HomeMy WebLinkAboutR-377522w L
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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
CURB RAMPS #1 & #2 DETAIL
I
I
A
391.430 F /L*
B
STA. 13+ .95,
12. RT.
5'
D
EL= 390.32
I5
391.52
F
391.42
G
G
H
391.29
389.44
G
W
2.0n
395.65
I
1
Z
N
A= 9355'22' I
78 F
D= 91'08'51"
K
I o°
+
w
U
U
L
389.41
R=20.00'
M
r
U¢
¢
O
H
Tv ■
n IL 31.82'
I
'
DETECTABLE
WARNING PATTERN
B
C
7
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Z
CURB RAMP #1
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o
CURB RAMP #7 `O
96
<
w
w
STA. 5 +39.76, 12.00 LT.
DETECTABLE
V
0
EL= 391.09'(CURB 0.5'
WARNING PATTERN
a
=
2
HIGH) TRANSITION CURB
i
TO RAMP
T1•
CURBRAMP#4
w
•
DETECTABLE
CQC
L
5
79
WARNING
ROAD A
6•
PATTERN
H
DETECTABLE
A= 69'12'14'
WARNING PATTERN
R= 20.00'
•
s3�
I
I
o
CURB RAMP #2
i
STA. 5 +40.92, 12.00 RT.
C
0
EL= 391.15' (CURB 0.5'
13
A=84•55•33e
HIGH) TRANSITION CURB
n
1' 1 R= 20.00'
5
TO RAMP
rn
L= 29.64'
= 38.781
I
F
'I
CURB RAMPS #1 & #2 DETAIL
Cd 2 Waift Der Before You Dig
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CURB RAMPS #3 & #4 DETAIL
SCALE: 1"= 10' 5 IQ
o®
RAMP #1
SPOT ELEVATION CHAR
I
I
A
391.430 F /L*
B
STA. 13+ .95,
12. RT.
5'
D
EL= 390.32
I5
391.52
F
391.42
G
G
H
391.29
389.44
G
i
CURB RAMP #3-
2.0n
395.65
I
1
_
A= 9355'22' I
395.90
'?
K
R= 20.00'
L
389.41
L= 32.79'
M
C
E,
I
I
DETECTABLE
WARNING PATTERN
7
®
c=J
Z w i
CURB RAMP #7 `O
V
ROAD B
I
a
i
T1•
CURBRAMP#4
w
•
DETECTABLE
CQC
L
WARNING
I �
6•
PATTERN
H
A= 69'12'14'
z
R= 20.00'
•
L= 31.42'
�
o
i
i
0
T4
L
5
.
STA. 14+0632,
13. 0 RT.
IIEL.
= 38.781
Cd 2 Waift Der Before You Dig
Ulft 8�1
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OD,A rMORWA)
CURB RAMPS #3 & #4 DETAIL
SCALE: 1"= 10' 5 IQ
o®
RAMP #1
SPOT ELEVATION CHAR
POINT
ELEVATION
A
391.430 F /L*
B
391.51 O F /L*
C
391.89
D
392.00
E
391.52
F
391.42
G
391.30
H
391.29
RAMP #2
SPOT ELEVATION CHAR
POINT
ELEVATION
A
392.17 O F /L*
B
392.30 O F /L*
C
392.52
D
392.82
E
392.22
F
392.30
G
392.41
H
392.31
SCALE: 1"- 10'
RAMP#3 ^
SPOT ELEVATION CHAR
POINT
ELEVATION
A
389.49 O F /L*
B
389.64 O F /L*
C
389.97
D
390.28
E
389.67
F
389.76
G
389.99
H
390.09
RAMP #4
SPOT ELEVATION CHAR
POINT
ELEVATION
A
389.050
F /L*
B
388.960
F /L*
C
388.91 O
F /L*
D
388.810
F /L*
E
389.55
H
F
389.44
G
389.38
H
395.65
1
389.65
1
395.90
K
389.53
L
389.41
M
389.40
.T�.�
SPOT ELEVATION CHAR
POINT
ELEVATION
A
307.310 F /L*
B
387.270 F /L*
C
387.32
D
387.31
E
387.91
F
387.37
G
387.84
H
387.42
�- - -
A= 90'00'00'
R =25.W /
L= 39.27' -�aa �� 1
\.• STA, 30+29.54, • PE
a
pllD O
CURB RAMP #6
�. ` 1•,11 • STA. 10.00
l
CURB RAMPS #5 & #6 DETAIL
i
i
ELEVATION
1
387.110 F /L*
B
387.210 F /L*
C
387.430 F /L*
D
387.61
E
387.93
F
587.72
G
387.881
H
387.82
355.80
G
395.75
H
395.65
1
395.96
1
395.90
K
395.85
L
395.75
j
I
7
CURB RAMP #7 `O
DETECTABLE"
WARNING a
PATTERN
•
1
I �
I
�
I
i
i
CURB RAMP #7 DETAIL
n
SCALE: 1 "- 10'
o® 5 10
RAMP #7
SCALE: 1 " = 10'
10 5 0 10 20
lil
SCALE:1 =1V
o® 5 10
RAMP#6
SPOT ELEVATION CHAR
POINT
ELEVATION
A
387.110 F /L*
B
387.210 F /L*
C
387.430 F /L*
D
387.61
E
387.93
F
587.72
G
387.881
H
387.82
SPOT ELEVATION CHAR
POINT
ELEVATION
A
395.360
F L*
B
395.300
/L*
C
395.25 O
F /L*
D
395.15 O
F /L*
E
395.86
F
355.80
G
395.75
H
395.65
1
395.96
1
395.90
K
395.85
L
395.75
R- 311522
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' •� Planning /Building /Public Works Dept.
IF PICT OW I�
ESM JOB #1799- 001 -013 TOWAL JI�'Ir NO. REVISION BY DATE APPR
CHECKED FOR COMPLIANCE TO CITY STANDARDS
7�_ 2' /2•Ef/
WHITMAN COURT
CURB RAMP DETAILS
PERMIT #U14003820
PILE
RD -07