HomeMy WebLinkAboutT-404335Y
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RAMP 6
OH - \ OH OH
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S 132ND ST
SW CORNER RENTON AVE S & S 132ND ST RETURN AND ADA RAMP TABLE
NUMBER
TYPE
STATION
OFFSET
FLOWLINE ELEVATION
CURB HEIGHT
DESCRIPTION
CENTER
1
RAMP
201 +01.06
21.30 RT
246.83
in
L=23.80', A=13'38 338'01 "
200+90.08
121.01 RT
2
RAMP
201 +07.06
22.47 RT
246.93
6"
3
1 /2
201 +11.03
23.23 RT
246.99
6'
4
PCC/RAMP
201+22.29
26.34 RT
247.19
6'
L=51.07', R=, 75.00'
A=
0
1916'43'10" 190.19 19 RT RT
5
LANDING
201+33.56
30.97 RT
246.83
0"
6
LANDING
201+39.15
33.64 RT
246.47
0"
7
RAMP
201+44.47
36.41 RT
246.12
6'
8
1 /2
201 +47.03
37.83 RT
245.87
6"
9
3/4
201 +57.90
44.51 RT
245.19
6"
10
PT/MATCH
2O1+68.26
51.96 RT
244.49*
6"
SOUTH ISLAND, RENTON AVE S & S 132ND ST RETURN AND ADA RAMP TABLE
NUMBER
TYPE
STATION
OFFSET
FLOWLINE ELEVATION
CURB HEIGHT
DESCRIPTION
CENTER
11
PRC
201+19.28
6.71 RT
248.41
6"
L=7.10', R=2.50'
=162'40'03"
201 +20.10
4.35 RT
12
1 /2
201 +17.64
3.89 RT
248.54
6"
13
PT
201+20.18
1.85 RT
248.68
0"/6"
14
RAMP
201+28.38
2.12 RT
248.61
0"/6"
15
RAMP
201+34.37
2.32 RT
248.56
6"
16
PC
201 +35.24
2.35 RT
248.55
6"
L=11.88', R=15.00'
A=45'23'38"
201 +34.74
17.34 RT
17
1 /2
201 +40.99
3.70 RT
248.33
6"
18
PT
201 +45.77
7.17 RT
247.92
6"
19
PC
201 +68.67
31.99 RT
245.62
6"
L=4.55', R=1.50'
A=173*40'36"
201 +67.57
33.00 RT
20
1 /2
201 +68.65
34.05 RT
245.65
6'
21
PRC
201 +66.59
34.14 RT
245.68
6'
L=55.01', R=145.00'
A=21'44'17"
200+71.52
143.62 RT
22
1/4
201+55.79
25.62 RT
246.59
6"
23
RAMP
201+46.71
19.64 RT
247.20
0"/6'
24
RAMP
201+41.58
16.67 RT
246.59
0"/6"
25
3/4
201 +32.03
11.85 RT
248.04
6"
END
RAM P
S
250
__oH OH -
5' 2.5' 0 5' 10'
mmo
SCALE: 1 "=5'
CUT
THROUGH
3B
ADDITIONAL CURB RAMP NOTES
1. ELEVATIONS WITH " * " CONTRACTOR SHALL MATCH EXISTING
ELEVATIONS AT EXISTING CURB/SIDEWALK TIE-INS. (APPROXIMATE
ELEVATIONS LISTED).
2. CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP LENGTH TO MEET
RAMP SLOPE REQUIREMENTS PER DETAILS. THE CURB RAMP MAXIMUM
RUNNING SLOPE AT THE BACK OF THE RAMP SHALL NOT REQUIRE THE
RAMP LENGTH TO EXCEED 15-FEET.
3. CURB RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% UNLESS
DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF).
4. LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION UNLESS
DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF).
5. THIS RAMP CONTAINS NON-ADA COMPLIANT ELEMENTS WHICH ARE
DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF) DOCUMENT.
D /
i
CUT\
THROUGH
3A
RAM P 8
5
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
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SHEET- 31/RP-5
OF: 70
JOB NO.: 17534
DWG:RAMP-DET