109.37
0' 10, 20'
SCALE: 1"=10'
METRO TRANSIT CAPITAL DIVISION DARE
RAPIDRIDE I LINE NOVEMBER2021
King County
RENTON SEGMENT DFAWIHEHO
METRO INTERSECTION GRADING & CURB RAMP PLAN NC6.16
TALBOT RD S sHE
189 XXXX
R-4214189