HomeMy WebLinkAboutR-4214184IIJ
If
No
S6_ S5
a�
Q �
N
r
L
OC Z
D J
c
S3
22+00
uJLN-J
O
POINT A
LOW SIDE
(STA)
S7
O
POINT B
LOW SIDE
OT
(STA)
N
^
(LT) LEFT I S1 I (RT) RIGHT
PARALLEL CURB RAMP EXAMPLE
NTS
60% SUBMITTAL
R-,WK N
BY I AFRO I DATE
TALBOT RD S
(TAL-B-LINE)
I1 A
Jacobs
23+DO
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)
CURB RETURN SCHEDULE
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
iO PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03
(D PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04
(D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.18.03
0 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
RETURN
PC - STA, OFFSET
PT- STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
O
TAL-B 22+04.70, 42.57' RT
TAL-B 22+49.35, 81.92' RT
45.09
65.02'
82"47'05"
32.14
32.26
32.39
1 32.51
32.64
CURB RAMP TABLE
LEFT
RIGHT
CURB RAMP
WING
WING
LENGTH AT
RAMP TYPE
RAMP
RAMPWIDTH
POINTA(STA)
POIINTB(STA)
S7%
S2%
S3%
S4%
S5%
S6%
S7%
S8%
S9%
WIDTH
WIDTH
CENTER
(MIN
(MIN
(MIN
PARALLEL A
1
8.45
5.00,
6.50,
8.00,
TAL-B 22+03.77
TAL-B 21+98.77
0.78
1.50
6.70
6.92
1.00
8.17
6.81
1.50
1.50
PARALLEL A
2
9.22'
5.00,
8.00,
8.00,
TAL-B 22+45.43
TAL-B 22+43.05
0.78
1.50
6.22
5.50
0.42
7.52
6.69
1 1.50
1.50
0' 10, 20'
SCALE: 1"=10'
oe wwe�.o
T°
"`"'""`"
A. VILLPR
P. ENG
._
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
"" -
NOVEMBER 2021
DR)km :
m m
cWILCOXox
.
L9 King County
METRO
RENTON SEGMENT
INTERSECTION GRADING & CURB RAMP PLAN
CHECKED:
S. FORMEN566E18
HRQIECTND:
DRAWING NO.
106.11
m'�AONAL8�0
TALBOT RD S & S RENTON VILLAGE PL
CHECKED
CONTRA`TND'
SHFEi NO' OF
METRO PROJECT ENGINEER
CXXXXXXXX
184 XXXX
R-4214184