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SCALE. 1 "
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S 132ND ST
NORTH SIDE S 132TH ST RETURN AND ADA RAMP TABLE
NUMBER TYPE STATION OFFSET FLOWLINE ELEVATION CURB HEIGHT DESCRIPTION CENTER
1
MATCH
239 98*
6"
2
- -
200+81.74
15.00 LT
246.12
6"
3
PC
200+97.88
15.00 LT
248.50
6"
L=30.14', R=13.00'
A=132.49'35"
200+97.
28.00 LT LT
4
1 /4
201 +05.00
17.12 LT
249.65
3"
5
1 /2
18+91.67
37.65 RT
250.80
0"
6
3/4
18+87.06
31.82 RT
251.20
0"
7
PT
18+80.01
29.47 RT
251.60
0"
8
RAMP
18+74.55
29.30 RT
251.89
0"
9
RAMP
18+59.56
28.82 RT
252.87
6"
10
MATCH
18+54.57
28.66 RT
253.19*
6"
11
SW MATCH
2O0+71.55
23.50 LT
---
--
12
SW PC
200+75.61
23.50 LT
---
--
L=10.35', R=15.00'
A=39*31'04"
200+75.61
8.50 LT
13
SW1/2
200+80.68
22.62 LT
---
--
14
SW PRC
200+85.15
20.07 LT
---
--
L=13.79', R=20.00'
A=39@31'04"
200+97.88
35.50 LT
15
SW 1/2
200+91.12
16.68 LT
---
--
16
SW PT
200+97.88
15.50 LT
---
--
\N
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.
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0 1" 2"
TWO INCHES AT FULL SCALE.
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SHEET: 29/RP-3
OF: 70
JOB NO.: 17534
DWG:RAMP-DET
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