HomeMy WebLinkAboutR-421418024+00
- I
S GRADY WAY
(GRA-LINE)
25+27
25+00 S
1
LEGEND
HMA FULL DEPTH
CEMENT CONCRETE
LANDSCAPING
coo 0
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-40.18.03
4O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02
CURB RETURN SCHEDULE
PT -STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
PT
LT
TAL-B 10+70.21, 42.00' LT
35.00'
53.84'
88°07'54"
32.05
31.87
RT
TAL-B 11+52.57, 49.05' RT
105.00'
160.96'
87'49'56"
30.00
29.85
31.34
RT
TAL-B 10+89.18, 46.25' RT
118.00'
59.78'
29°01'44"
30.28
30.38
131.691331/45131.33
31.13
RT
TAL-B 10+86.87, 40.75' RT
71.00'
65.54'
52'58'12"
30.41
30.52
31.32
�. ' I B RAMP TABLE
LEFT
RIGHT
CURB RAMP
WIC'
WING
LENGTH AT
RAMP TYPE
RAMP
RAMP WIDTH
POIINTA(STA)
POINTB(STA)
S7%
S2%
S3%
S4%
S5%
S6%6S7%o
S8%
S9%
WIDTH
WIDTH
CENTER
MI
MIN
MIPARALLEL
A
1
9.93'
5.28'
7.94'
8.00'
TAL-B 10+g3.87
TAL-B 10+g7.64
1.33
1.50
6.37
4.96
1.75
8.20
1.50
1.50
PERPENDICULAR B
2
WA
6.35'
WA
7.00'
TAL-B 10+73.33
TAL-B 10+69.29
1.48
8.00
WA
WA
1.60
1.70
1.50
WA
S6 0
4' X 4' MIN POINT A
+ + LANDING 2% LOW SIDE
NI NI MAX S6 S5 ((STAS7)
I S5 1
A OB POINT B
D- POINT B f d a1 LOW SIDE
<" POINT A LOW SIDE
(STA) = m1 N+ (STA)
x LOW SIDE CO- m
GO(STA) N CO
7777=77w cn
D Z
w S3 S4 v J S3 S4
I (LT) LEFT II0000 Si00000lI (RT) RIGHTI (LT) LEFT e Si (RT) RIGHT
(W) WIDTH(W) WIDTH
0' 10, 20'
PERPENDICULAR CURB PARALLEL CURB RAMP EXAMPLE
RAMP EXAMPLE N.T.S. SCALE:1"=10'
N.T.S.
o "' METRO TRANSIT CAPITAL DIVISION
60 /O SUBMITTAL DRAM
Jacobs AVILUR P. EKG RAPIDRIDE I LINE NOVEMBER 2021
``�, King County
C. WILCOX
CHECKED. PROUECTNN, RENTON SEGMENT DRAWING NO.
it
S. FORMPN EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.07
No. R-,WK N BY APPD DATE `"E`Xm `DNmAD.xo, S GRADY WAY & TALBOT RD S
NEETN OGF
METRO PROJECT ENGINEER CXXXXXXXX 180 XXXX
R-4214180