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S 2ND ST
S6 Cn O
A
4' X 4' MIN POINT A
LANDING 2% LOW SIDE
N N MAX (STA)
S5 O S6 S5 S7
A 6
POINT A POINT B D-^
LOW SIDE
r LOW SIDE (STA) F N
In ) � A1 DOfZ
�S300
4 Z
(LT) LEFT S1 I (RT) RIGHT (LT) LEFT S1 (RT) RIGHT
-I(W) WIDTH I (W) WIDTH
PERPENDICULAR CURB RAMP EXAMPLE
N.T.S.
60% SUBMITTAL
R-, I K N
BY I AFRO I DATE
0
POINT B
LOW SIDE
(STA)
PARALLEL CURB RAMP EXAMPLE
N.T.S.
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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
OPARALLEL 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
dO 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
314
PT
0
2ND 19+81.63, 49.86' LT
2ND 20+00.21, 88.32' LT
25.00'
52.34'
119°56'41"
31.62
31.51
31.39
31.28
31.17
O2
2ND 20+00+21, 88.32' LT
2ND 19+97.25, 98.48' LT
20.00'
10.78'
30°53'46"
31.17
31.15
31.12
31.10
31.08
3O
2ND 20+55.45, 49.59' LT
2ND 20+35.73, 85.38' LT
25.00'
48.99'
112016'47"
31.68
31.61
31.55
31.48
31.31
4O
2ND 20+35.73, 85.38' LT
2ND 20+37,54, 96.10' LT
20.00'
11,03'
31036'24"
31.31
31.27
31.23
31.19
31.15
CURB RAMP TABLE
LEFT
RIGHT
CURB RAMP
WIN'
WING
LENGTH AT
RAMPTYPE
RAMP
WIDTH
RAMPWIDTH
WIDTH
CENTER
POINT A(STA)
POINT B(STA)
S1%
S2%
S3%
S4%
S5%
S6%
S7%
S8%
S9%
MI
MI(MIND
PERPENDICULAR A
1
7.17'
4.00'
WA
6.13'
2ND 19+90.11
2ND 19+93.79
0.86
6.28
7.85
WA
1.50
1.50
0.18
0.18
WA
PERPENDICULAR A
2
WA
4.00'
6.14'
7.55'
2ND 20+01.95
2ND 19+99.69
0.86
7.50
WA
7.30
1.18
0.18
1.50
1.50
WA
PERPENDICULAR A
3
7.17'
4.00'
6.14'
8.26
2ND 20+34.67
2ND 20+36.30
0.51
6.98
6.47
8.66
1.50
1.50
1.00
1.00
WA
PARALLEL A
4
7.00'
5.00,
8.00,
7.25'
2ND 19+87.73
2ND 19+82.71
0.50
1.50
6.62
6.73
0.50
6.63
6.73
1.50
1.50
P. ENG
L9 King County
METRO
PNaE6EI
E00588E18
METRO PROJECT ENGINEER ICXXX%RRXX
N
0' 10, 20'
SCALE: 1"=10'
METRO TRANSIT CAPITAL DIVISION "'
RAPIDRIDE I LINE NOVEMBER 2021
RENTON SEGMENT DRRWIXENO
NTERSECTION GRADING & CURB RAMP PLAN 106.03
S 2ND ST & SHATTUCK AVE S SHM'N°OF
76 XXXX
R-4214176