HomeMy WebLinkAboutP_ Site Plan/
/
/
/
/////
/
/
/
/
/////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
///////
/
/
/
/
/
31+00 32+00
11
+
0
0
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL
C
LEGEND
TEMPORARY CONSTRUCTION
EASEMENT
EXISTING RIGHT-OF-WAY
CONCRETE SIDEWALK &
DRIVEWAY APPROACH
ASPHALT DRIVEWAY APPROACH
LANDSCAPING
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
0
5
8
0
4
2
7
\
X
-
R
D
W
Y
_
R
E
N
T
O
N
_
1
8
6
t
h
.
d
w
g
|
L
a
y
o
u
t
:
1
S
1
.
2
7
PL
O
T
T
E
D
:
O
c
t
2
0
,
2
0
2
5
-
0
2
:
0
4
:
4
1
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
D
R
_
R
E
N
T
O
N
.
d
w
g
;
X
-
A
L
I
G
N
.
d
w
g
;
X
-
L
D
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
I
G
N
A
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
E
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
T
S
_
R
E
N
T
O
N
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
R
e
n
t
o
n
_
W
o
r
k
i
n
g
_
C
o
r
r
i
d
o
r
_
M
o
d
e
l
-
1
0
8
t
h
A
v
e
S
E
&
S
E
1
8
6
t
h
S
t
-
R
e
v
i
s
e
d
O
B
S
t
a
t
i
o
n
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINEG. FRANCO
1134237
KC001396
ISSUE FOR CONSTRUCTION
K. CHANG YUEN
MARCH 2025
783
108TH AVE SE (SR 515)
(108TH-LINE)
CHAN PROPERTY EXHIBIT
18429 108TH AVE SE
Parcel No. 322305-9135
SE
1
8
6
T
H
S
T
10'20'
SCALE: 1" = 10'
0'
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINEG. FRANCO
1134237
KC001396
ISSUE FOR CONSTRUCTION
K. CHANG YUEN
MARCH 2025
783
CHAN PROPERTY EXHIBIT
18429 108TH AVE SE
Parcel No. 322305-9135
NOT FOR CONSTRUCTION SEPT 2025
11
New Pedestrian
Signal Pole, Mast
Arm, and Lighting
Existing Fence
to Remain
New Pedestrian
Crossing
New
Pedestrian
Curb Ramp
New
Pedestrian
Curb Ramp
New
Pedestrian
Light New
Bench
New
Bus
Shelter
New Real
Time Arrival
Information
New
Trash Can
New
Pedestrian
Push
Button
Existing Property
Line
Existing Fence to
Remain
Existing Fence to
Remain
Existing
Water Meter
to Remain
Existing Water
Service to
Remain
2 ft
NOT FOR CONSTRUCTION MARCH 2026
Existing Fire
Hydrant to Remain
9
f
t
New Aerial
Fiber Optic
Line
5
f
t
5
f
t
Relocated PSE
Pole and Light
6
f
t
New Cleanout
New
Bench
Existing Right-of-Way
New
Pedestrian
Light
New Bus
Flag
New Concrete
Driveway Apron
16.0 ft
14
f
t
Remove
Existing
Curb/Wall
17
f
t
New Asphalt
Driveway Approach
Begin New
Wood Fence
New Wall Underdrain
New Electrical
Cabinet
New Cable Vault
New Tree
End New
Wood Fence
Existing Right-of-Way
Existing Fence
to Remain
New Retaining WallSe
w
e
r
Ea
s
e
m
e
n
t
10
.
0
f
t
Pavement
Marking
EXISTING
HOUSE
25
f
t
25
f
t
40
f
t
92
'
71'
20
f
t
20 ft
New 6' Wood Fence
(92 LF)
CLEAR VISION AREA
SITE PLAN
TOP OF WALL 3" ABOVE
FINISHED GRADE 3/4" CHAMFER FOR ALL EXPOSED
EDGES
VARIES
RESTORE SURFACE TO
ORIG OR BETTER
CONDITION
UNDISTURBED SOIL OR
COMPACTED NATIVE SOIL
OR STRUCT FILL IF NEEDED
4" - 6" QUARRY SPALLS
1" MINUS WASHED ROCK
FILTER FABRIC & DRAIN PIPE
UNDISTURBED SOIL
#5 @ 12"
6"2'-0"
3'
-
0
"
M
A
X
6"
TY
P
6"
VARIES
10"
#5 @ 9" EW W/ 3" COVER, SEE TYPICAL
CORNER DETAIL ON SHEET 1R2.02
FOR REBARS AT ALL CORNERS
REINF BARS CONT BTWN WALL OR
CURB & FTG OR SIDEWALK,
DOWELLING WALL OR CURB TO FTG
SHALL NOT BE ACCEPTABLE
SEE NOTE
SIDEWALK OR SIDEWALK
EXTENSION PER CITY STD DETAIL
BEYOND THE THICKENED EDGE
SHOWN
WALL LAYOUT LINE
WA
L
L
H
E
I
G
H
T
,
H
,
VA
R
I
E
S
,
S
E
E
E
L
E
V
A
T
I
O
N
8"
#5 @ 12" W/3" COVER
4" SCHED 40 PERFORATED PVC
PIPE
6"
MI
N
1'-6"ROW
WOOD FENCE
TOP OF WALL 3" ABOVE
FINISHED GRADE
3/4" CHAMFER FOR ALL EXPOSED
EDGESRESTORE SURFACE TO
ORIG OR BETTER
CONDITION
UNDISTURBED SOIL OR
COMPACTED NATIVE SOIL
OR STRUCT FILL IF NEEDED
4" - 6" QUARRY SPALLS
1" MINUS WASHED ROCK
4" SCHED 40 PERFORATED PVC
PIPE
FILTER FABRIC & DRAIN PIPE
#5 @12"UNDISTURBED SOIL
3'
-
0
"
M
A
X
2'
-
0
"
10"8"
#5 @ 12" EW W/ 3" COVER, SEE
TYPICAL CORNER DETAIL ON SHEET
1R2.02 FOR REBARS AT ALL CORNERS
REINF BARS CONT BTWN WALL OR
CURB & FTG OR SIDEWALK,
DOWELLING WALL OR CURB TO FTG
SHALL NOT BE ACCEPTABLE
SEE NOTE
SEE TYPICAL STATION SECTIONS
FOR SHELTER OR PYLON FOOTING
DETAILS.
WALL LAYOUT LINE
WA
L
L
H
E
I
G
H
T
,
H
,
VA
R
I
E
S
,
S
E
E
E
L
E
V
A
T
I
O
N
VARIES
6"
MI
N
1'-6"ROW
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
d
a
n
i
e
l
.
m
a
l
y
u
t
a
@
j
a
c
o
b
s
.
c
o
m
\
d
0
6
0
1
3
8
9
\
1
R
2
.
0
1
.
R
E
V
_
R
0
6
R
.
d
w
g
|
L
a
y
o
u
t
:
1
R
2
.
0
1
PL
O
T
T
E
D
:
S
e
p
2
4
,
2
0
2
5
-
0
4
:
1
9
:
3
2
p
m
B
y
M
A
L
Y
U
T
D
XR
E
F
S
:
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
X
-
L
E
G
E
N
D
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
57217
STATE O F WASHIN
G
T
O
N
ST
R
U
C
TURAL E N GINEER
P
R
O
FESSIONAL E N GINEER
HA N A M. D'A
C
C
I
CONSTRUCTION BID SET
RENTON SEGMENT
RETAINING WALL DETAILS
1R2.01
253
H. D'ACCI
D. ARRANTS
X. WU
SCALE:
CIP CONC WALL
COMBINED RETAINING WALL - SIDEWALK
SECTION
NTS
A
1R1.04
SCALE:
CIP CONC WALL
COMBINED RETAINING WALL - 2'-0" SHELTER OR PYLON FOOTING
SECTION
NTS
B
1R1.04 R-4214253
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
*DIMENSION FOR WALL R06R ONLY TO
ACCOMMODATE 2" MAX ARCH RELIEF
THICKNESS.
*DIMENSION FOR WALL R06R ONLY TO
ACCOMMODATE 2" MAX ARCH RELIEF
THICKNESS.
*
*
NR.REVISION DATE%<APP
D
DESIGNED:
DRAWN:
C+EC.ED:
C+EC.ED:
APPROVED:
PRO-ECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
S+EET NO: O)
0(752
R$3,'R,'E,/,1EG. )RANCO
112
.C001
,668E)OR&O16TR8&T,O1
.. C+ANG <8EN
MARC+ 202
CHAN PROPERTY EXHIBIT
18429 108TH AVE SE
Parcel No. 322305-9135
NOT FOR CONSTRUCTION SEPT 2025
12
El
e
v
a
t
i
o
n
El
e
v
a
t
i
o
n
Station
Station
Profile View of R06R Wall
450.00
460.00
470.00
480.00
490.00
500.00
450.00
460.00
470.00
480.00
490.00
500.00
10+00.00
10+00.00 10+03.73 10+08.73 10+50.84 10+63.24 10+69.69 10+76.55
11+00.00
10+00.00
10+00.00 10+03.73 10+08.73 10+50.84 10+63.24 10+69.69 10+76.55
11+00.00
3.14%
5.00%6.46%
7.28%
STA 10+03.73
EL = 464.30
STA 10+50.84
EL = 465.99
STA 10+63.24
EL = 466.61
STA 10+69.69
EL = 467.02
STA 10+08.73
EL = 464.67
40.61%
-9.09%
0.36%10.37%
ST
A
1
0
+
0
3
.
7
3
EL
=
4
6
5
.
4
7
ST
A
1
0
+
0
8
.
7
3
EL
=
4
6
7
.
5
0
ST
A
1
0
+
5
0
.
8
4
EL
=
4
6
7
.
6
5
ST
A
1
0
+
6
3
.
2
4
EL
=
4
6
8
.
9
4
ST
A
1
0
+
6
9
.
6
9
EL
=
4
6
8
.
3
5
1.17'
2.83'
1.67'
2.33'1.33'
Face of Wall at back of Walk Bottom of Fence Foundation
Top of Wall
SCALE: 1" = 10'
WALL R06R
DATE: 10-20-25
NORTH
END
SOUTH
END
El
e
v
a
t
i
o
n
El
e
v
a
t
i
o
n
Station
Station
Profile View of DW-R07 Line (NEW)
450.00
460.00
470.00
480.00
490.00
500.00
450.00
460.00
470.00
480.00
490.00
500.00
10+00.00
10+00.00 10+57.00
11+00.00
10+00.00
10+00.00 10+57.00
11+00.00
-2.54%-1.10%1.50%11.50%
13.83%
ST
A
1
0
+
1
7
.
0
4
EL
=
4
6
3
.
7
7
ST
A
1
0
+
2
4
.
5
4
EL
=
4
6
3
.
5
8
ST
A
1
0
+
2
9
.
5
4
EL
=
4
6
3
.
5
3
STA 10+30.04
EL = 463.69
ST
A
1
0
+
3
5
.
0
4
EL
=
4
6
3
.
7
7
ST
A
1
0
+
4
0
.
0
4
EL
=
4
6
4
.
3
4
ST
A
1
0
+
5
2
.
0
0
EL
=
4
6
6
.
0
0
PR
O
P
O
S
E
D
T
C
E
FU
L
L
D
E
P
T
H
S
A
W
C
U
T
OV
E
R
L
A
Y
BA
C
K
O
F
S
I
D
E
W
A
L
K
EX
R
O
W
PR
O
P
O
S
E
D
R
O
W
2'12'
SCALE: 1" = 10'
DRIVEWAY DW-R07 (CENTERLINE)
DATE: 10-20-25
MA
T
C
H
E
X
I
S
T
I
N
G
El
e
v
a
t
i
o
n
El
e
v
a
t
i
o
n
Station
Station
Profile View of DW-R07 Line - RT (NEW)
450.00
460.00
470.00
480.00
490.00
500.00
450.00
460.00
470.00
480.00
490.00
500.00
10+00.00
10+00.00 10+35.04 10+52.20 10+57.39
11+00.00
10+00.00
10+00.00 10+35.04 10+52.20 10+57.39
11+00.00
-2.47%-1.24%1.50%11.50%
12.00%
ST
A
1
0
+
1
7
.
0
4
EL
=
4
6
4
.
0
4
ST
A
1
0
+
2
4
.
5
4
EL
=
4
6
3
.
8
5
ST
A
1
0
+
2
9
.
5
4
EL
=
4
6
3
.
7
9
STA 10+30.04
EL = 463.96
ST
A
1
0
+
3
5
.
0
4
EL
=
4
6
4
.
0
3
ST
A
1
0
+
4
0
.
1
0
EL
=
4
6
4
.
6
1
ST
A
1
0
+
5
2
.
2
0
EL
=
4
6
6
.
0
6
PR
O
P
O
S
E
D
T
C
E
FU
L
L
D
E
P
T
H
S
A
W
C
U
T
OV
E
R
L
A
Y
BA
C
K
O
F
S
I
D
E
W
A
L
K
EX
R
O
W
PR
O
P
O
S
E
D
R
O
W
2'12'
SCALE: 1" = 10'
DRIVEWAY DW-R07 (NORTH EDGE)
DATE: 10-20-25
MA
T
C
H
E
X
I
S
T
I
N
G
El
e
v
a
t
i
o
n
El
e
v
a
t
i
o
n
Station
Station
Profile View of DW-R07 Line - LT (NEW)
450.00
460.00
470.00
480.00
490.00
500.00
450.00
460.00
470.00
480.00
490.00
500.00
10+00.00
10+00.00 10+35.04 10+52.00 10+57.07
11+00.00
10+00.00
10+00.00 10+35.04 10+52.00 10+57.07
11+00.00
-2.54%-1.07%1.50%11.50%
14.99%
ST
A
1
0
+
1
7
.
0
4
EL
=
4
6
3
.
5
1
ST
A
1
0
+
2
4
.
5
4
EL
=
4
6
3
.
3
2
ST
A
1
0
+
2
9
.
5
4
EL
=
4
6
3
.
2
6
STA 10+30.04
EL = 463.43
ST
A
1
0
+
3
5
.
0
4
EL
=
4
6
3
.
5
0
ST
A
1
0
+
4
0
.
0
4
EL
=
4
6
4
.
0
8
ST
A
1
0
+
5
2
.
0
0
EL
=
4
6
5
.
8
7
PR
O
P
O
S
E
D
T
C
E
FU
L
L
D
E
P
T
H
S
A
W
C
U
T
OV
E
R
L
A
Y
BA
C
K
O
F
S
I
D
E
W
A
L
K
EX
R
O
W
PR
O
P
O
S
E
D
R
O
W
2'12'
SCALE: 1" = 10'
DRIVEWAY DW-R07 (SOUTH EDGE)
DATE: 10-20-25
MA
T
C
H
E
X
I
S
T
I
N
G
SE 186TH ST
50'100'
SCALE: 1" = 100'
0'
RAPIDRIDE I LINE
KING COUNTY METRO
NEIGHBORHOOD DETAIL MAP
DATE: MARCH 2026
10
8
T
H
A
V
E
S
E
(
S
R
5
1
5
)
APN 3223059135
18429 108TH AVE SE
CITY OF RENTON
SL
O
P
E
T
O
D
R
A
I
N
(T
Y
P
I
C
A
L
)
FI
N
I
S
H
G
R
A
D
E
DR
A
I
N
R
O
C
K
CE
M
E
N
T
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
4;
4
P
R
E
S
S
U
R
E
TR
E
A
T
E
D
P
O
S
T
2;
4
C
E
D
A
R
HO
R
I
=
O
N
T
A
L
T
R
I
M
AT
T
A
C
H
:
2
;
4
GA
L
V
H
A
N
G
E
R
S
O
N
EA
C
H
E
N
D
ST
R
E
E
T
S
I
D
E
AP
P
E
R
A
N
C
E
F
A
C
E
5
4
;
4
C
E
D
A
R
VE
R
T
I
C
A
L
S
L
A
T
S
18
SP
A
C
E
%
E
T
:
E
E
N
SL
A
T
S
2;
4
C
E
D
A
R
HO
R
I
=
O
N
T
A
L
T
R
I
M
2;
6
C
E
D
A
R
TO
P
R
A
I
L
2;
6
C
E
D
A
R
HO
R
I
=
O
N
T
A
L
T
R
I
M
4;
4
P
R
E
S
S
U
R
E
T
R
E
A
T
E
D
P
O
S
T
2;
6
C
E
D
A
R
HO
R
I
=
O
N
T
A
L
T
R
I
M
AT
T
A
C
H
E
D
:
2
;
6
GA
L
V
H
A
N
G
E
R
S
E
A
C
H
E
N
D
12
DI
A
M
E
T
E
R
2
0 MIN
2
8
0
O
C
0
6
FE
N
C
E
S
E
C
T
I
O
N
FE
N
C
E
E
L
E
V
A
T
I
O
N
6
0
NO
T
E
S
1
AL
L
:
O
O
D
T
O
%
E
:
E
S
T
E
R
N
R
E
D
C
E
D
A
R
G
R
A
D
E
%
C
O
R
A
P
P
R
O
V
E
D
E
4
U
A
L
U
N
L
E
S
S
O
T
H
E
R
:
I
S
E
N
O
T
E
D
F
E
N
C
E
%
O
A
R
D
F
I
N
I
S
H
S
1
S
2
E
I
S
A
C
C
E
P
T
A
%
L
E
2
FA
S
T
E
N
A
L
L
M
A
T
E
R
I
A
L
S
:
I
T
H
1
0
D
G
A
L
V
A
N
I
=
E
D
C
O
M
M
O
N
N
A
I
L
S
U
N
L
E
S
S
O
T
H
E
R
:
I
S
E
N
O
T
E
D
3
AP
P
E
A
R
A
N
C
E
F
A
C
E
T
O
:
A
R
D
S
S
T
R
E
E
T
4
AL
L
T
O
P
A
N
D
%
O
T
T
O
M
H
O
R
I
=
O
N
T
A
L
T
R
I
M
S
H
A
L
L
%
E
L
E
V
E
L
A
L
L
F
E
N
C
E
P
A
N
E
L
%
O
A
R
D
S
P
O
S
T
S
S
H
A
L
L
%
E
T
R
U
E
P
L
U
M
%
5
TR
I
M
V
E
R
T
I
C
A
L
S
L
A
T
S
T
O
F
I
T
O
V
E
R
A
L
L
:
I
D
T
H
%
E
T
:
E
E
N
P
O
S
T
S
D
O
N
O
T
T
R
I
M
M
O
R
E
T
H
A
N
1
2
S
L
A
T
:
I
D
T
H
6C
A
L
E
:
:
2
2
'
)
E
1
C
E
'E
7
A
,
L
NT
6
)
03
/
1
1
/
2
5
6-FOOT FENCE ELEVATION