HomeMy WebLinkAboutT-404334Y
Ld
W
Q
Z
g
0
Q
O
O
N
O
N
00
N
0
w
ry
/
U
O
U
N
L
C
O
O_
0
L
a
C
N
O
0)
O
O
O
O
C
U
0
s
0
0
CD
C
N
1
0
C
O
C
L
rl
rl
O
Z
W
Of
ISLAND (RENTON AVE S) RETURN AND ADA RAMP TABLE
NUMBER
TYPE
STATION
OFFSET
FLOWLINE ELEVATION
CURB HEIGHT
DESCRIPTION
CENTER
1 *►
PC
18+74.54
14.74 RT
252.52
6"
L=26.10', R=8.31'
0=180'00'00"
18+74.54
6.43 RT
2
1 /4
18+68.66
12.30 RT
252.80
6"
3
1/2 HP
18+66.23
6.43 RT
253.09
6"
4
3/4
18+68.67
0.55 RT
252.93
6 "
5 **
PT
18+74.54
1.88 LT
252.66
6"
6 ss
LANDING
18+82.55
2.17 LT
252.16
0"/6"
7 **
LANDING
18+91.05
2.47 LT
251.62
0"/6"
8 **
PC
19+11.85
3.22 LT
250.31
6"
L=15.62', R=7.50'
A=
12
4.28 R119'18'S5" 4.28 RT
9 **
1/2
19+18.46
0.26 RT
249.93
6"
10 **
PCC LP
19+18.79
7.71 RT
249.58
6"
L=16.97', R=15.00'
A=64 48'O6"
19+05.46
0.84 RT
11 **
1/2
19+13.03
13.79 RT
250.01
6"
12 **
PT
19+04.92
15.83 RT
250.43
6"
13 **
LANDING
18+83.51
15.06 RT
251.84
0"/6"
14 s*
LANDING
18+75.02
14.75 RT
252.41
0"/6"
15
AP
18+75.20
18+75.20
252.31
6"
16
AP
18+82.73
18+82.73
252.24
6"
17
AP
18+91.23
18+91.23
1 251.69
6"
18
AP
18+83.72
18+83.72
1 251.76
1 6"
NE SIDE RENTON AVE S RETURN AND ADA RAMP TABLE
NUMBER
TYPE
STATION
OFFSET
FLOWLINE ELEVATION
CURB HEIGHT
DESCRIPTION
CENTER
19
MATCH
18+62.91
28.93 LT
252.83*
6"
20
RAMP
18+67.91
29.10 LT
252.52
6"
21
LANDING
18+82.90
29.60 LT
251.54
0"
22
LANDING
18+88.90
29.80 LT
251.15
ON
23
RAMP
18+94.89
30.00 LT
250.76
6"
24
MATCH
19+05.76
30.36 LT
250.05*
6"
** SPILL CURB
z
e
\
\
\\
O
O O
\
S132NDSTnu
CUT L
THROUGH
4A,/
I
/
/
/
- OHS \ OH OH �H
/
/
\
\
\
y \
` Oy O
\ \ y
CUT
THROUGH
\ 4B
404334
5' 2.5' 0 5' 10'
TTTm
SCALE: 1 "=5'
II
6,j
y� � oy
y -
-
oy
/ Gy
oy\
AnnITInNAI Cl1RR RAMP NnTFS
ELEVATIONS WITH " * " CONTRACTOR SHALL MATCH EXISTING
ELEVATIONS AT EXISTING CURB/SIDEWALK TIE-INS. (APPROXIMATE
ELEVATIONS LISTED).
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.
CURB RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% UNLESS
DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF).
LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION UNLESS
DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF).
THIS RAMP CONTAINS NON-ADA COMPLIANT ELEMENTS WHICH ARE
DOCUMENTED IN A MAXIMUM EXTENT FEASIBLE (MEF) DOCUMENT.
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
U
A`w
W U)
Lu
w
w
O z
z
w
O z
J
0
z
0
U
V
0
0
En
a:
N
U
a
3
w
w
0
0-
0-
0
a
a
Ld
a
0 2. o
Z E o 0
0
° N
c 2
d� W
3
m
0
0 W
da r
y
j
O c ° W
u 0 ? N
m
41
�'
W �a
a
d
Y
U
d
m 0
m
N
U
O
Z
z
U
0
ILL
Z
3Lu
0
y
Z
=
J
I.IJ
?
F_
LU
LL
U
a
z
z
r
Z
r
o
W
U
a
Z
z
Y
O
z
W
SHEET. 30/RP-4
OF: 70
JOB NO.: 17534
DWG:RAMP-DET
/
E