HomeMy WebLinkAboutAPPROVED_KC I-Line_CCP_DC1_2604171.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.RIGHT-OF-WAY AND PROPERTY LINES WITHIN THE PROJECT
FOOTPRINT HAVE BEEN RESOLVED BASED ON TITLE REPORTS
AND PUBLICLY AVAILABLE DOCUMENTS. BOUNDARY LINES
OUTSIDE OF THE PROJECT FOOTPRINT ARE BASED ON PUBLICLY
AVAILABLE GIS DATA AND SHOULD NOT BE RELIED UPON FOR
DESIGN DECISIONS.
3.REFER TO SHEET 1C1.0A AND 1C1.0B FOR ALIGNMENT TABLES AND
SHEET 1C0.01 FOR SURVEY CONTROL.
ROW AND ALIGNMENT GENERAL NOTES
40
'
40
'
155
108TH 29+59.11, 40.00' LT
108TH 29+59.10, 46.97' LT 108TH 30+33.10, 47.00' LT
108TH 30+33.10, 40.00' LT
108TH 31+91.00, 84.00' RT
108TH 30+85.67, 54.00' RT
S01°26'19"W
2727.81'
108TH 30+75.59, 49.04' LT
108TH 30+84.92, 49.25' LT
108TH 30+84.92, 40.00' LT
108TH 30+75.59, 40.00' LT
28+00 29+00 30+00 31+00 32+00 33+00
10
+
0
0
11
+
0
0
186TH 10+00.00
N: 162195.289
E: 1302738.147
N8
9
°
3
8
'
5
0
"
E
20
0
.
0
0
'
108TH 32+13.38=
N: 162196.520
E: 1302938.144
186TH 12+00.00
25'25'
108TH 31+10.56, 54.00' RT
108TH 31+56.27, 42.00' RT
108TH 31+10.56, 42.00' RT
C:
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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
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
RENTON SEGMENT
ROW, SURVEY CONTROL & ALIGNMENT PLAN
108TH 28+00 TO 108TH 33+00
1C1.64
75
A. VILLAR
C. WILCOX
G. STEPHAN / K. CRAIG
SPRINGFIELD 64 LLC
10815 SE 184TH LN
KC HOUSING AUTHORITY
18415 108TH AVE SE
SEA MAIN AND YILIN CHAN
18429 108TH AVE SE
322305-908245
322305-907046
322305-913547
RIGHT-OF-WAY TABLE
PROJECT PARCEL
NO.
PROPERTY
OWNER
DWG NO.PARCEL NO.PARCEL ADDRESS OWNERSHIP
TOTAL (SF)
FEE
(SF)
PERMANENT
EASEMENT (SF)
COMPENSABLE
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
MUTUAL BENEFIT
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
TOTAL
TEMPORARY
CONSTRUCTION
EASEMENT (SF)
REMAINDER (SF)
45 SPRINGFIELD 64
LLC
1C1.64 3223059082 10815 SE 184TH LN 210,400 0 0 602 0 602 210,400
47 SEA MAIN AND
YILIN CHAN
1C1.64 3223059135 18429 108TH AVE
SE
10,018 0 0 547 0 547 10,018
SALDIVAR LEOCADIA & SONIA
10808 SE 186TH ST
911710-016054
SE
1
8
4
T
H
L
N
SE
1
8
6
T
H
S
T
(1
8
6
T
H
-
L
I
N
E
)
EXISTING 10' WATER
EASEMENT
R-421475
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
1
1
1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26
02/05/26
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE BY OTHERS
RELOCATE FEATURES BY OTHERS (METRO)
RELOCATE FEATURES BY CONTRACTOR
SITE PREP GENERAL NOTES
SITE PREP NOTES
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
6
7
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322305-9070
322305-9082
911710-0160
322305-9135
322305-9111
28+00 29+00 30+00 31+00 32+00 33+00
11
+
0
0
4.
0
'
108TH 29+61.11, 30.00' LT
10
.
0
'
5.
0
'
108TH 30+31.10, 40.00' LT
108TH 30+82.85, 29.57' LT
5.
0
'
108TH 31+07.85, 30.06' LT
5.
0
'
5.
0
'
108TH 30+75.59, 40.00' LT
108TH 30+84.92, 40.00' LT
108TH 30+48.85, 40.00' RT
10
.
0
'
108TH 30+48.85, 30.03' RT
108TH 30+85.89, 40.00' RT
108TH 31+10.56, 42.00' RT
108TH 31+91.00, 84.00' RT
108TH 31+93.14, 152.64' RT
108TH 32+04.71, 58.51' RT
108TH 32+09.71, 58.35' RT
108TH 32+08.65, 24.54' RT
108TH 31+05.24, 52.00' RT
9.
0
'
108TH 29+66.11, 29.48' LT
108TH 32+63.08,
25.63' RT
108TH 32+35.31, 49.46' RT
3
.
4
'
3.4'5.0'
5
.
0
'
2.0'
2
.
0
'
108TH 32+07.51, 147.96' RT
108TH 32+04.51, 148.06' RT
108TH 32+07.19, 137.99' RT
108TH 32+13.92, 17.04' RT
108TH 31+56.27,
42.00' RT
8.
5
'
13
.
9
'
108TH 30+85.67, 54.00' RT
108TH 31+10.56, 54.00' RT
3.0'
108TH 32+18.00, 147.64' RT
108TH 31+68.60, 29.42' LT
108TH 32+12.41, 65.49' LT
108TH 32+03.80, 54.14' LT
108TH 31+99.00, 55.69' LT
108TH 31+97.48, 62.15' LT
108TH 31+97.16, 56.28' LT
5.
0
'
5.
0
'
2.
0
'
5.2'
2.2'
5.5'
108TH 30+48.86, 24.54' RT
108TH 30+77.86, 11.43' RT
108TH 30+77.86, 10.64' LT108TH 30+48.92, 10.60' LT
108TH 30+48.88, 11.38' RT
7.
5
'
108TH 29+81.61, 44.99' LT
108TH 29+75.79, 50.88' LT
108TH 29+82.90, 57.91' LT
108TH 29+91.84, 48.87' LT
108TH 29+91.93, 44.99' LT
5.
0
13
.
2
'
108TH 30+82.86, 16.95' RT
7.
6
'
108TH 30+77.86, 24.54' RT
5.
4
'
108TH 30+77.86, 24.56' LT
5.0'
5.0'
108TH 31+80.71, 24.41' LT
108TH 32+00.89, 37.85' LT
108TH 32+39.17, 40.31' RT
108TH 32+52.99, 28.17' RT
108TH 30+92.11, 52.00' RT
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:
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
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
SE
18
6
T
H
ST
RENTON SEGMENT
SITE PREPARATION PLAN
108TH 28+00 TO 108TH 33+00
1C4.16
105
A. VILLAR
C. WILCOX
J. LIM / K. CRAIG
43R
44R
45R
46R
2174
2181
2191
2182
2190
2183
2184
2185
2189
2186
2188
2187
2456
2455
2457
2458
2454
2453
2451
2452
2450
2CURB & GUTTER
1 FENCE
2 CURB & GUTTER
2 FENCE
2 CURB
1BUSINESS SIGN
3
2176
2177
2178
2175
3
3
3
3
3 3
3
1FENCE
1POLE
ALL EXISTING TREES IN THIS AREA TO BE PRESERVED AND
PROTECTED UNLESS SHOWN AS REMOVAL
2 CURB & GUTTER
2 STOP LINE
(1
8
6
T
H
-
L
I
N
E
)
121R
3
122R
3
2 CURB & GUTTER
R-4214105
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
DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-261
1
1
1
02/05/26
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN
101
PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD
PLAN F-10.64
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY
OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF
RENTON STD PLANS 104.1 AND 104.3
DOWELED CURB PER METRO STD DETAIL D109
RAISED BIKE LANE AT STATION, SEE DETAIL A/1C5.01
CEMENT CONCRETE BUS PAD (12" PCCP CLASS C-1 OVER 6" CSBC)
PER METRO STD DETAIL 2/D108A
PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024
CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10
WOOD FENCE PER CIVIL DETAIL B ON SHEET 1C5.01
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H-22 OVER 4-IN CSBC.
SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO
TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND
EXISTING TRASH RECEPTACLE.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D
ON SHEET 1C5.02.
CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON
SHEET 1C5.02.
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD
PLAN F-10.12.
PAVING NOTES
1
2
3
4
5
6
7
8
9
10
11
12
PAVING GENERAL NOTES
1.SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND.
13
14
15
16
17
18
28+00 29+00 30+00 31+00 32+00 33+00
11
+
0
0
322305-9070
322305-9082
911710-0160
322305-9135
322305-9111
F
F
C
TYPE R1
4.0'
5.0'
18
18
14
6
4
13 13
EX ROW
EX ROW
16
14
12
108TH 29+66.11, 29.48' LT
BEGIN18 108TH 30+82.85, 29.57' LT
END 18
108TH 30+48.85, 29.54' RT
BEGIN18 108TH 32+08.65, 24.54' RT
AP
186TH 11+41.79, 5.50' LT
186TH 11+41.79, 10.50' LT
186TH 11+41.79, 19.00' LT
108TH 30+21.11, 40.00' LT
AP
186TH 10+52.29, 13.50' LT
END 1
108TH 31+16.08, 40.00' RT
BEGIN12
186TH 11+21.82, 26.41' LT
END12
5.
0
'
5.
0
'
5.0'
5.
0
'
8.
5
'
5.
0
'
108TH 32+13.92, 17.04' RT
AP
186TH 10+52.29, 0.00' T
186TH 11+47.87, 24.88' RT
BEGIN 18
108TH 32+64.24, 30.50' RT
END
4
18
5.5'
5
.
0
'
108TH 29+61.11, 30.00' LT 108TH 31+07.85, 30.06' LT
186TH 10+54.29, 13.50' LT
BEGIN 2' CURB TRANSITION
4
4
4
108TH 31+68.60, 29.42' LT
BEGIN18 108TH 32+02.87, 55.58' LT
END 18
108TH 31+99.33, 61.38' LT
AP
5.
1
'
4
18
5.5'
8.
5
'
5.
0
'
10
.
0
'
5.
5
'
5.
0
'
5.0'
186TH 11+52.90, 35.71' LT
PC R35.0'
186TH 11+26.77, 24.00' LT
PT
3.0'
18
108TH 32+07.65, 67.47' LT
AP
5.2'
108TH 30+31.11, 35.01' LT
AP
5.
0
'
108TH 29+66.11, 39.99' LT
AP
108TH 30+48.85, 35.54' RT
BEGIN16
108TH 30+85.85, 35.54' RT
END16
186TH 11+61.78, 57.39' LT
AP
108TH 30+48.88, 11.38' RT
108TH 30+77.86, 24.54' RT
108TH 30+48.93, 16.04' LT
7.
5
'
108TH 30+82.86, 17.04' RT
13
.
1
'
108TH 30+77.86, 10.64' LT
5.
4
'
5.
0
'
5.0'
5
.
0
'
108TH 30+48.92, 10.60' LT
186TH 11+41.79, 13.50' LT
END
BEGIN
PT
118
186TH 11+53.41, 49.01' LT
AP
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N
T
O
N
.
d
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g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
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
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N
T
O
N
.
d
w
g
;
X
-
P
A
R
C
E
L
-
I
N
F
O
.
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
-
D
R
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
S
H
E
E
T
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S
_
O
v
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r
a
l
l
.
d
w
g
IM
A
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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
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
1S1.28
-
1S1.27
-
RENTON SEGMENT
PAVING PLAN
108TH 28+00 TO 108TH 33+00
1C2.16
142
A. VILLAR
C. WILCOX
J. LIM / K. CRAIG
SE
1
8
6
T
H
S
T
(1
8
6
T
H
-
L
I
N
E
)
1C6.17
1
1C6.17
2
1C6.18
1
1C6.18
2
1C6.18
3
1C9.04
7
END 2' CURB TRANSITION
R-4214142
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
DCR #1 - WSDOT CURB CHANGES NAL AHV 11-14-251
1
1
1
1
1
1
1
1
1
1
1
1
1
DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-262
2
02/05/26
CL
SCALE:
TYPICAL SECTION K
NTS
(108TH AVE S) (SR 515) 108TH 29+66 TO 108TH 31+72
12
NST 4:
1
VARIES
5.0'-10.0'
SIDEWALK/
STATION
SEE NOTE 6 &
7
0.5'
1.5%
12
VARIES
5.0'-8.5'
SIDEWALK/
STATION
SEE NOTE 6 &
7
0.5'
1.5%
EXISTING ROW
SEE NOTE 2
EXISTING ROW
SEE NOTE 2
8.0'
MEDIAN ISLAND
4"4
4"5
2"1
8"1
3
88
4"4
4"5
6" MIN3
6" MIN 3
1.0'1.0'
PROPOSED ROW
SEE NOTE 2
MEDIAN IMPROVEMENTS 108TH 30+50 TO 108TH 30+83
EX
TRAVEL LANE
EX
TRAVEL LANE
EX
TRAVEL LANE
EX
TRAVEL LANE
1.0'
SHY
1.0'
SHY
LT SIDE IMPROVEMENTS 108TH 29+66 TO 108TH 30+83
RT SIDE IMPROVEMENTS 108TH 30+49 TO 108TH 31+72
2"1
8"1
3
ALTERNATE SECTION
108TH 31+11 TO 108TH 31+72
EXISTING GROUND
NST 4:1
NST 4:1
5.0'
5.0'
108TH-LINE
RETAINING WALL
SEE NOTE 5
1 2"
MATCH DEPTH OF EXISTING
ROADWAY SECTION
MATCH DEPTH OF EXISTING
ROADWAY SECTION
12"
7.5'8.5'
SA
W
C
U
T
SA
W
C
U
T
CL
SCALE:
TYPICAL SECTION L
NTS
(108TH AVE S) (SR 515) 108TH 51+96 TO 108TH 52+86
12
VARIES
5.0'-10.0'
SIDEWALK/
STATION
SEE NOTE 6&7
0.5'
1.5%
EXISTING ROW
SEE NOTE 2
EXISTING ROW
SEE NOTE 2
4"
4
4"5 2"1
8"1
3
6" MIN3
EX
TRAVEL LANE
EX
TRAVEL LANE
EX
TRAVEL LANE
EX
TRAVEL LANE
EX
TRAVEL LANE
EX
SIDEWALK
5.0'
VARIES
(1.0%-3.0%)
EXISTING GROUND
108TH-LINE
MATCH DEPTH OF EXISTING
ROADWAY SECTION
12"
SA
W
C
U
T
8.0'
VARIES
(2.0%-2.5%)
VARIES
(2.0%-2.5%)
6" MIN
6" MIN
6" MIN
NST 4:
1
ALTERNATE SECTION
108TH 30+49 TO 108TH 30+86
NST 4:1
4"4
4"5
SEE PAVING
PLANS FOR
LIMITS
FENCE, SEE PAVING PLANS
FOR LIMITS
10
6.0'6.0'
SA
W
C
U
T
SA
W
C
U
T
3 6" MIN
6"
2"1
1
8"1
(ALTERNATE ROADWAY SECTION - WHERE EX. SUBSURFACE CONCRETE PANELS ARE ENCOUNTERED)
6"
2"1
1
8"1
6"1
SEE NOTE 10
3 6" MIN
MATCH DEPTH OF EX
ROADWAY SECTION
MATCH DEPTH OF EX
ROADWAY SECTION
CONTRACTOR TO IDENTIFY LIMITS OF
EX SUBSURFACE CONC PANEL FOR REMOVAL
TYPICAL SECTION GENERAL NOTES
TYPICAL SECTION NOTES
TYPICAL SECTION LEGEND
HMA
CSBC / CSTC
CONCRETE PAVEMENT
LANDSCAPING
RETAINING WALL
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.SEE LANDSCAPE PLANS FOR PLANTING LAYOUT.
5.SEE PAVING PLANS FOR LIMITS OF RETAINING WALL AND THICKENED
EDGE SIDEWALK.
6.SEE STATION PLANS FOR LIMIT OF STATION AREA, PEDESTRIAN
GUARDRAIL, CHAIN LINK FENCE, AND BOLLARDS.
7.SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR
SHELTERS AND TECH PYLONS.
8.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
9.DAMAGED EXISTING SIDEWALK, CURB, OR ROADWAY NOT SHOWN FOR
REMOVAL WILL BE REPLACED PER CITY STANDARDS BY THE
CONTRACTOR AT NO ADDITIONAL COST.
10.CONCRETE PANELS EXIST BENEATH THE APPROXIMATE MIDDLE 2
LANES OF SR 515. CONTRACTOR SHALL REMOVE THE ENTIRETY OF ANY
CONCRETE PANEL IMPACTED WITHIN THE ROADWAY AND SHALL NOT
LEAVE REMNANT PANELS. ANY PANEL REMOVED SHALL BE REPLACED
WITH 6" OF PAVEMENT OVER 6" CSBC.
HMA CL. 1/2 IN. PG 58H-22
HMA CL. 1 IN. PG 58H-22
CRUSHED SURFACING BASE COURSE (CSBC)
CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102
CRUSHED SURFACING TOP COURSE (CSTC)
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF
RENTON, STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON, STD
PLAN 101
PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN
F-10.62.02.
PRECAST DUAL SLOPED MOUNTABLE CURB PER WSDOT STD PLAN
F-10.64.03.
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D
ON SHEET 1C5.02.
CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON
SHEET 1C5.02.
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD
PLAN F-10.12.
1
2
3
4
5
6
7
8
9
10
11
12
C:
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_
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d
i
r
\
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0
0
3
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3
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0
1
3
8
9
\
1
C
3
.
0
1
.
d
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:
1
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3
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0
6
PL
O
T
T
E
D
:
J
a
n
2
9
,
2
0
2
6
-
0
1
:
2
0
:
3
5
p
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3
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F
S
:
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D
.
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;
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T
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B
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_
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2
0
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R
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T
O
N
.
d
w
g
;
X
-
A
L
I
G
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.
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w
g
;
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-
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O
P
O
.
d
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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
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
ROADWAY TYPICAL SECTIONS
1C3.06
149
A. VILLAR
A. ARAGON
J. LIM / K. CRAIG
R-4214149
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
DCR #1 - WSDOT CURB CHANGES NAL AHV 11-14-251
1
11
1
DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-262
2
2
2
02/05/26
CU
T
CUT CUT
CU
T
CU
T
CU
T
CUT CUT
C
U
T
C
U
T
C
U
T
CUT CUT CUT CUT
CUT CUT FILL
FI
L
L
CUT
CUT
CU
T
28+00 29+00 30+00 31+00 32+00 33+00
11
+
0
0
322305-9070
322305-9082
911710-0160
322305-9135
322305-9111
O
H
P
O
H
P
O
H
P
O
H
P
C
108TH 29+66.11, 29.48' LT
BEGIN CURB AND GUTTER
MATCH EX
FL 458.75
TOC 459.31
BOS 462.35 BOS 464.31
MATCH EX
FL 460.06
TOC 460.56
-2
.
1
%
-2
.
1
%
FL 461.78
TOC 462.28
-2
.
3
%
-2
.
0
%
108TH 30+82.85, 29.57' LT
END CURB AND GUTTER
MATCH EX
FL 462.88
TOC 463.38
-2
.
0
%
-2
.
4
%
1C9.04
7 108TH 30+99.85, 29.54' RT
BOS 462.48
BOS 466.61
BOS 469.54
1
108TH 30+48.85, 29.54' RT
BEGIN CURB AND GUTTER
MATCH EX
FL 461.71
TOC 462.23
-1
.
9
%
-2
.
0
%
FL 465.11
TOC 465.61
FL 465.79
TOC 466.29
GRADE BREAK
FL 467.96
TOC 468.46
GRADE BREAK
-1.5%-0.9%
-2.2%
186TH 10+52.29, 13.50' LT
END CURB AND GUTTER
MATCH EX
-2
.
1
%
FL 476.79
TOC 476.95
MATCH FL TO EOP BOS 477.54
MATCH EX
108TH 32+39.94, 51.34' RT
BEGIN CURB AND GUTTER
MATCH EX
108TH 32+64.24, 30.50' RT
END CURB AND GUTTER
MATCH EX
FL 468.71
TOC 469.22
TOC 469.35
FG 459.11
MATCH EX
FG 460.34
MATCH EX
FG 462.05
MATCH EX
FG 463.20
MATCH EX
FG 465.37
MATCH EX
FG 467.39
MATCH EX
FG 476.99
MATCH EX
FG 471.60
MATCH EX
FG 467.84
MATCH EX
FG 468.89
MATCH EX
FG 468.58
MATCH EX
4
5
5
4
6
0
465
4
6
0
4
6
0
4
6
0
465
470 470
470
470
465
465
BOS 469.55
MATCH EX
BOS 469.41
MATCH EX
FG 468.41
FG 477.52
MATCH EX
-1
.
5
%
-1.5%
-1
.
5
%
TOC EL 464.18
BOS 473.33
2
3
108TH 31+68.60, 29.42' LT
BEGIN CURB AND GUTTER
MATCH EX
FL 465.66
TOC 466.14
TOC 467.14
TOC 466.82
FG 465.78
MATCH EX
FG 466.72
MATCH EX
FG 467.12
MATCH EX
FG 466.93
MATCH EX
BOS 466.89BOS 466.29
MATCH EX
BOS 467.22
BOS 467.25
TOC 467.18
FG 466.92
108TH 32+00.94, 50.96' LT
BEGIN CURB HEIGHT TRANSITION
END 5" CURB HEIGHT
FL 466.76
108TH 32+02.87, 55.58' LT
END CURB & GUTTER
END CURB HEIGHT TRANSITION
FL 466.82
FG 459.07
MATCH EX
TOW 463.23
MATCH EX BOS 463.62
TOW 463.62
FL 468.86
-2
.
7
%
-2
.
3
%
-2
.
1
%
-1
.
7
%
-2.1%-3.6%
-1.5%
-1.4%
FL 476.60
TOC 477.10
108TH 31+98.83, 46.72' LT
BEGIN 5" CURB HEIGHT
FL 466.72
FG 466.15
MATCH EX
FG 468.51
MATCH EX
FG 468.47
MATCH EX
BOS 467.47BOS 462.58
TOW 463.45
BOS 463.40
TOW 464.17
186TH 10+62.47, 13.50' LT
FL 475.85
TOC 476.35
GRADE BREAK
BOS 476.49
186TH 10+88.08, 13.50' LT
FL 472.68
TOC 473.18
GRADE BREAK
186TH 11+13.83, 13.50' LT
FL 469.92
TOC 470.42
GRADE BREAK
BOS 470.57
186TH 11+30.68, 13.50' LT
FL 468.59
TOC 469.09
GRADE BREAK
108TH 30+91.85, 29.54' RT
FL 463.26
GRADE BREAK
108TH 31+07.85, 29.54' RT
FL 463.79
GRADE BREAK
GRADING GENERAL NOTES
1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT
STATION INTERVALS.
5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION
OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS.
9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF
DRIVEWAY CONFORMS.
11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING.
12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION.
HMA FULL DEPTH
HMA OVERLAY
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
LANDSCAPING
DETECTABLE WARNING SURFACE
RETAINING WALL
PEDESTRIAN GUARDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
EXISTING SLOPE
PROPOSED SLOPE
GRADING LEGEND
X.X%
X.X%
31+00
108TH 30+59.34, 4.61' LT
AP
FG 462.65
MATCH EX
108TH 30+55.36, 5.39' RT
PC
FG 462.46
MATCH EX
108TH 30+59.36, 5.39' RT
AP
FG 462.59
MATCH EX
108TH 30+55.34, 4.61' LT
PT
FG 462.51
MATCH EX R=5.00'
L=15.71'
∆=180°00'00"
108TH 30+73.34, 4.64' LT
PC
FG 463.12
MATCH EX
108TH 30+69.34, 4.63' LT
AP
FG 462.99
MATCH EX
108TH 30+73.36, 5.36' RT
PT
FG 463.07
MATCH EX
108TH 30+69.36, 5.37' RT
AP
FG 462.93
MATCH EX
R=5.00'
L=15.71'
∆=180°00'00"
108TH 30+59.35, 0.00' LT
FG 462.70
108TH 30+69.35, 0.00' LT
FG 463.04
-3.4%-1
.
1
%
-3.4%
-1
.
1
%
-2
.
0
%
-2
.
0
%
C:
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9
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A
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N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
R
E
N
T
O
N
.
d
w
g
;
k
l
c
w
o
r
k
_
R
e
n
t
o
n
_
D
C
R
-
Q
C
_
1
0
8
T
H
-
1
8
6
T
H
.
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
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
RENTON SEGMENT
GRADING PLAN
108TH 28+00 TO 108TH 33+00
1C10.14
164
A. VILLAR
C. WILCOX
K. CRAIG
SE
1
8
6
T
H
S
T
CURB RETURN SCHEDULE
1
2
RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT
108TH 31+71.72, 29.54' RT 108TH 32+01.71, 58.60' RT 30.00'46.19'88°12'31"465.79 466.36 466.84 467.35 467.96
108TH 32+39.94, 51.34' RT 108TH 32+64.24, 30.50' RT 35.00'35.99 58°54'59"468.71 468.74 468.75 468.81 468.86
108TH 31+68.60, 29.42' LT 108TH 32+00.94, 50.96' LT 35.00'41.20'67°26'18"465.65 465.98 466.23 466.54 466.76
10'20'
SCALE: 1" = 10'
0'
1S1.27
-
1S1.28
-
3
SEE ABOVE FOR
MEDIAN DETAIL
1C6.18
-
1C6.18
-
1C6.18
-
1C6.17
-
1C6.17
-
(1
8
6
T
H
-
L
I
N
E
)
R-4214164
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
1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26
1
1
02/05/26
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10
CURB RAMP GENERAL NOTES
CURB RAMP NOTES
1
2
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF
ARROWS SHOWN ON EXAMPLES.
5.FOR MEDIAN DETAILS, SEE GRADING PLANS.
6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH
BUTTONS AND SIGNAL EQUIPMENT.
3
4
CURB RAMP LEGEND
HMA (FULL DEPTH AND OVERLAY)
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
PL
31+00
108TH 30+69.34, 4.63' LT
DWS
4
108TH 30+59.36, 5.39' RT
DWS4
108TH 30+66.85, 29.54' RT
RAMP 21
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
PL
108TH 30+69.36, 5.37' RT
108TH 30+59.34, 4.61' LT
108TH 30+61.85, 29.55' LT
RAMP 11
10.0'
C:
\
p
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_
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k
d
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0
0
3
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8
9
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6
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2
0
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:
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6
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7
PL
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:
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9
,
2
0
2
6
-
0
1
:
5
0
:
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1
p
m
B
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L
E
E
N
3
XR
E
F
S
:
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.
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-
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N
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.
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;
X
-
D
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.
d
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g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
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
T
S
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
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 LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE (SR 515)
RENTON SEGMENT
CURB RAMP PLAN
108TH AVE SE
1C6.17
182
A. VILLAR
C. WILCOX
K. CRAIG
(108TH-LINE)
CURB RAMP TABLE
RAMP TYPE RAMP LEFT
WING
RAMP
WIDTH
RIGHT
WING
CURB RAMP
LENGTH
(MIN)
POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10%
PARALLEL A 1 5.00'5.00'12.00'5.00'108TH 30+61.85 108TH 30+66.85 -3.31 1.33 1.50 6.39 7.40 -3.31 6.55 7.40 1.50 1.50
PARALLEL A 2 13.00'5.00'5.00'5.00'108TH 30+66.85 108TH 30+61.85 3.60 1.50 1.50 7.45 6.40 3.60 7.44 6.37 1.50 1.50
PARALLEL CURB RAMP EXAMPLE
NTS
R-4214182
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
1 NAL AHV 01-30-26DCR #7 - 186TH OB STATION CHANGES
1
1
02/05/26
PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12
PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15
SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16
DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10
CURB RAMP GENERAL NOTES
CURB RAMP NOTES
1
2
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
3.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
4.NEGATIVE SLOPE INDICATES FLOW IN OPPOSITE DIRECTION OF
ARROWS SHOWN ON EXAMPLES.
5.FOR MEDIAN DETAILS, SEE GRADING PLANS.
6.REFER TO SIGNAL PLANS FOR PLACEMENT OF PEDESTRIAN PUSH
BUTTONS AND SIGNAL EQUIPMENT.
3
4
CURB RAMP LEGEND
HMA (FULL DEPTH AND OVERLAY)
CEMENT CONCRETE
LANDSCAPING
DETECTABLE WARNING SURFACE
CEMENT CONCRETE CROSSWALK
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
32+00 33+00
108TH 31+94.33, 39.81' RT
RAMP 12 108TH 32+52.24, 35.90' RT
RAMP 2
1
108TH 31+83.61, 32.79' LT
RAMP 3
1
C:
\
p
w
_
w
o
r
k
d
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r
\
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n
0
0
3
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9
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2
0
.
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:
1
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6
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1
8
PL
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T
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D
:
J
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2
9
,
2
0
2
6
-
0
1
:
5
7
:
1
3
p
m
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N
3
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E
F
S
:
X
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.
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;
X
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;
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.
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;
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.
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;
1
8
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;
X
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X
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P
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T
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.
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g
;
X
-
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_
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T
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N
.
d
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g
;
X
-
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N
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A
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N
T
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.
d
w
g
;
X
-
D
R
_
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
_
K
e
n
t
.
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
T
S
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
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 LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE (SR 515)
RENTON SEGMENT
CURB RAMP PLAN
108TH AVE SE & SE 186TH ST
1C6.18
183
A. VILLAR
C. WILCOX
K. CRAIG
(108TH-LINE)
CURB RAMP TABLE
SE
1
8
6
T
H
S
T
RAMP TYPE RAMP LEFT
WING RAMP WIDTH RIGHT
WING
CURB RAMP
LENGTH
(MIN)
POINT A (STA)POINT B (STA)S1%S2%S3%S4%S5%S6%S7%S8%S9%S10%
PERPENDICULAR A 1 12.08'5.00'5.00'7.48'108TH 31+94.33 108TH 31+90.74 1.50 7.95 7.89 9.33 4.85 1.60 1.60 1.50 1.50 N/A
PARALLEL A 2 8.10'6.04'7.61'5.00'108TH 32+52.24 108TH 32.47.62 -0.15 1.16 1.35 6.93 6.16 -0.38 7.92 7.18 1.03 1.32
PARALLEL A 3 7.03'5.94'14.78'5.00'108TH 31+83.61 108TH 31+88.74 -1.60 1.90 1.50 3.43 5.95 -1.50 3.48 7.11 1.51 1.65
SE
1
8
6
T
H
S
T
PERPENDICULAR CURB RAMP EXAMPLE
NTS
PARALLEL CURB RAMP EXAMPLE
NTS
(1
8
6
T
H
-
L
I
N
E
)
R-4214183
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
1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26
11
02/05/26
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE
FACE OF CURB.
2.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION.
3.REFER TO PAVING PLANS FOR ROADWAY PAVING DETAILS.
4.REFER TO ROW AND ALIGNMENT PLANS FOR ROADWAY ALIGNMENT
AND RIGHT-OF-WAY DETAILS.
5.CONTRACTOR TO ROUND DRIVEWAY TIE-IN POINT TO MATCH EXISTING
GRADE.
6.ALL ELEVATIONS SHOWN ARE FINISHED GRADE.
7.UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF
CURB ARE FLOWLINE ELEVATIONS.
CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104, 104.2, 104.4 AND 104.5.
CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE (TYPE AS
NOTED) PER CITY OF RENTON STD PLANS 104.1.
ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG
58H-22 OVER 4-IN CSTC.
CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101
CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
STD PLAN 101
1
2
3
4
DRIVEWAY GENERAL NOTES
DRIVEWAY NOTES
5
31
+
0
0
32
2
3
0
5
-
9
1
3
5
DW-R07 10+00.00
108TH 30+99.85
DW-R07 10+52.00
DW-R07 10+80.00
N: 162312.03
E: 1302861.02
DW-R07 10+29.54
5.5'
10+0010+80 DW-R07 10+28.54
-1.5%
-1.5%
-1
.
9
%
-2
.
0
%
-1.5%
-1.5%
-7
.
3
%
-7
.
3
%
6.
0
'
8.
0
'
8.
0
'
8.
0
'
FG 463.62
FG 463.55
FG 463.43
DW-R07 10+35.04, 8.00' RT
FG 463.50
DW-R07 10+52.00, 7.74' RT
FG 465.87
MATCH EXISTING
DW-R07 10+52.00, 5.39' LT
FG 466.07
MATCH EXISTING
DW-R07 10+35.04, 8.00' LT
FG 464.03
DW-R07 10+40.04, 7.92' RT
FG 464.08
DW-R07 10+40.04, 7.23' LT
FG 464.61
DW-R07 10+38.54, 16.00' LT
FG 464.67
3
2 TYPE R1
MATCH NEATLY TO EXISTING
ASPHALT SURFACE
FG 463.96
FG 464.54
HMA
CEMENT CONCRETE PAVEMENT
LANDSCAPING
RIGHT OF WAY (EXISTING)
RIGHT OF WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
FENCE
RETAINING WALL
DRIVEWAY LEGEND
460
465
470
475
460
465
470
475
10+0010+2010+4010+6010+8011+00
46
3
.
7
46
3
.
7
0
46
4
.
5
46
4
.
3
4
46
7
.
1
PROPOSED GROUND
EXISTING GROUND
1.50%
11.
5
0
%
13
.
8
3
%
-2.54%-1.10%
VP
I
S
T
A
=
1
0
+
3
0
.
0
4
EL
4
6
3
.
6
9
VP
I
S
T
A
=
1
0
+
3
5
.
0
4
BO
S
4
6
3
.
7
7
VP
I
S
T
A
=
1
0
+
4
0
.
0
4
EL
4
6
4
.
3
4
VP
I
S
T
A
=
1
0
+
5
2
.
0
0
EL
4
6
6
.
0
0
E
X
1
4
.
8
0
%
EX -1.66%
VP
I
S
T
A
=
1
0
+
1
7
.
0
4
EL
4
6
3
.
7
7
VPI STA 10+29.54
FL 463.53
VP
I
S
T
A
=
1
0
+
2
4
.
5
4
EL
4
6
3
.
5
8
EX
PR
O
P
20
+
0
0
19
2
3
0
5
-
9
0
0
1
DW-R06 10+80.00
N: 174592.49
E: 1300387.56
DW-R06 10+58.20
MATCH NEATLY TO EXISTING
ASPHALT SURFACE
20
.
0
'
8.5'
DW-R06 10+40.70
DW-R06 10+00.00
TAL-B 20+07.11
DW-R06 10+50.20, 20.00' RT
FG 31.56
DW-R06 10+58.20, 20.00' RT
MATCH EX
DW-R06 10+58.20, 19.45' LT
MATCH EX
DW-R06 10+50.20, 20.00' LT
FG 31.44
10+0010+80 N87° 20' 10"W
20
.
0
'
DW-R06 10+41.70
-5
.
1
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8.0'
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FG 31.87
FG 31.99
FG 31.83
FG 31.71
FG 31.39
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30
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25
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10+0010+2010+4010+6010+8011+00
31
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EX
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PROPOSED GROUND
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VPI STA 10+41.70
FL 31.29
EX -2.02%
EX 0.22%
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:
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
ISSUE FOR CONSTRUCTION MARCH 2025
10
8
T
H
A
V
E
S
E
(1
0
8
T
H
-
L
I
N
E
)
DW-R07-LINE
DRIVEWAY DW-R07 PROFILE
SINGLE RESIDENTIAL DRIVEWAY
10'20'
SCALE: 1" = 10'
0'
DRIVEWAY DW-R07 PLAN
SINGLE RESIDENTIAL DRIVEWAY
2'4'
SCALE: 1" = 2'
0'
HORIZ
VERT
RENTON SEGMENT
DRIVEWAY PLAN & PROFILE
1C9.04
187
A. VILLAR
C. WILCOX
B. HORN / K. CRAIG
TA
L
B
O
T
R
D
S
(T
A
L
-
B
-
L
I
N
E
)
DRIVEWAY DW-R06 PLAN
SINGLE COMMERCIAL DRIVEWAY
DW-R06-LINE
DRIVEWAY DW-R06 PROFILE
SINGLE COMMERCIAL DRIVEWAY
6 7
SOYAM INVESTMENTS LLC
710 S GRADY WAY
192305-900151
SEA MAIN AND YILIN CHAN
18429 108TH AVE SE
322305-913547
7.
0
'
6.
0
'
R-4214187
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
1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26
1
02/05/26
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
GENERAL NOTES
ADJUST EXISTING MANHOLE TO GRADE
RELOCATE UTILITY POLE (BY PSE)
RELOCATE VAULT (BY OTHERS)
RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
EXISTING UNDERGROUND TELECOM CONDUIT
EXISTING UNDERGROUND GAS MAIN (PSE)
ADJUST GAS VALVE (BY PSE)
RELOCATE GAS MAIN (BY PSE)
RELOCATE GAS MARKER (BY PSE)
RELOCATE UTILITY RISER (BY OTHERS)
REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
PROTECT EXISTING FEATURE IN PLACE
RELOCATE TRANSFORMER (BY PSE)
RELOCATE MANHOLE (BY OTHERS)
RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
FOR ABANDONMENT/REMOVAL OF CONDUIT SEE OTHER DISCIPLINE
UTILITY NOTES
24
25
26
27
28
29
40
41
45
48
47
49
50
42
20
44
56
57
58
23
59
60
61
/
/
//
/
/
//
/
/
/
/
/
/
/
/
/
////////
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////
/
/
/
/
/
/
///
/
/
28+00 29+00 30+00 31+00 32+00 33+00
PI: 108TH 27+57.10
11
+
0
0
N8
9
°
3
8
'
5
0
"
E
20
0
.
0
0
'
108TH 32+13.38=
N: 162196.520
E: 1302938.144
186TH 12+00.00
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
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PL
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PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
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PL
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PL
PL
PL
PL
PL
PL
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PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
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PL
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PL
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PL
PL
PL
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PL
PL
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PL
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PL
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PL
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PL
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AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO
F
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:
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
31815
P A U L M . TISSELL
R
EGIST E R E D
P
R
O
FE
SSIONA L E N G I N EER
STAT E O F WASHING
T
O
N
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
SE
1
8
6
T
H
S
T
RENTON SEGMENT
UTILITY PLAN
108TH 28+00 TO 108TH 33+00
1UT.16
207
I. VANBLANKENSTEIN
A. ZEA
P. TISSELL
50
2950
50
2850
50
28 50
29 50
2850
50
28 50
50
2850
50
PROPOSED TCE
EX ROW
50
11
EX ROW
WATER NOTES
11 REMOVE EXISTING VALVE BOX PER GENERAL NOTE 27 ON DWG 1UT.0A ONLY AFTER
WATER MAIN HAS BEEN REMOVED.
INSTALL NEW 10" DUCTILE IRON WATER MAIN.
INSTALL AND CONNECT TO EXISTING SOOS CREEK WATER & SEWER DISTRICT WATER
MAIN AFTER SUCCESSFUL PRESSURE TEST, CUBING, AND DISINFECTION PER SOOS
CREEK DESIGN AND CONSTRUCTION STANDARDS - WATER WITH 8" MJ SLEEVE AND 10"
DI SPOOL AS REQUIRED.
REMOVE EXISTING 10" DI WATER MAIN.
50
28
29
30
NOTIFY SOOS CREEK REPRESENTATIVES AT LEAST 72 HOURS IN ADVANCE OF ANY
CONSTRUCTION WORK. WORK SHALL NOT START UNTIL ALL MATERIAL, EQUIPMENT,
AND LABOR NECESSARY TO COMPLETE WORK IS ASSEMBLED ON THE SITE. WATER
MAIN WORK MUST BE COMPLETED IN ONE (1) WORKING DAY OR OVERNIGHT.
35
29
35
30
10" DI 90° HORZ. BEND, MJ
W/ CONC. BLKG
STA.29+87.47, 23.58' LT
10" DI 90° HORZ. BEND, MJ
W/ CONC. BLKG
STA.29+96.04, 23.71' LT
10" DI 45° HORZ. BEND, MJ
W/ CONC. BLKG
STA. 29+86.89, 46.76' LT
33 LF
15 LF28
S-421423 W-421423
WW
P
-
2
7
-
4
2
1
4
WT
R
-
2
7
-
4
2
1
4
35
29
28
35
35
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
1-10" GATE VALVE, MJxMJ
(STA. 29+80.47, 53.39' LT)
23
50
REATTACH/REPLACE OVERHEAD
POWER BY OTHERS (PSE)
REATTACH/REPLACE OVERHEAD
TELECOM BY OTHERS (ZAYO)
PROTECT WATER SERVICE AND MAIN, RELOCATE PSE UTILITY POLE AJZ PMT 02-09-261
1
1
02/13/26
GENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD
PLAN 400.2
INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF
RENTON PWD STD PLAN 203.00
INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON
PWD STD PLAN 204.40
INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON
PWD STD PLAN 204.10
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1, DRAWING NO. 1DRD.03
INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF
EXISTING STORM DRAINAGE PIPE
INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD
PLAN 200.30
INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN
400.1
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES
LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK
SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER
PROJECT SPECIFICATIONS.
17
18
19
20
21
22
23
464
46
8
468
468
458
456
468
476
464
466
462
4
6
0
46
6
460
4
7
0
470
46
0
4
5
6
458
460
4
6
2
46
4
45
8
456
462
4
6
2
466
464462
464
4
6
2
466
470
472
474
476
47
8
474
472
476
470
28+00 29+00 30+00 31+00 32+00 33+00
11
+
0
0
UDUD
9 LF 4" DI SD
SDCB (1-51) TYPE 1
108TH 31+13.11, 28.69 RT
RIM EL = 463.97
128
IE = 460.90 (12" S) IN
IE = 462.32 (4" W) IN
IE = 460.90 (12" N) OUT
F
F
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.
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w
g
IM
A
G
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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
33200
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
SE
1
8
6
T
H
S
T
RENTON SEGMENT
DRAINAGE PLAN
108TH 28+00 TO 108TH 33+00
1DR.16
229
J. GREEN
H. JOHNSON
J. ETULAIN
1
18
18
9 LF 3" SD
7 LF 3" SD
4" PERFORATED PVC PIPE. SEE RETAINING
WALL PLAN AND ELEVATION, SHEET 1R1.06
6" CLEANOUT
108TH 31+09.82, 37.36 RT
IE = 463.25
6" CLEANOUT
108TH 31+58.11, 40.43 RT
IE = 465.49
R-4214229
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
6" CLEANOUT
108TH 31+15.00, 39.62 RT
IE = 464.17
6" CLEANOUT
108TH 31+65.34, 49.18 RT
IE = 466.11
6" CLEANOUT
108TH 31+72.99, 49.23 RT
IE = 466.55
1717
1
ILE WBH 01/30/26DCR #7- RENTON 186TH OB STATION CHANGES1
1
02/04/26
460
465
470
460
465
470
-0+10 0+00 0+20 0+40 0+60 0+70
BE
G
I
N
W
A
L
L
R
0
6
R
EN
D
W
A
L
L
R
0
6
R
BOTTOM OF
WALL
FINISHED GROUND
AT BACK OF WALL
WALL R06R 0+62.00
TOP OF WALL
AP EN
D
P
Y
L
O
N
F
O
O
T
I
N
G
WA
L
L
R
0
6
R
S
T
A
0
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0
0
EL
E
V
4
6
5
.
4
7
WA
L
L
R
0
6
R
S
T
A
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5
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E
V
4
6
7
.
5
0
WA
L
L
R
0
6
R
S
T
A
0
+
2
1
.
5
7
EL
E
V
4
6
7
.
5
6
ELEV 463.30
WA
L
L
R
0
6
R
S
T
A
0
+
6
5
.
9
6
EL
E
V
4
6
8
.
3
5
WA
L
L
R
0
6
R
S
T
A
0
+
4
5
EL
E
V
4
6
7
.
6
5
ELEV 463.67
ELEV 464.30
ELEV 464.67 ELEV 465.19
ELEV 464.19
ELEV 463.19
ELEV 465.69
ELEV 464.78 ELEV 463.78
ELEV 465.99
ELEV 464.92
ELEV 463.92
ELEV 466.61
ELEV 465.61
ELEV 467.02
TOP OF SIDEWALK
BE
G
I
N
S
H
E
L
T
E
R
F
O
O
T
I
N
G
WA
L
L
R
0
6
R
S
T
A
0
+
3
7
.
5
0
EL
E
V
4
6
7
.
6
2
EN
D
S
H
E
L
T
E
R
F
O
O
T
I
N
G
WA
L
L
R
0
6
R
S
T
A
0
+
4
0
.
5
0
EL
E
V
4
6
7
.
6
3
BE
G
I
N
P
Y
L
O
N
F
O
O
T
I
N
G
EXISTING GROUND
AT BACK OF WALL
AP WA
L
L
R
0
6
R
S
T
A
0
+
5
9
.
5
1
EL
E
V
4
6
8
.
9
4
AP WA
L
L
R
0
6
R
S
T
A
0
+
4
8
.
1
7
EL
E
V
4
6
8
.
1
8
ELEV 464.69
ELEV 463.69
ELEV 464.99
ELEV 466.02
ELEV 465.78
ELEV 465.92
SD
UD
U
D
U
D
UDUDUDUDUDUDUD
SD
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
GENERAL NOTES
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.SEE RENTON SEGMENT ROW, SURVEY CONTROL AND ALIGNMENT
PLANS FOR ROADWAY ALIGNMENT INFORMATION.
LEGEND
WALL UNDERDRAIN
EXISTING GROUND
PEDESTRIAN GUARDRAIL OR TRAFFIC BARRIER
RETAINING WALL
RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
PROPERTY LINE (EXISTING)
TEMPORARY CONSTRUCTION EASEMENT
UD
C:
\
p
w
_
w
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d
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\
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0
0
3
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d
a
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c
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\
d
0
6
0
1
3
8
9
\
1
R
1
.
0
1
.
d
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|
L
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t
:
1
R
1
.
0
4
PL
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T
T
E
D
:
F
e
b
1
7
,
2
0
2
6
-
0
2
:
1
6
:
0
4
p
m
B
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D
a
c
c
i
h
m
XR
E
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S
:
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l
l
.
d
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;
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T
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D
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R
_
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0
2
0
.
d
w
g
;
X
-
L
E
G
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N
D
.
d
w
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;
1
8
2
2
9
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.
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;
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.
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;
X
-
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.
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;
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-
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.
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;
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-
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N
.
d
w
g
;
X
-
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_
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N
T
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N
.
d
w
g
;
X
-
D
R
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
R
E
N
T
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N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
E
T
-
W
A
L
L
-
E
L
E
V
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
E
L
_
R
E
N
T
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 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
ISSUE FOR CONSTRUCTIONISSUE FOR CONSTRUCTION MARCH 2025
WALL R06R - PLAN - CIP CONC WALL KC METRO TYPE COMBINED
WALL R06R - DEVELOPED ELEVATION - CIP CONC WALL KC METRO TYPE COMBINED
5'10'
HORIZONTAL SCALE
0'
2.5'5'
VERTICAL SCALE
0'
108TH AVE SE
WALL R06R
LAYOUT LINE
BEGIN WALL R06R
WALL R06R 0+00.00 =
108TH 31+11.27
RT 36.54'
RENTON SEGMENT
RETAINING WALL PLAN AND ELEVATION
WALL R06R
1R1.04
250
H. D'ACCI
H. D'ACCI
X. WU
CALL 811 BEFORE YOU DIG
B
1R
2
.
0
1
A
EXISTING
ROW
AP
WALL R06R 0+05.00 =
108TH 31+15.85
RT 38.54'
END WALL R06R
WALL R06R 0+65.96 =
108TH 31+72.31
RT 48.15'
TCE
BEGIN SHELTER FOOTING
WALL R06R 0+21.57 =
108TH 31+32.42
RT 38.54'
END SHELTER FOOTING
WALL R06R 0+37.50 =
108TH 31+48.35
RT 38.54'
BEGIN PYLON FOOTING
WALL R06R 0+40.50 =
108TH 31+51.35
RT 38.54'
END PYLON FOOTING
WALL R06R 0+45.00 =
108TH 31+55.85
RT 38.54'
SHELTER
FOOTING PYLON
FOOTING
LIGHT POLE
FOUNDATION, TYP
SHELTER
FOOTING PYLON
FOOTING
A
1R
2
.
0
1
A
RETAINING WALL
FOOTING
EXISTING
WATER LINE
LIGHT POLE
FOUNDATION
R-4214250
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
AP
WALL R06R 0+47.11 =
108TH 31+57.95
RT 38.54'
AP
WALL R06R 0+59.51 =
108TH 31+65.86
RT 48.10'
DCR #7 - RENTON 186TH OB STATION CHANGES1 DAM
1
HMD 01-30-26
RELOCATED PSE
POLE
POWER PEDESTAL
FOOTING
02/19/2026
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
4" SCHED 40 PERFORATED PVC
PIPE FOR WALLS HIGHER THAN
3'-0"
FILTER FABRIC & DRAIN PIPE
FOR WALLS HIGHER THAN 3'-0"
6"
MI
N
(2) #5
UNDISTURBED SOIL
(4) #5
#4 @ 12" W/ 3" COVER 6"1'-6"1'-3"
4'
-
0
"
M
A
X
6"
TY
P
6"
VARIES
1'-0"
#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
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"
#6 REBAR @12" OC
VARIES
PEDESTRIAN
GUARDRAIL TYPE 1
2"x4" KEY
#4 @ 12" OC EW
#5 REBAR @
12" OC EW (TYP
TO SIDEWALLS)
2'
-
0
"
M
I
N
/
4
'
-
0
"
M
A
X
2'
-
6
"
MI
N
.
5'-0"8"2'-0"
1'
-
0
"
(8) #6
REBAR
OVERLAPPING
LENGTH 2'-0"
EXISTING GROUND
(VARIES)
WALL LAYOUT LINE
TOP OF WALL
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
SIDEWALK OR SIDEWALK
EXTENSION PER CITY STD
DETAIL BEYOND THE THICKENED
EDGE SHOWN
6"
ALIGNED W/ VERT REINF
#4
2'-6"
2'
-
6
"
@ 12" OC
STRUCTURE FILL
4" - 6" QUARRY SPALLS
FILTER FABRIC
4" Ø PERFORATED PIPE, SEE PLANS
FOR DAYLIGHTING REQUIREMENTS
1" MINUS WASHED ROCK
DAYLIGHT TO
LANDSCAPED AREA
2'
-
0
"
1
1
5"
PEDESTRIAN
GUARDRAIL
VARIES
6"
REBAR OVERLAPPING
LENGTH 2'-0"
ALIGNED W/ VERT REINF
2X4 KEY
10" THICK CONC
RETAINING WALL
#5 @ 12" OC VERT
#4 @ 8" OC HORIZ
#5 @ 12" OC
DOWELS
(3) #5
2X4 KEY #5 @ 10" OC
(6) #5
STRUCTURAL FILL
4" TO 6" QUARRY SPALLS
1'
-
0
"
1'
-
6
"
4'-3"1'-3"
2'
-
6
"
5'
-
9
"
M
A
X
3"
CL
R
#4
2'-6"
2'-
6
"
@ 12" OC
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
#4 @ 12" OC
(5) #4
SIDEWALK OR SIDEWALK
EXTENSION PER CITY STD DETAIL
BEYOND THE THICKENED EDGE
SHOWN
FILTER FABRIC
4" Ø PERFORATED PIPE, SEE PLANS
FOR DAYLIGHTING REQUIREMENTS
1" MINUS WASHED ROCK
DAYLIGHT TO
LANDSCAPED AREA
1'
-
2
"
1
1
5"
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 FOR WALLS HIGHER THAN
3'-0"
FILTER FABRIC & DRAIN PIPE
FOR WALLS HIGHER THAN 3'-0"
6"
MI
N
(2) #5
UNDISTURBED SOIL
(2) #5
1'-3"
4'
-
0
"
M
A
X
2'
-
0
"
1'-0"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 REBAR @12" OC
2'
-
0
"
VARIES
PEDESTRIAN
GUARDRAIL TYPE 1
& SHELTER LEGSEE SITE PLAN FOR
LOCATION OF CONDUIT
2"x4" KEY
SIDEWALL
STRUCTURAL FILL
4" - 6" QUARRY SPALLS
SEE TYPICAL STATION SECTIONS
FOR SHELTER OR PYLON
FOOTING DETAILS
#5 REBAR @
12" OC EW (TYP
TO SIDEWALLS)
2'
-
0
"
M
I
N
/
4
'
-
0
"
M
A
X
2'
-
6
"
MI
N
.
5'-0"8"2'-0"
1'
-
0
"
(8) #6
REBAR
OVERLAPPING
LENGTH 2'-0"
EXISTING GROUND
(VARIES)
FILTER FABRIC
4" Ø PERFORATED PIPE, SEE PLANS
FOR DAYLIGHTING REQUIREMENTS
1" MINUS WASHED ROCK
WALL LAYOUT LINE
TOP OF WALL
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
ALIGNED W/ VERT REINF
#4
2'-6"
2'
-
6
"
@ 12" OC
DAYLIGHT TO
LANDSCAPED AREA .PEDESTRIAN GUARDRAIL TYPE 1 TRIM REINF AROUND SHELTER
SHOE BEARING BLOCKOUT
VARIES
1'
-
2
"
10" THICK CONC
RETAINING WALL
#5 @ 12" OC VERT
#4 @ 8" OC HORIZ
#5 @ 12" OC
DOWELS
(3) #5
2X4 KEY #5 @ 10" OC
(6) #5
STRUCTURAL FILL
4" TO 6" QUARRY SPALLS
1'
-
0
"
1'
-
6
"
4'-3"1'-3"
2'
-
6
"
5'
-
9
"
M
A
X
3"
CL
R
WALL LAYOUT LINE
WA
L
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H
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,
H
,
VA
R
I
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S
,
S
E
E
E
L
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V
A
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FILTER FABRIC
4" Ø PERFORATED PIPE, SEE PLANS
FOR DAYLIGHTING REQUIREMENTS
1" MINUS WASHED ROCK
DAYLIGHT TO
LANDSCAPED AREA
SEE KC METRO STANDARD
DRAWING D101C FOR SHELTER
FOOTING DETAILS NOT SHOWN.
#5 @ 12" OC
#5 @ 12" OC
10"5"
1" PREMOLDED JOINT FILLER
SHELTER LEG1'-8 1/2"
6 3/4"
C:
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:
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
ISSUE FOR CONSTRUCTION MARCH 2025
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
1R1.02,1R1.06 SCALE:
CIP CONC WALL
COUNTERFORT WALL WITH INTEGRATED SIDEWALK
SECTION
NTS
C
1R1.01
SCALE:
CIP CONC WALL
COMBINED RETAINING WALL - 2'-0" SHELTER OR PYLON FOOTING
SECTION
NTS
B
1R1.02,1R1.06
SCALE:
CIP CONC WALL
COMBINED OVER 2'-0" HIGH FILL WALL - SIDEWALK
SECTION
NTS
E
1R1.03
NOTE:
IF WALL/FTG NOT CONSTRUCTED
MONOLITHICALLY, ROUGHEN TOP
SURFACE OF SLAB UNDER WALL CLEAN
AND COAT WITH CONC EPOXY BONDING
COMPOUND OR PRODUCE A 1" D X 4" W
CONTINUOUS KEYWAY.
SCALE:
CIP CONC WALL
COMBINED OVER 2'-0" HIGH FILL WALL - SHELTER OR PYLON FOOTING
SECTION
NTS
F
1R1.03
SCALE:
CIP CONC WALL
COUNTERFORT WALL WITH F50 SHELTER FOOTING
SECTION
NTS
D
1R1.01 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
1 DCR #7 - RENTON 186TH OB STATION CHANGES DAM
1
HMD 01-30-26
02/19/2026
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
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S
,
S
E
E
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L
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V
A
T
I
O
N
8" *
#5 @ 12" W/3" COVER
4" SCHED 40 PERFORATED PVC
PIPE
6"
MI
N
1'-6"ROW
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:
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d
w
g
IM
A
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E
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:
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
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
RETAINING WALL DETAILS
1R2.01A
253A
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 TO ACCOMMODATE 2" MAX
ARCH RELIEF THICKNESS.
*DIMENSION TO ACCOMMODATE 2" MAX
ARCH RELIEF THICKNESS.
DCR #7 - RENTON 186TH OB STATION CHANGES1 DAM
1
HMD 01-30-26
NOTE:
IF WALL/FTG NOT CONSTRUCTED
MONOLITHICALLY, ROUGHEN TOP
SURFACE OF SLAB UNDER WALL CLEAN
AND COAT WITH CONC EPOXY BONDING
COMPOUND OR PRODUCE A 1" D X 4" W
CONTINUOUS KEYWAY.
02/19/2026
EXISTING STATION. MODIFY SIGN TO I LINE STATION
SHELTER FOUNDATION PER RAPIDRIDE 2 STD DWG S1.01-S2.22 AND
FOOTING DETAILS
TECH PYLON FOUNDATION PER RAPIDRIDE 2 STD DWG S3.01 AND
FOOTING DETAILS
PEDESTRIAN GUARDRAIL PER DETAIL D ON SHEET 1S5.01
STEM WALL PER RAPIDRIDE 2 STD DWG S2.22, DETAIL 5
F50 SHELTER FOOTING WITH STEM WALL PER DETAIL ON SHEET
1R2.03
F50 SHELTER FOUNDATION PER METRO STD DETAIL D101C
CEMENT CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON
SHEET 1C5.02
SHELTER OR PYLON FOOTING WITH THICKENED EDGE PER DETAIL B
ON SHEET 1C5.02
F50 SHELTER FOOTING WITH THICKENED EDGE PER DETAIL C ON
SHEET 1C5.02
CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D
ON SHEET 1C5.02
SHELTER OR PYLON FOOTING WITH INTEGRAL CURB PER DETAIL E
ON SHEET 1C5.02
GATE IN PEDESTRIAN GUARDRAIL PER TYPCAL STATION DETAIL D ON
SHEET 1S6.02.
B21 SHELTER FOOTING PER METRO STD DETAIL D103
STATION NOTES
1
2
3
4
STATION GENERAL NOTES
1.SEE SHEET 1S1.00 FOR STATION GENERAL NOTES AND LEGEND.
5
6
7
9
8
10
11
12
13
14
31+00 32+00
8.
5
'
32.5'
5.
0
'
SD
UD
U
D
U
D
UDUDUDUDUDUDUD
SD
F
16.5'
-1
.
5
%
-2.
2
%
-1
.
5
%
-3.1%
7.5'
1.
5
'
4.
0
'
108TH 31+48.35, 38.54' RT2BOS 465.69
108TH 31+15.85, 38.54' RT
BOS 464.67
108TH 31+11.27, 36.54' RT
BOS 464.30
108TH 31+72.31, 48.15' RT
BOS 467.02
TOW 465.47
EX 464.58
TOW 467.50
EX 466.69
TOW 467.62
EX 467.14
TOW 468.35
EX 468.54
108TH 31+07.85, 29.54' RT
FL 463.79
108TH 31+15.85, 29.54' RT
FL 464.04
TOC 463.96
TOC 464.54
108TH 31+71.72, 29.54' RT
FL 465.79
TOC 466.29
108TH 31+33.10, 37.81' RT5FG 465.20
108TH 31+47.79, 37.81' RT5FG 465.66
108TH 31+32.42, 38.54' RT2BOS 465.19
TOW 467.56
EX 466.99
108TH 31+48.35, 29.54' RT
FL 465.06
TOC 465.56
-3.1%
108TH 31+55.85, 29.54' RT
FL 465.30
TOC 465.80
-3.1%
108TH 31+55.85, 38.54' RT3BOS 465.92
TOW 467.64
EX 467.13
108TH 31+57.95, 38.54' RT
BOS 465.99
TOW 467.65
EX 467.01
108TH 31+65.86, 48.10' RT
BOS 466.61
-0
.
6
%
-3
.
4
%
TOW 468.94
EX 468.75
-1
.
5
%
18
.
1
'
STATION 57300 (OB) AMENITIES
DESCRIPTION TYPE QTY
SHELTER FOUNDATION MEDIUM - 15'-11" x 5'-2"1
SHELTER MEDIUM 1
REAR WINDSCREEN 1
LEFT WINDSCREEN 0
RIGHT WINDSCREEN 0
REAR WINDSCREEN WITH
LEAN RAIL 1
FLAG 1
FLAG POST 1
ROUTE HOLDER 1
SCHEDULE HOLDER 1
TECH PYLON FOUNDATION 4'-6" x 5'-2"1
TECH PYLON 1
STATION 57300 (OB) AMENITIES
STATION 57300 (OB) AMENITIES
RTIS 2
ORCA CARD READER 0
RAPIDRIDE MAP CASE 1
TEXT TO SPEECH
PLACARD 1
ORCA SIGN 0
PEDESTRIAN LUMINAIRE
FOUNDATION 1
PEDESTRIAN LUMINAIRE HARDWIRED 1
CURB PAINT 1
TRASH RECEPTACLE 1
FREESTANDING BENCH 2
BOLLARD 0
PEDESTRIAN GUARDRAIL 0
C:
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.
d
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IM
A
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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
ISSUE FOR CONSTRUCTION MARCH 2025
5'10'
SCALE: 1" = 5'
0'
108TH AVE SE (SR 515)
(108TH-LINE)
LOCATION MAP
PLAN - STATION 57300 (OB) TIER 2
108TH AVE SE
SE
1
8
6
T
H
S
T
107TH AVE SE
RENTON SEGMENT
STATION PLAN
ID# 57300
1S1.27
284
A. VILLAR
C. WILCOX
B. MANN / K. CRAIG
1C9.04
7
1C6.18
-
EXISTING POLE
TO BE
RELOCATED
EXISTING WATER
LINE TO REMAIN
EXISTING FIRE
HYDRANT TO
REMAIN
1R1.04
-
R-4214284
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
EXISTING WATER
METER TO REMAIN
SE
1
8
6
T
H
S
T
1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26
1
02/05/26
30+00 31+00 32+00
U
D
UDUDUDUD
O
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OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
O
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C
AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO
O
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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
ISSUE FOR CONSTRUCTION MARCH 2025
10'20'
SCALE: 1" = 10'
0'
108TH AVE SE
SE
1
8
6
T
H
S
T
(108TH-LINE)
STATION 57300 (OB)
TIER 2
RENTON SEGMENT
ELECTRICAL SITE PLAN
ID# 57300
1E1.09
303
A. KING
S. XIA
X. ZHANG
METRO RAPIDRIDE
SHELTER
METRO TECH PYLON
LOCATION MAP ELECTRICAL WIRING SCHEMATIC
PSE PROVIDED
SECONDARY JB
PER PSE
#12-3TC
#12-3TC, 2-#8, #8G
3-#4
51
3 1
1.PSE WILL PROVIDE CONDUIT(S) FROM THE PRIMARY SERVICE POINT
TO A SECONDARY SERVICE JUNCTION BOX FOR STATION SERVICE
CONNECTIONS PRIOR TO I LINE RAPIDRIDE CONSTRUCTION.
2.HAND DIGGING OR EXCAVATION BY VACTOR MAY BE REQUIRED FOR
CONDUIT INSTALLATION IN AREAS WHERE EXISTING UNDERGROUND
UTILITIES AND/OR TREE ROOTS ARE PRESENT.
3.INSTALL SPARE CONNECTIONS FOR FUTURE METRO FIBER OPTIC
COMMUNICATION TO THE STATION.
4.SEE 1S1.27 FOR STATION PLANS AND AMENITIES DETAILS.
GENERAL NOTES
CONSTRUCTION NOTES
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH
AND CONDUIT TO AVOID UTILITIES.
PROVIDE AND INSTALL METRO ELECTRICAL SERVICE PEDESTAL WITH
METER SOCKET (22K). SEE 1E2.01 FOR MOUNTING AND FOUNDATION
DETAIL. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS
SHOWN BY "F" ON THE PLANS.
PROVIDE AND INSTALL WSDOT TYPE 2 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.10-04. LABEL JUNCTION BOX "METRO".
SERVICE POINT. COORDINATE WITH PSE ELECTRICAL SERVICE
REPRESENTATIVE FOR CONNECTION TO THE SECONDARY SERVICE
JUNCTION BOX (SR# 105101868).
3
5
4
1
NEW PSE SERVICE POLE
POLE #316221-166288
NEW PSE SERVICE POLE
POLE #316211-1662885
F
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE SHELTER LIGHTS TECH
PYLON GROUND SERVICE PULL TAPE REMARKS
1 2" RGS METRO SERVICE 3-#4
2 2" RGS METRO ELEC.#12-3TC 2-#8 #8G
3 3/4" RGS METRO ELEC.#12-3TC LABEL CONDUCTORS WITH
"SHELTER LIGHTS"
4 1" RGS METRO ELEC.2-#8 #8G LABEL CONDUCTORS WITH "TECH
PYLON"
5 1.5" PVC METRO ITS 1 SPARE
6 2" PVC METRO ITS 1 SPARE
7 PER PSE PER PSE PROVIDED BY PSE
X
EX. PSE POLE
#316224-166282
7
EX. PSE POLE
#316224-166282
O
H
P
O
H
P
O
H
P
PER PSE
SEE ITS PLAN
1 I1.16
T-4214303
TR
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4
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1
4
LU
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108TH AVE SE
SE
1
8
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T
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S
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1
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P
L
PSE PROVIDED
SECONDARY JB
OB STATION
PANEL: #______
VOLTAGE RATING: 120/240 VOLTS, 1 PHASE, 3 WIRE
BUS RATING: 100 AMPS
MAIN BREAKER: 60 AMPS
FEED: BOTTOM
FAULT CURRENT: 9,300 AMPS
INTERRUPTING CAPACITY: 22,000 AMPS
CIRCUIT DESCRIPTION VA CKT BRKR
TECH PYLON 203 1 1/20
SHELTER LIGHTS 154 2 1/20
SPACE 3
SPACE 4
SPACE 5
SPACE 6
SPACE 7
CONNECTED LOAD = (203+154) = 357 VA = 2.975 AMPS AVERAGE
CONTINUOUS LOAD = ((203+154)*1.25) = 446 VA = 3.719 AMPS AVERAGE
1 DCR #7 - 186TH OB STATION UPDATES AMK MCP 02-05-26
41
4
ELEC
3
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1
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1
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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 473
R ERSGEITE D
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
INTERCONNECT
GENERAL NOTES AND LEGEND
1I1.00
319
M. POWERS
A. KING
S. RAHMAN
CONSTRUCTION NOTES
1 REMOVE EXISTING JUNCTION BOX
REMOVE EXISTING SMALL CABLE VAULT AFTER EXISTING FIBER HAS BEEN REMOVED AND REINSTALLED THROUGH NEW CONDUIT PATHWAY.
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02.
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND CONDUIT TO AVOID UTILITIES.
INSTALL CONDUIT(S) TO EXISTING JUNCTION BOX.
INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW JUNCTION BOX.
SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE EXISTING FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER.
SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANEL BY CORRESPONDING COLOR/NUMBER.
CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK AND CUT EXISTING FIBER TRUNK. PULL BACK EXISTING
LATERALS INTO SIGNAL CABINET AND PULL BACK EXISTING TRUNK WEST TO NEW TYPE 8 JUNCTION BOX FOR REINSTALLATION.
ABANDON EXISTING FIBER EAST TO GRADY/TALBOT.
INSTALL SMALL OPEN BOTTOM CABLE VAULT PER DETAILS ON DRAWING 1I2.10.
INSTALL ETHERNET SWITCH IN THE SIGNAL CABINET. PATCH FIBERS TO SWITCH PER DETAILS ON DRAWING 1I2.02.
CUT EXISTING 2-12CT FIBER LATERAL CABLES FROM EXISTING FIBER TRUNK.
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.
INSTALL ONE 3" PVC CONDUIT RISER ON EXISTING UTILITY POLE. SEE DETAILS ON DRAWING 1I2.12. SEE POLE SCHEDULE ON DRAWING
1I2.13 FOR HEIGHT OF RISER.
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13.
ATTACH NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.12.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS
BACK TO PRECONSTRUCTION CONDITIONS.
WSDOT TO REMOVE AND REINSTALL THE EXISTING 12-CT WSDOT FIBER FROM THE WSDOT FIBER VAULT ON THE SW CORNER OF TALBOT RD S AND
S RENTON VILLAGE PL TO THE EXISTING CABLE VAULT IN THE LANDSCAPING NEAR TRITON TOWER PARKING LOT.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO
QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
COIL SLACK FIBER IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.23
25
DISCONNECT EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL AND PULL BACK TO NEW SMALL CABLE VAULT THROUGH
NEW CONDUIT FOR SPLICING.26
24
SEATTLE IT TO PULL BACK EXISTING 1-288CT SDOT FIBER FROM THE EXISTING TALBOT RD S/S RENTON VILLAGE PL FIBER VAULT TO THE EXISTING
TALBOT ROAD S/S 7TH ST FIBER VAULT. SEATTLE IT TO REINSTALL THE 1-288CT SDOT FIBER CABLE THROUGH EXISTING AND NEW CONDUIT ROUTE.
ITS GENERAL NOTES
1.CONTACT THE CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT
(425) 430-7423 TO COORDINATE ACCESS INTO TRAFFIC SIGNAL CONTROLLER CABINETS.
2.SLACK CABLE FOR FIBER TERMINATIONS SHALL NOT BE STORED IN THE TRAFFIC SIGNAL
CONTROLLER CABINET. SLACK CABLE SHALL BE COILED IN THE VAULT INDICATED ON THE PLANS.
SEE FIBER ROUTE SCHEMATIC DRAWINGS 1I2.01-02 FOR QUANTITIES OF CABLE TO BE STORED IN
EACH VAULT.
3.AT LEAST TWO LOOPS OF FIBER CABLE SHALL BE STORED IN ALL JUNCTION BOXES WHERE AN
EXACT AMOUNT OF SLACK IS NOT IDENTIFIED.
4.ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX, VAULT,
AND TRAFFIC SIGNAL CONTROLLER CABINET.
5.ANY EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE
REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED IN THE SPECIFICATIONS.
6.CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES IN THE FIELD BEFORE PERFORMING
ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING OR
BORING NEAR EXISTING UTILITIES.
7.ALL CONDUIT ROUTES SHOWN IN THE PLANS ARE TO BE FIELD VERIFIED. CONDUIT ROUTES AND
JUNCTION BOX PLACEMENT IS SCHEMATIC.
PULL BACK EXISTING 1-48CT FIBER FROM THE EXISTING SPLICE POINT AND REINSTALL THROUGH EXISTING CONDUIT AND NEW
INTERCEPTED CONDUIT TO THE EAST TO THE NEW CABLE VAULT AT THE GRADY/LAKE INTERSECTION.
REPLACE EXISTING TRAFFIC SIGNAL CONTROLLER. SEE SPECIFICATIONS FOR CONTROLLER TYPE.
CUT EXISTING 1-36CT SMFO FROM EXISTING ITS PULL BOX AND AND REMOVE THE EXISTING 1-36CT SMFO FROM HERE TO THE
106TH TRAFFIC SIGNAL CABINET. INSTALL FIBER SPLICE CASE AND SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM
1I2.03-1I2.09. COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN THE FIBER ROUTE SCHEMATIC ON
DRAWING 1I2.01-1I2.02.
DISCONNECT AND REMOVE EXISTING 1-36CT SMFO FROM EXISTING TRAFFIC SIGNAL.
PULL BACK EXISTING 1-25PR COPPER INTERCONNECT INTO THE NEW TYPE 8 JUNCTION BOX AND REINSTALL TO WEST THROUGH
EXISTING AND NEW CONDUIT ROUTE .
27
DISCONNECT EXISTING COPPER SPLICE IN JUNCTION BOX AND REMOVE THE EXISTING 1-6PR TO THE SIGNAL CABINET. SPLICE THE NEW
1-6PR FROM THE SIGNAL CABINET WITH THE EXISTING 1-25PR TO NORTH AND THE EXISTING 1-25PR TO EAST IN THE JUNCTION BOX.
COORDINATE WITH CITY OF RENTON FOR COPPER SPLICING.
28
REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER EXISTING 48-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED
THROUGH NEW ITS PATHWAY BETWEEN NEW CABLE VAULT AT S GRADY WAY/LAKE AVE S AND NEW CABLE VAULT AT S GRADY WAY/TALBOT RD S.
29
30 ADJUST JUNCTION BOX TO GRADE.
REMOVE EXISTING JUNCTION BOX AND ABANDON EXISTING CONDUITS AFTER THE EXISTING 288-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY
SEATTLE IT AND THE EXISTING 12-CT SMFO CABLE HAS BEEN REMOVED AND REINSTALLED BY WSDOT THROUGH THE NEW ITS PATHWAY BETWEEN TALBOT RD
S/S 7TH ST FIBER VAULT AND TALBOT RD S/S RENTON VILLAGE PL FIBER VAULT.
31
T-4214319
TR
O
-
4
1
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
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2
1
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1
3
2
C2
1
0
0
1
1
2
8
RIGHT-OF-WAY
PROPERTY LINE
FENCE
FIRE HYDRANTS
UTILITY POLE ANCHOR
UTILITY POLE
POWER VAULT
LUMINAIRE POLE (TIMBER)
JUNCTION BOX - TYPES 1, 2/4 AND 3/8
TRAFFIC SIGNAL POLE WITH LUMINAIRE
ELECTRICAL SERVICE CABINET
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL CABINET
CONDUIT
CONSTRUCTION NOTE
PULL BOX
EXISTING PROPOSED DESCRIPTION
SMALL CABLE VAULT
WIRE NOTE
VEHICLE SIGNAL HEAD
PEDESTRIAN SIGNAL HEAD
OPTICOM EVP DETECTOR
TRAFFIC SIGN
MANHOLE
C
AERIAL FIBER OPTIC AFO
LEGEND
X
X
SPLICE LATERAL CABLES TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH PANELS IN THE UPPER AND LOWER COMPARTMENTS OF THE TRAFFIC SIGNAL
CABINET (ACCORDING TO SPLICE DETAILS) BY CORRESPONDING COLOR/NUMBER.32
REMOVE EXISTING COR COMM PULL BOX AFTER EXISTING FIBER HAS BEEN REMOVED AND REINSTALLED THROUGH NEW CONDUIT PATHWAY.33
1 DCR #7 - 186TH OB STATION UPDATES AMK MCP 02-05-26
CONSTRUCTION NOTES (CONT.)
34 INSTALL ONE 3" PVC CONDUIT RISER ON RELOCATED UTILITY POLE. SEE DETAILS ON DRAWING
1I2.12. SEE POLE SCHEDULE ON DRAWING 1I2.13 FOR HEIGHT OF RISER.
INSTALL NEW MESSENGER CABLE TO RELOCATED UTILITY POLE AT HEIGHT SPECIFIED ON
THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH NEW AERIAL FIBER OPTIC CABLE TO
MESSENGER BY LASHING. SEE DETAILS ON DRAWING 1I2.12.
35
1
2/6/2026
28+00 29+00 30+00 31+00 32+00 33+00
11
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322305-9111
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DESIGNED:
DRAWN:
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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 473
R ERSGEITE D
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
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N
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1
8
6
T
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34
5
22
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 AERIAL 1 - 36 SMFO
2 3" PVC 1 - 12 SMFO
3 3" PVC 1 - 36 SMFO
4 3" HDPE 1 - 12 SMFO
RENTON SEGMENT
INTERCONNECT PLAN
108TH 28+00 TO 108TH 33+00
1I1.16
332
M. POWERS
A. KING
S. RAHMAN
X
35
16
GENERAL NOTES
1.SEE SIGNAL PLANS 1TS1.12A FOR ADDITIONAL WORK AT
THE INTERSECTION.
CONSTRUCTION NOTES
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21.02.
TRENCH AND INSTALL CONDUIT. ADJUST ROUTING OF TRENCH AND
CONDUIT TO AVOID UTILITIES.
SPLICE FIBERS TO PRE-TERMINATED PIGTAIL IN THE NEW FIBER PATCH
PANEL BY CORRESPONDING COLOR/NUMBER.
INSTALL NEW MESSENGER CABLE TO EXISTING UTILITY POLE AT HEIGHT
SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH NEW
AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE DETAILS ON
DRAWING 1I2.12.
BORE AND INSTALL CONDUIT. ADJUST BORE TO AVOID UTILITIES AS
NEEDED. RESTORE AREA DISTURBED BY CORING OPERATIONS BACK TO
PRECONSTRUCTION CONDITION.
SPLICE FIBERS ACCORDING TO FIBER OPTIC SPLICE DIAGRAM 1I2.03-1I2.09.
COIL SLACK FIBERS IN THE VAULT ACCORDING TO QUANTITIES SHOWN IN
THE FIBER ROUTE SCHEMATIC ON DRAWING 1I2.01-1I2.02.
3
4
5
9
16
17
22
1
1
2
3
3
4
PSE POLE
#316251 166288
PSE POLE
#316221 166288
17 4
174SCALE 1:10
9NEW TRAFFIC
SIGNAL CABINET
STATION 57260 (IB)
TIER 2
STATION 57300 (OB)
TIER 2
T-4214332
TR
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4
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1
4
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3
2
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1
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1
1
2
8
1
1
1 DCR #7 - 186TH OB STATION UPDATES AMK MCP 02-05-26
INSTALL ONE 3" PVC CONDUIT RISER ON RELOCATED UTILITY POLE. SEE
DETAILS ON DRAWING 1I2.12. SEE POLE SCHEDULE ON DRAWING 1I2.13
FOR HEIGHT OF RISER.
INSTALL NEW MESSENGER CABLE TO RELOCATED UTILITY POLE AT
HEIGHT SPECIFIED ON THE POLE SCHEDULE ON DRAWING 1I2.13. ATTACH
NEW AERIAL FIBER OPTIC CABLE TO MESSENGER BY LASHING. SEE
DETAILS ON DRAWING 1I2.12.
34
35
1
1
2/6/2026
28+00 29+00 30+00 31+00 32+00 33+00
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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
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
SE
1
8
6
T
H
S
T
INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04.
CONSTRUCTION NOTES
2
5
RENTON SEGMENT
LIGHTING PLAN
108TH 28+00 TO 108TH 33+00
1L1.16
364
A. KING
S. XIA
K. NORBERG
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE EXISTING
CONDUCTORS STREET LIGHTING PEDESTRIAN
LIGHTING GROUND REMARKS
4 2" PVC 2-#6 1-#6
10
2" PVC 4-#6 1-#6
2" PVC SPARE
11
2" PVC 2-#6 1-#6
2" PVC SPARE
31
3" HDPE 4-#6 1-#6
3" HDPE SPARE
8
8
8
8
INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04.
GENERAL NOTES
1.SEE SHEET 1L1.N1 FOR STREET LIGHTING GENERAL NOTES.
2.SEE STATION ELECTRICAL DRAWINGS FOR ADDITIONAL CONDUIT, AND WIRING
DETAILS AT BUS STATION.
3.SEE SHEET 1L2.04 FOR WIRING SCHEMATICS.
4.SEE SHEET 1L2.05 TO 1L2.07 FOR POLE SCHEDULES.
5.SEE SIGNAL DRAWINGS FOR LUMINAIRES ON SIGNAL MAST ARM POLES.
8 INSTALL PEDESTRIAN SCALE LUMINAIRE POLE AND FOUNDATION WITH NEW LED
FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. SPLICE PEDESTRIAN
LIGHTING CONDUCTORS TO POLE AND BRACKET CABLE IN HANDHOLE.
6 SERVICE CABINET. SEE SIGNAL DRAWINGS FOR DETAILS.
X
35 INSTALL NEW LUMINAIRE ON NEW PSE WOOD POLE (BY OTHERS).
2
2 6
5
2
2
4 11
4
10
10
31
4
10
4
EX. ROW
EX. ROW
70
69
71
72
STATION 57300 (OB)
TIER 2
STATION 57260 (IB)
TIER 2
39 56
39 57
35 87
11
INSTALL LUMINAIRE ON NEW HAWK SIGNAL MAST ARM POLE PER CITY OF RENTON
STANDARD PLAN 138.3. SEE SIGNAL DRAWINGS FOR DETAILS.
39
T-4214364
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1
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3
2
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1
2
8
1 DCR #7 - 186TH OB STATION UPDATES AMK MCP 02-05-26
1
2
1
2/6/2026
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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
KC001396K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
LIGHTING WIRING SCHEMATICS
1L2.04
369
A. KING
S. XIA
K. NORBERG
WIRING SCHEMATIC
108TH AVE SE/SE 186TH ST
1 L1.16
NTS
4-#6 (C/D)
1-#6 GND
2-#6 (C)
1-#6 GND
4-#6 (C/D)
1-#6 GND
2-#6 (C)
1-#6 GND
2-#6 (D)
1-#6 GND
2-#6 (D)
1-#6 GND
SCALE:
WIRING SCHEMATIC
108TH AVE SE/SE 192ND ST
1 L1.17
NTS
2-#6 (C)
1-#6 GND
73
69
71
108TH AVE SE (SR 515)
108TH AVE SE (SR 515)
SE
1
9
2
N
D
S
T
SE
1
8
6
T
H
S
T
SCALE:
SCALE:
4-#6 (C/D)
1-#6 GND4-#6 (C/D)
1-#6 GND
PROPOSED SIGNAL
SERVICE CABINET
PROPOSED LIGHTING
SERVICE CABINET
DISTRIBUTION
JUNCTION BOX
SEE ELECTRICAL
DRAWINGS
56
72
2-#6 (C)
1-#6 GND
2-#6 (C)
1-#6 GND4-#6 (C/D)
1-#6 GND
2-#6 (C)
1-#6 GND
74
2-#6 (D)
1-#6 GND
57
2-#8 (E)
1-#6 GND
2-#8 (E)
1-#6 GND
2-#8 (E)
1-#6 GND
2-#8 (E)
1-#6 GND
70 3-#2 SERVICE
1-#2 GND
T-4214369
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8
1 DCR #7 - 186TH 0B STATION UPDATES AMK MCP 02-05-26
1
DCR #7 - 186TH OB STATION UPDATES
4732/6/2026
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CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINEG. FRANCO
1134237
KC001396K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
POLE AND FIXTURE SCHEDULE
1L2.07
372
A. KING
S. XIA
K. NORBERG
POLE AND FIXTURE SCHEDULE
LUMINAIRE
POLE NO.STREET NAME POWER SOURCE VOLTAGE CIRCUIT
NO.
LOCATION
POLE TYPE POLE
ORIENTATION
HANDHOLE
ORIENTATION BASE TYPE FOUNDATION
TYPE
LUMINAIRE
BRACKET
ARM LENGTH (FT)
LUMINARE TYPE -
DISTRIBUTION - WATT
FIXTURE MODEL
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FIXTURE
MOUNTING
HEIGHT (FT)
CABINET #POLE ID NO.
(SEE NOTE 7)
GPS COORDINATES
(LAT./LONG.)REMARKS
STATION OFFSET
(LT/RT)
59 S GRADY WAY S GRADY WAY/SHATTUCK
AVE S 240 D STA 18+85.9 43.1 (LT)PED LIGHT, SEE NOTE 4 180 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P20-40K 16.5
60 SE CARR RD SE CARR RD/105TH PL SE 240 C STA 43+93.0 42.1 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
61 SE CARR RD SE CARR RD/105TH PL SE 240 B STA 44+78.7 42.4 (RT)STREET LIGHT, SEE NOTE 3 270 90 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA
CY55P1B-FGC-T3-P80-40K 35
62 SE CARR RD SE CARR RD/105TH PL SE 240 D STA 44+32.7 31.7 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
63 SE CARR RD SE CARR RD/105TH PL SE 240 C STA 43+73.3 31.7 (RT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
64 SE 180TH ST SE 180TH ST/108TH AVE SE 240 C STA 25+47.8 22.0 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
65 SE 180TH ST SE 180TH ST/108TH AVE SE 240 D STA 25+79.5 21.7 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
66 SE 180TH ST SE 180TH ST/108TH AVE SE 240 C STA 26+19.3 21.7 (LT)PED LIGHT, SEE NOTE 4 0 0 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
67 SE 180TH ST SE 180TH ST/108TH AVE SE 240 D STA 26+67.7 21.7 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
68 SE 180TH ST SE 180TH ST/108TH AVE SE 240 C STA 27+03.8 24.8 (RT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
69 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 C STA 29+67.6 38.6 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
70 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 D STA 30+17.3 38.6 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
71 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 D STA 31+20.5 35.4 (RT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
72 108TH AVE SE 108TH AVE SE/SE 186TH ST 240 C STA 31+82.3 48.9 (RT)PED LIGHT, SEE NOTE 4 45 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P20-40K 16.5
73 108TH AVE SE 108TH AVE SE/SE 192ND ST 240 C STA 52+08.0 38.2 (LT)PED LIGHT, SEE NOTE 4 0 90 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
74 108TH AVE SE 108TH AVE SE/SE 192ND ST 240 D STA 52+60.5 38.2 (LT)PED LIGHT, SEE NOTE 4 0 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 50W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P40-40K 16.5
75 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D STA 25+97.4 47.7 (LT)PED LIGHT, SEE NOTE 4 0 0 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P20-40K 16.5
76 S GRADY WAY S GRADY WAY/TALBOT RD S 240 E SEE SIGNAL
PLAN
SEE SIGNAL
PLAN EXISTING SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL
PLAN SEE SIGNAL PLAN EXISTING EXISTING EXISTING EXISTING
77 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B STA 11+91.4 57.5 (RT)STREET LIGHT, SEE NOTE 3 0 270 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA
CY55P1B-FGC-T3-P80-40K 35
78 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
79 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
80 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A STA 16+40.7 52.1 (RT)STREET LIGHT, SEE NOTE 3 0 90 FIXED STREET LIGHT, SEE NOTE 1 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA
CY55P1B-FGC-T3-P80-40K 35
81 TALBOT RD S TALBOT RD S/S RENTON
VILLAGE PL 240 A STA 20+41.7 52.2 (RT)STREET LIGHT, SEE NOTE 5 0 270 SLIP STREET LIGHT, SEE NOTE
6 14 ROADWAY, TYPE III,150W LED GCL2-80J-MV-30K-3F-XX-240 35 WSDOT
82 S GRADY WAY S GRADY WAY/TALBOT RD S 240 D STA 17+83.7 46.6 (LT)PED LIGHT, SEE NOTE 4 45 270 FIXED PED LIGHT, SEE NOTE 2 2 PEDESTRIAN, TYPE III, 30W
LED
CYCLONE DOMIA MINI
SY21P1-FGC-T3-P20-40K 16.5
83 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
84 BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS 8 ROADWAY, TYPE III,149W LED EVOLVE
ERLH_16C330_149 28 PSE
85 SE CARR RD SE CARR RD/105TH PL SE 240 E SEE SIGNAL
PLAN
SEE SIGNAL
PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL
PLAN SEE SIGNAL PLAN 10 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA
CY55P1B-FGC-T3-P80-40K 35
86 SE CARR RD SE CARR RD/105TH PL SE 240 E SEE SIGNAL
PLAN
SEE SIGNAL
PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL PLAN SEE SIGNAL
PLAN SEE SIGNAL PLAN 12 ROADWAY, TYPE III, 120W LED CYCLONE DOMIA
CY55P1B-FGC-T3-P80-40K 35
87 BY OTHERS BY OTHERS BY OTHERS B BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS BY OTHERS 10 ROADWAY, TYPE III, 111W LED EVOLVE
ERLH_16C330_111 32 PSE
88 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
89 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
90 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
91 SE CARR RD SE CARR RD/105TH PL SE 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
92 S GRADY WAY S GRADY WAY/TALBOT RD S 240 A EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
93 S GRADY WAY S GRADY WAY/TALBOT RD S 240 B EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
NOTES:
1. SEE SHEET 1L2.10 FOUNDATION DETAIL - STREET LIGHT POLE A 6. STREET LIGHT POLE FOUNDATION PER WSDOT STANDARD PLAN J-28.30
2. SEE SHEET 1L2.10 FOR PEDESTRIAN LIGHT POLE FOUNDATION DETAILS 7. CONTRACTOR TO REQUEST STREETLIGHT POLE ID TAG NUMBERS FROM CITY OF RENTON TRANSPORTATION
AND MAINTENANCE AFTER ALL STREET LIGHTS ARE INSTALLED. FURNISH AND INSTALL STREETLIGHT ID TAGS
PER CITY OF RENTON STANDARD PLANS 1213. STREET LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.1
4. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2
5. STREET LIGHT POLE TYPE PER WSDOT STANDARD PLAN J-28.10-02
X
T-4214372
TR
O
-
4
1
-
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
1 DCR #7 - 186TH 0B STATION UPDATES AMK MCP 02-05-26
1
11
DCR #7 - 186TH OB STATION UPDATES
4732/6/2026
1.SEE SHEET 1C8.00 FOR GENERAL SIGNING & STRIPING NOTES AND
LEGEND.
2.SEE SHEET 1SS.01 FOR EXISTING AND PROPOSED SIGN SCHEDULE.
YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10
YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10
WHITE LANE LINE PER WSDOT STD PLAN M-20.10
YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT STD PLAN
M-20.10
WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN M-20.10
WHITE WIDE DOTTED LANE LINE PER WSDOT
STD PLAN M-20.10
EDGE LINE AND SOLID LANE LINE PER WSDOT STD PLAN M-20.10
TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40
TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40
TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40
THERMOPLASTIC CROSSWALK PER CITY OF RENTON STD PLAN 127
THERMOPLASTIC PARALLEL CROSSWALK AND STOPBAR MARKING
PER CITY OF RENTON STD PLAN 128
TRAFFIC LETTERS PER WSDOT STD PLANS M-80.10 AND M-80.30
TRAFFIC ARROW TYPE 3SR PER WSDOT STD PLAN M-24.40
PAINT CURB (COLOR AS NOTED)
PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS.
BUS ZONE PAINTING PER DETAIL 1 ON METRO STANDARD PLAN D108
RED BUS LANE PAVEMENT MARKINGS PER DETAIL A ON SHEET 1CD.01
RAISED BIKE LANE MARKINGS PER DETAIL A ON SHEET 1C5.01
CURB MOUNTED DELINEATOR POSTS PER DETAIL E ON SHEET 1CD.01
(COLOR AS NOTED)
BIKE DETECTOR PAVEMENT MARKING PER DETAIL F ON SHEET 1CD.01
BUS ZONE PAINTING TO BE INSTALLED BY METRO PER DETAIL 1 ON
METRO STANDARD PLAN D108
YELLOW DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10
PROTECT EXISTING SIGN
RELOCATE MAILBOX
INSTALL NEW SIGN (AS NOTED)
RELOCATE SIGN PER CITY OF RENTON STD PLAN H027
REMOVE SIGN
MODIFY SIGN
WHITE DIAGONAL CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60
THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10
STOP LINE MARKING PER WSDOT STD PLAN M-24.60
SURFACE MOUNTED FLEXIBLE GUIDE POST (TYPE YY) PER WSDOT
STD PLAN M-40.10
BUS ONLY PAVEMENT MARKINGS PER DETAIL ON SHEET 1SS.03
1
2
SIGNING AND STRIPING NOTES
GENERAL NOTES
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
23
24
25
26
27
28
29
30
31
32
33
22
34
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
SE
1
8
6
T
H
S
T
322305-9070
322305-9082
911710-0160
322305-9135
322305-9111
E22-2
P22-1
P22-2
P22-3
E22-3
E22-1
P22-4
P22-5
108TH 29+66.11, 29.48' LT
108TH 30+64.36, 23.53' RT
108TH 30+64.35, 22.88' LT
108TH 31+09.40, 28.06' LT
108TH 31+15.85, 29.54' RT
108TH 30+19.37, 28.02' RT 108TH 32+16.83, 42.94' RT
22 LF
23 LF
108TH 30+21.11, 29.52' LT
108TH 31+71.72, 29.54' RT
108TH 30+33.35, 0.43' RT
108TH 30+55.35, 5.11' LT
108TH 30+48.87, 16.90' RT
108TH 30+95.35, 0.33' RT
108TH 30+73.35, 5.86' RT
12
'
11
'
11
'
14
'
26
26
27
26
26
28
28
17
17
32
32
11
11
7
7
28+00 29+00 30+00 31+00 32+00 33+00
PI: 108TH 27+57.10
11
+
0
0
P22-6
3
12 24 LF
108TH 32+18.40, 92.93' RT
2
108TH 32+13.92, 17.04' RT
YELLOW
YELLOW
108TH 30+59.35, 5.89' RT
108TH 30+69.35, 5.87' RT
11
'
108TH 30+59.35, 5.11' LT
108TH 30+69.35, 5.13' LT
10'
108TH 29+66.12, 15.98' LT
108TH 30+82.86, 16.07' LT
20 YELLOW (TYP)
20
YELLOW (TYP)
16
16
108TH 30+73.35, 5.14' LT
108TH 30+55.35, 5.89' RT
9'
(TYP)
8'
(TYP)3
108TH 30+00.35, 2.79' LT
108TH 30+16.35, 3.76' RT
10
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:
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
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
SIGNING & STRIPING PLAN
108TH 28+00 TO 108TH 33+00
1C8.16
446
A. VILLAR
C. WILCOX
G. STEPHAN / K. CRAIG
20'40'
SCALE: 1" = 20'
0'
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
T-4214446
TR
O
-
4
1
-
4
2
1
4
DCR #1 - STRIPING REVISIONS AHV AHV 07-31-251
1
1
1
2
DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-262
02/05/26
PROPOSED SIGN SCHEDULE
SIGN
NO.
P17-1
P17-2
P17-3
P17-4
P17-5
P17-6
P17-7
P17-8
P18-1
P19-3
P19-4
P19-5
P19-6
P19-7
P19-8
P19-9
P22-1
P22-2
P22-3
P22-4
P22-5
P22-6
P23-1
DESCRIPTION
NO PEDESTRIAN CROSSING SYMBOL
USE CROSSWALK (RIGHT ARROW)
CROSS ONLY AT CROSSWALKS
BUS STOP SIGN
BUS STOP SIGN
NO LEFT TURN SIGN
CROSSROAD NAME SIGN (105 PL SE)
CROSSROAD NAME SIGN (SE CARR RD)
LEFT ARROW BUS ONLY/RIGHT ARROW ONLY
BUS STOP SIGN
BUS STOP SIGN
RIGHT ARROW
SPEED LIMIT (15 MPH)
PEDESTRIAN CROSSING
DOWNWARD DIRECTIONAL ARROW
STOP SIGN
PEDESTRIAN
STOP HERE FOR PEDESTRIANS
BUS STOP SIGN
STOP HERE FOR PEDESTRIANS
BUS STOP SIGN
ADVANCE PEDESTRIAN CROSSING SIGN
BUS STOP SIGN
SIGN
CODE
R9-3A
R9-3BR
R9-2
SP
SP
EX
EX
EX
R3-801(MOD)
SP
SP
EX
EX
EX
EX
EX
W11-2
R1-5b
SP
R1-5b
SP
EX
SP
LOCATION*
CAR 44+57.06 24.7' RT
CAR 44+57.06 24.7' RT
CAR 44+51.21 35.4' LT
CAR 43+95.24 35.2' LT
CAR 44+23.99 24.8' RT
105TH 10+58.09 25.9' LT
105TH 10+58.09 25.9' LT
105TH 10+58.09 25.9' LT
105TH 11+35.83 25.5' LT
105TH 25+58.19 14.5' LT
105TH 26+95.04 14.5' RT
105TH 25+23.42 24.7' LT
105TH 25+23.42 24.7' LT
105TH 26+18.68 21.7' LT
105TH 26+18.68 21.7' LT
105TH 26+30.65 26.9' LT
108TH 31+09.53 36.0' LT
108TH 31+09.53 36.0' LT
108TH 31+71.61 33.1' RT
108TH 30+19.29 36.1' RT
108TH 29+67.46 31.5' LT
108TH 30+19.29 36.1' RT
108TH 52+12.65 31.5' LT
SIGN SIZE
X"
18"
18"
12"
VAR
VAR
EX
EX
EX
30"
VAR
VAR
EX
EX
EX
EX
EX
24"
18"
VAR
18"
VAR
EX
VAR
SIGN SIZE
Y"
18"
12"
18"
VAR
VAR
EX
EX
EX
30"
VAR
VAR
EX
EX
EX
EX
EX
24"
18"
VAR
18"
VAR
EX
VAR
REMARKS
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN BELOW P17-1.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
TO BE INSTALLED BY METRO.
TO BE INSTALLED BY METRO.
MOUNT E17-3 ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129. MOUNT SIGN BELOW P17-7.
MOUNT E17-4 ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129. MOUNT SIGN ABOVE P17-6.
MOUNT E17-5 ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129. MOUNT SIGN ABOVE P17-7.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT E19-1 ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT E19-2 ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON NEW LUMINAIRE POLE. SEE LIGHTING
PLANS.
MOUNT SIGN ON NEW LUMINAIRE POLE. BELOW P19-7.
MOUNT E19-5 SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129. MOUNT SIGN ABOVE P22-2.
MOUNT SIGN BELOW P22-1.
TO BE INSTALLED BY METRO.
MOUNT SIGN ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129. MOUNT SIGN BELOW RELOCATED
W11-2 SIGN.
TO BE INSTALLED BY METRO.
MOUNT E22-1 ON SINGLE METAL POST PER CITY OF
RENTON STD PLAN 129.
TO BE INSTALLED BY METRO.
EXISTING SIGN SCHEDULE
SIGN
NO.DESCRIPTION SIGN
CODE LOCATION SIGN SIZE
X"
SIGN SIZE
Y"REMARKS
E1-1 BUS STOP SIGN EX LOG 11+97.04 163.0' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E1-2 BUS STOP SIGN EX LOG 12+56.86 119.9' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E3A-1 BUS STOP SIGN EX 2ND 23+84.76 19.8' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4-1 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 12+32.75 22.6' RT EX EX REMOVE EXISTING SIGN
E4-2 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 13+48.33 22.6' RT EX EX REMOVE EXISTING SIGN
E4-3 TWO HOUR PARKING (TIME) TO (TIME)EX MOR 14.81.02 22.5' RT EX EX REMOVE EXISTING SIGN
E4A-1 BUS STOP SIGN EX 3RD 18+70.30 23.2' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4B-1 BUS STOP SIGN EX 3RD 25+99.22 24.2' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4C-1 BUS STOP SIGN EX RAI 23+65.17 40.3' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4C-2 BUS STOP SIGN EX RAI 25+86.87 50.4' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4D-1 BUS STOP SIGN EX RAI 35+85.18 26.9' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E4E-1 BUS STOP SIGN EX 7TH 12+74.64 40.9' RT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E5-1 PEDESTRIAN DIRECTIONAL SIGN EX GRA 10+85.91 47.8' LT EX EX RELOCATE EXISTING SIGN TO P5-2
E5-2 LOAD LIMIT 10,000 LBS. LICENSED G.V.W. SIGN EX LAK 16+83.04 22.0' LT EX EX RELOCATE EXISTING SIGN TO P5-4
E6-1 YIELD SIGN EX GRA 14+63.93 49.6' RT EX EX RELOCATE EXISTING SIGN TO P6-5
E6-2 NO TRUCKS EX GRA 15+68.29 78.6' LT EX EX RELOCATE EXISTING SIGN TO P6-6
E7-1 BUS STOP SIGN EX GRA 23+27.43 32.6' LT EX EX REMOVE EXISTING SIGN BY METRO
E7-2 SPEED LIMIT SIGN (35 MPH)EX GRA 23+50.65 42.7' LT EX EX RELOCATE EXISTING SIGN TO P7-9
E7-3 RIGHT LANE MUST TURN RIGHT EX GRA 23+51.19 42.6' RT EX EX RELOCATE EXISTING SIGN TO P7-8
E7-4 SKYWAY TOWING SIGN EX GRA 23+50.22 56.8' RT EX EX RELOCATE EXISTING SIGN TO P7-10
E8-1 YIELD SIGN EX GRA 24+50.36 55.5' RT EX EX REMOVE EXISTING SIGN
E8-2 STOP SIGN EX TAL-B 13+59.05 65.3' LT EX EX RELOCATE EXISTING SIGN TO P8-6
E9-1 INTERSECTION LANE CONTROL EX TAL-B 15+82.16 40.1' LT EX EX REMOVE EXISTING SIGN
E9-2 PHOTO ENFORCED EX TAL-B 16+26.83 40.5' LT EX EX RELOCATE EXISTING SIGN TO P9-2
E9-3 BUS STOP SIGN EX TAL-B 18+21.36 36.4' RT EX EX EXISTING SIGN TO BE MODIFIED &
RELOCATED BY METRO
E9-4 405 NORTH LEFT LANE EX TAL-B 20+41.81 50.0' RT EX EX RELOCATE EXISTING SIGN TO P10-3
E9-5 MILEPOST SIGN EX TAL-B 20+70.99 50.2' RT EX EX RELOCATE EXISTING SIGN TO P10-4
E10A-1 BUS STOP SIGN EX TAL-B 25+73.91 37.3' LT EX EX EXISTING SIGN TO BE MODIFIED BY METRO
E11-1 BUS STOP SIGN EX TAL-B 35+02.06 44.5' RT EX EX REMOVE EXISTING SIGN BY METRO
E11A-1 BUS STOP SIGN EX TAL-21 15+42.31 21.9' LT EX EX REMOVE EXISTING SIGN BY METRO
E11A-2 BUS STOP SIGN EX TAL-21 15+80.70 22.5' RT EX EX REMOVE EXISTING SIGN BY METRO
E12-1 STOP SIGN EX TAL-21 25+63.11 31.3' RT EX EX RELOCATE EXISTING SIGN TO P12-5
E12-2 BUS STOP SIGN (OLD TYPE)EX TAL-21 26+04.92 24.9' LT EX EX REMOVE EXISTING SIGN BY METRO
E12-3 BUS STOP SIGN EX TAL-21 26+47.98 22.8' RT EX EX REMOVE EXISTING SIGN BY METRO
E12A-1 BUS STOP SIGN EX TAL-21 33+22.09 25.2' LT EX EX REMOVE EXISTING SIGN BY METRO
E12A-2 BUS STOP SIGN EX TAL-21 35+54.02 23.0' RT EX EX REMOVE EXISTING SIGN BY METRO
E12B-1 BUS STOP SIGN EX TAL-21 38+82.86 23.5' LT EX EX REMOVE EXISTING SIGN BY METRO
E12B-2 BUS STOP SIGN EX TAL-21 40+64.88 16.0' RT EX EX REMOVE EXISTING SIGN BY METRO
E13-1 BUS STOP SIGN EX TAL-21 56+12.47 22.3' RT EX EX REMOVE EXISTING SIGN BY METRO
E13-2 BUS STOP SIGN EX TAL-21 56+12.59 23.9' LT EX EX REMOVE EXISTING SIGN BY METRO
C:
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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
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
SIGN SCHEDULE
1SS.02
450
A. VILLAR
C. WILCOX
G. STEPHAN / K.CRAIG
T-4214450
TR
O
-
4
1
-
4
2
1
4
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A
2
2
-
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0
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1
2
8
1 DCR #7 - 186TH OB STATION CHANGES NAL AHV 01-30-26
1
02/05/26
SIZE/REMARKSSCIENTIFIC/COMMON NAMEQTYSYM
PLANTING SCHEDULE
2,774 SF
ITEMQTYSYM
SEED / MULCH PLANTING SCHEDULE
11,772 SF SEED LAWN INSTALLATION
3" DEPTH MULCH
TREES
Amelanchier laevis 'Snowcloud' / SNOWCLOUD
SERVICEBERRY
Carpinus betulus 'Fastigiata' / COLUMNAR HORNBEAM
Ginkgo biloba 'Autumn Gold' / AUTUMN GOLD GINKGO
2.5" CAL; B&B; FULL, WELL BRANCHED & WELL
ROOTED; STRAIGHT CENTRAL LEADER & SINGLE
TRUNK; SYMMETRICAL BRANCHING HABIT
3
9
13
Maackia amurensis / AMUR MAACKIA14
DETAILS
Crataegus x mordenensis / TOBA HAWTHORN
Parrotia persica 'Vanessa' / VANESSA PERSIAN
IRONWOOD
9
12
Quercus bicolor / SWAMP WHITE OAK6
Pseudotsuga menziesii / DOUGLAS FIR6
SHRUB & GROUNDCOVER MIX B
SHRUB & GROUNDCOVER MIX A
69 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
SIZE/REMARKSSCIENTIFIC/COMMON NAMEQTYSYM DETAILS
SHRUB & GROUNDCOVER MIX C
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
Viburnum davidii /
DAVID VIBURNUM
Polystichum munitum /
WESTERN SWORD FERN
Mahonia repens /
CREEPING OREGON GRAPE
Carex testacea /
ORANGE SEDGE
Helianthemum 'Henfield Brilliant' /
HENFIELD BRILLIANT ROCK ROSE
Agastache 'Blue Boa' /
BLUE BOA HYSSOP
249
416
395
233
102
Spiraea japonica 'Walbuma' /
MAGIC CARPET SPIREA
Pinus mugo 'Slowmound' /
SLOWMOUND MUGO PINE
Mahonia repens /
CREEPING OREGON GRAPE
Lavandula angustifolia 'Hidcote' /
HIDCOTE LAVENDER
Armeria maritima /
SEA THRIFT
317
173
728
404
641
Physocarpus opulifolius 'Jefam' /
AMBER JUBILEE NINEBARK
Vaccinium ovatum /
EVERGREEN HUCKLEBERRY
Polystichum munitum /
WESTERN SWORD FERN
Mahonia repens /
CREEPING OREGON GRAPE
Arctostaphylos urva-ursi /
KINNIKINNICK
Sedum spurium 'Dragon's Blood' /
DRAGON'S BLOOD STONECROP
116
157
990
1,817
905
1,650
SHRUB & GROUNDCOVER MIX D
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED;
Cotoneaster dammeri 'Coral Beauty' /
CORAL BEAUTY COTONEASTER
Mahonia aquifolium /
TALL OREGON GRAPE
Philadelphus coronarius /
MOCK ORANGE
Cistus purpureus /
PURPLE ROCK ROSE
Hypericum calycinum / ST. JOHN'S WORT
Photinia x fraseri / FRASER PHOTINIA
Lavandula angustifolia 'Munstead' /
MUNSTEAD LAVENDER
Euphorbia characias ssp. wulfenii /
LARGE MEDITERRANEAN SPURGE
Jacobaea maritima / DUSTY MILLER
394
3
40
1,247
5
72
18
35
72 SF 4" DEPTH ROUNDED RIVER ROCK MULCH
ITEMSYM
IRRIGATION RESTORATION
INDICATES EXISTING IRRIGATION TO
BE RESTORED WITHIN LIMITS OF
LAWN RESTORATION, MULCH
RESTORATION, OR NEW PLANTING
AREA
6' HT; B&B; FULL, FULLY BRANCHED & WELL
ROOTED; STRAIGHT CENTRAL LEADER & SINGLE
TRUNK; SYMMETRICAL BRANCHING HABIT
PLANTING NOTES
1.ANY DISCREPANCIES W/ THE DWGS
AND/OR SPECS & SITE CONDITIONS
SHALL BE BROUGHT TO THE
ATTENTION OF PROJECT
REPRESENTATIVE PRIOR TO
PROCEEDING WITH
CONSTRUCTION.
2.THE CONTRACTOR IS RESPONSIBLE
FOR LOCATING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
3.HAND WATER PLANT MATERIALS
DURING INSTALLATION AND PLANT
ESTABLISHMENT. IN AREAS WHERE
AUTOMATIC IRRIGATION IS
RESTORED AND FULLY
FUNCTIONING, COORDINATE WITH
PROPERTY OWNER ON WATER
SCHEDULE.
122
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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
STA T E O F W A SHIN
G
T
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D LANDSCA P E A R C HITECT
N
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. 1427 EX P. 12 /0 8/27
CHAN T E N O E LLA FL
O
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A
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ISSUE FOR CONSTRUCTIONISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
LANDSCAPE SCHEDULES,
GENERAL NOTES AND LEGEND
1U1.00
452
C. FLOREANI
C. FLOREANI
T. WALKER
1
1U2.01
A
1U2.01
B
1U2.01
C
1U2.01
D
1U2.01
C
1U2.01
D
1U2.01
C
1U2.01
D
1U2.01
C
1U2.01
D
R-4214452
TE
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1 DCR #7 - RENTON 186TH OB STATION CHANGES CNF CNF 01-30-26
1
1
1
1
1
02/05/26
GENERAL NOTES
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, CITY OF RENTON STANDARDS, AND THESE PLANS.
2.CONTRACTOR SHALL BE FAMILIAR WITH AND COORDINATE WITH
LOCATIONS OF ALL EXISTING AND NEW ON-SITE UTILITIES PRIOR TO
COMMENCING ANY SOIL PREPARATION, AND PLANTING WORK.
3.LIMITS OF PLANTING EQUALS LIMITS OF DISTURBANCE. MEET AND
MATCH EXISTING LANDSCAPE CONDITIONS WITH A SMOOTH
TRANSITION.
4.REPAIR OR REPLACE IN KIND ANY IRRIGATION DAMAGED DURING
CONSTRUCTION PER SPECIFICATIONS.
5.PROTECT ALL VEGETATION NOT INDICATED FOR REMOVAL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RESTORE AND REPLACE ANY
PLANTING AREAS THAT ARE DAMAGED AS A RESULT OF
CONSTRUCTION ACTIVITY TO PRECONSTRUCTION CONDITION.
6.REFER TO ROW, SURVEY CONTROL & ALIGNMENT PLAN FOR
TEMPORARY CONSTRUCTION EASEMENT ALIGNMENT AND REVISED
ROW ALIGNMENT LOCATIONS.
7.REFER TO THE SITE PREPARATION PLANS AND THE APPROVED
PROTECTED TREE AND PLANT MAINTENANCE PLAN. SEE TREE AND
PLANT PROTECTION SPECIFICATIONS FOR TREE PROTECTION AND
TREE REMOVALS.
8.REFER TO LANDSCAPE DETAILS FOR SOIL PREP REQUIREMENTS IN
TREE PROTECTION ZONES.
28+00 29+00 30+00 31+00 32+00 33+00
11
+
0
0
322305-9070
322305-9082
911710-0160
322305-9135
322305-9111
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:
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
STA T E O F W A SHIN
G
T
O
N
L
I
C
E
N
S
E
D LANDSCA P E A R C HITECT
N
O
. 1427 EX P. 12 /0 8/27
CHAN T E N O E LLA FL
O
R
E
A
N
I
ISSUE FOR CONSTRUCTIONISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 40'
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
SE
1
8
6
T
H
S
T
RENTON SEGMENT
LANDSCAPE PLAN
108TH 28+00 TO 108TH 33+00
1U1.16
468
C. FLOREANI
C. FLOREANI
T. WALKER
EX ROW
TCE
PLANTING AREA
B13
1U3.01
B
1U3.01
A
PLANTING AREA
A8
1U2.02
B
1U2.02
C
1U2.02
A
1U2.02
A
1U2.02
C
PLANTING AREA
A7
1U2.02
B
1U3.01
A
BARK OR WOOD CHIP
MULCH
BARK OR WOOD CHIP
MULCH
1U2.02
C
1U2.02
C
SOIL PREP DETAIL C SHALL EXTEND
TO 10' RADIUS FROM CENTER OF
TREE WITHIN WORK LIMITS.
R-4214468
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
1 DCR #7 - RENTON 186TH OB STATION CHANGES CNF CNF 01-30-26
1
02/05/26