HomeMy WebLinkAboutI Line - Chan Plans for Approval - SignedC:
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REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
COVER SHEET AND
VICINITY MAP
CV
1
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT & RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
1
2
4 - 42
43 - 57
58 - 62
63
COVER SHEET AND VICINITY MAP
SHEET KEY
CHANNELIZATION PLANS
ROADWAY TYPICAL SECTIONS
RAISED ISLAND DETAILS
STRIPING DETAILS
SHEET
NO.TITLE
SCHEDULE OF DRAWINGS
VICINITY MAP
NOT TO SCALE
KING COUNTY METRO
CHANNELIZATION PLAN
PROJECT
LOCATION
405
167
18
AUBURN
5
KENT
RENTON
169
516
515181
900
DES MOINES
DESIGN VARIANCES
DESIGN ANALYSIS #1 - LEFT-TURN STORAGE LENGTH AND LEFT-TURN DECELERATION LANE LENGTH
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO CURB AND TRANSIT STOP CURB HEIGHT
DESIGN ANALYSIS #3 - TWO-WAY LEFT-TURN LANE LENGTH
SR 516: MP 5.30 TO MP 7.34
SR 515: MP 0.00 TO MP 4.88
SR 515: MP 6.37 TO MP 6.93
I-405 LIMITED ACCESS: MP 2.77 TO MP 2.81
RAPIDRIDE I LINE
M$R&+
A-9 A-1
A-2
A-3A-4
A-5A-6A-7 A-8
SP-1
SP-2
265958 PICKUP DIPS
265959 PICKUP DIPS265960 PICKUP DIPS
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REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
SHEET KEY
SK
2
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT & RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SHEET KEY MAP
SR
5
1
6
(C
E
N
T
R
A
L
A
V
E
N
)
MATCH ABOVE
MATCH BELOW
MATCH BELOW
BEGIN CONSTRUCTION
SR 516 MP 5.30
END STATE ROUTE
SR 515 MP 6.93
CH2 CH3
CH4
CH6
CH7
CH8
CH9 CH10
CH12
CH11
CH15
CH14
CH13
CH18
CH19
CH20
CH22
CH23
CH27
CH28
CH29
CH32
CH33
CH35
1000'2000'
SCALE IN FEET
0'
CH36
CH38
SE 240TH ST
94
T
H
A
V
E
S
SE 236TH ST
SE 235TH ST
SE 228TH ST
SE 226TH ST
(BEN
S
O
N
R
D
S
E
)
SE 224TH ST
SE 208TH ST
SE 201ST ST
SE 200TH ST
SE 186TH ST
SE 184TH LN
SE 180TH ST
SE CAR
R
R
D SE PETROVITSKY RD
(S
R
5
1
5
)
B
E
N
S
O
N
D
R
S
S RENTON VILLAGE PL
T
A
L
B
O
T
R
D
S
S 24, T22N, R04E, WM
S 5/8/17/19/20/29, T22N, R05E, WM
S 19/29/30/31/32, T23N, R05E, WM
END CONSTRUCTION
SR 516 MP 7.34
BEGIN CONSTRUCTION
SR 515 MP 0.00
RENTON/KENT
CITY LIMITS
SR 515 MP 4.12CH16
CH17
CH25
CH26
END CONSTRUCTION
SR 515 MP 4.88
BEGIN CONSTRUCTION
SR 515 MP 6.37
405
MATCH ABOVE
CE
N
T
R
A
L
A
V
E
S
SR 516
(E SMITH ST)
SR 516
(E WILLIS ST)
S
R
5
1
6
(
C
A
N
Y
O
N
D
R
I
V
E
)
SR 516
(SE 256TH ST)
SE 248TH ST
SR
5
1
5
(1
0
4
T
H
A
V
E
S
E
)
SR
5
1
5
(1
0
4
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S
E
)
SR
5
1
5
(1
0
8
T
H
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E
S
E
)
SE 217TH STSE 216TH ST
SR
5
1
5
(1
0
8
T
H
A
V
E
S
E
)
SR
5
1
5
(1
0
8
T
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V
E
S
E
)
SR
5
1
5
(B
E
N
S
O
N
D
R
S
)
CH34
SE 192ND ST CH39
CH40
CH31
CH24
SE 204TH ST
SE 220TH PL
BEGIN I-405 LIMITED ACCESS
MP 2.77
END I-405 LIMITED ACCESS
MP 2.18
TA
L
B
O
T
R
D
S
SR
1
6
7
S GRADY W
A
Y
TA
L
B
O
T
R
D
S
CH21
CH30
CH37
CH5
CH1
(RA
I
N
I
E
R
A
V
E
S
)
S 15TH ST
SR 51
5
10
1
S
T
A
V
E
S
E
E MEEKER ST
END CONSTRUCTION
S GRADY WAY
M$R&+
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
L1
L2
9.5'15.7'14.4'10.0'6.4'
15.3'4.3'9.9'10.3'
EXISTING CURB RAMPS
8.9'
10.1'10.1'5.5'4.6'10.0'9.8'
12.5'6.3'
9.5'4.4'9.8'10.2'8.0'5.6'2.0'
19
.
0
'
19
.
1
'
12
.
4
'
12
.
6
'
19
.
0
'
24
.
1
'
6.
6
'
6.
3
'
5.
5
'
6.5'10.5'
6.6'10.5'
6.5'
91°
8
9
°
N89° 39' 20.74"E
EXISTING CURB AND
GUTTER
SIDEWALK
SIDEWALK
EXISTING CURB AND
GUTTER
EXISTING SIDEWALK
EDGE OF TRAVELED WAY
EXISTING CURB AND GUTTER
EDGE OF TRAVELED WAY
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
SIDEWALK
RAPIDRIDE I LINE
STATION 58148
RAPIDRIDE I LINE
STATION 80610
EXISTING SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
CEN-WSDOT MP 5.68
CEN-WSDOT 6+83.57
E MEEKER ST 11+00.00
1.0'
1.0'
PROPOSED
RIGHT OF WAY
PEDESTRIAN
HANDRAIL (TYP)
BOLLARDS (TYP)
PROPOSED RIGHT OF
WAY
EXISTING PROPERTY LINE (TYP)
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
SR 516 CENTERLINE DATA
CURVE #
C10
C11
C12
C13
C14
C15
PI STATION
114+46.49
123+81.78
143+13.58
169+97.34
172+33.16
176+64.67
∆
13° 01' 07.20"
29° 41' 10.95"
28° 35' 25.30"
3° 27' 29.73"
15° 01' 01.88"
27° 07' 36.11"
RADIUS
900.00'
1400.00'
1030.63'
2663.49'
1179.55'
1151.58'
TANGENT
102.69'
371.03'
262.61'
80.41'
155.47'
277.82'
LENGTH
204.50'
725.37'
514.28'
160.76'
309.16'
545.22'
S
EX
EX
EX
EX
EX
EX
SR 516 CENTERLINE DATA
LINE #
L10
L11
L13
L14
L15
L16
L17
L18
START STATION
100+00.00
101+52.69
115+48.30
145+65.25
167+48.14
179+32.07
179+89.32
181+88.90
END STATION
101+52.69
111+30.92
120+10.75
148+19.95
169+16.93
179+89.32
181+88.90
190+99.90
LENGTH
152.69'
978.23'
462.46'
254.70'
168.79'
57.25'
199.58'
911.00'
DIRECTION
N88° 57' 12.74"E
N89° 55' 07.25"E
S79° 19' 20.39"E
S28° 06' 04.41"E
S40° 21' 49.42"E
S86° 33' 46.73"E
S88° 35' 22.83"E
S89° 27' 15.41"E
LINE #START STATION END STATION LENGTH DIRECTION
SR
5
1
6
(
C
E
N
T
R
A
L
A
V
E
N
)
E MEEKER ST
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REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 516+100+00 TO SR 516 104+00
CH1
3
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
NW 24, T22N, R04E, WM
DESIGN DATA (SR 516 & E WILLIS ST - SR 516 & HAZEL AVE)
SR 516 (CENTRAL AVE S)
FUNCTIONAL CLASS URBAN OTHER PRINCIPAL ARTERIAL
NHS STATUS NHS
MANAGED ACCESS CLASS 3
POSTED/DESIGN SPEED 30 MPH , 30 MPH
TERRAIN ROLLING
AADT 27,000 (2024)
TRUCK PERCENTAGE 5.9%
CROSS STREET
SR 516 (E WILLIS ST)
POSTED/DESIGN SPEED
DESIGN VEHICLE
30 MPH , 30 MPH
SU-30
CENTRAL AVE S
POSTED/DESIGN SPEED
DESIGN VEHICLE
30 MPH , 30 MPH
SU-30
(C
E
N
-
W
S
D
O
T
-
L
I
N
E
)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SR
5
1
6
(
C
E
N
T
R
A
L
A
V
E
S
)
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
L10
L2
L11
1.
0
'
1.
0
'
1.
0
'
1.
0
'
1.
0
'
N0
°
4
1
'
4
8
.
5
5
"
E
91°
92°
89
°
8
8
°
EXISTING CURB AND
GUTTER
EXISTING CURB AND GUTTER
EXISTING CURB AND GUTTER
EXISTING CURB AND
GUTTER
EXISTING RIGHT OF WAY
(TYP)
PROPOSED RIGHT
OF WAY AT BACK OF
SIDEWALK (TYP)
EXISTING CURB AND GUTTER
EXISTING CURB
SIDEWALK
SIDEWALK SIDEWALK
SIDEWALK
SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF
TRAVELED WAY
EDGE OF TRAVELED WAY
EDGE OF
TRAVELED WAY
BAT LANE
EXISTING CURB
AND GUTTER
EXISTING
SIDEWALK
STRIPING BEYOND SR-516 LIMIT IS
SHOWN FOR REFERENCE ONLY (TYP)
EXISTING RIGHT OF WAY
EXISTING PROPERTY LINE (TYP)
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB AND GUTTER
BAT LANE
10.1'9.6'7.6'10.0'
6.3'
10
.
5
'
9.6'
5.
5
'
10
.
5
'
10
.
5
'
10
.
0
'
11
.
0
'
10
.
0
'
8.
0
'
8.
0
'
9.1'9.5'9.7'9.9'7.5'
10
.
0
'
10
.
5
'
10
.
5
'
12
.
7
'
6.
5
'
8.
0
'
10
.
0
'
10
.
5
'
11
.
0
'
10
.
5
'
10
.
5
'
12
.
3
'
10
.
2
'
10
.
5
'
10
.
0
'
8.
0
'
5.
0
'
8.
0
'
11
.
0
'
6.1'
3.7'
10.6'
10
.
1
'
6.0'
4.0'
SR 516 MP 5.68
SR 516 101+61.29
CEN 12+87.87
R=35'
R=50'
R=50'
R=50'
R=54'
R=50'
SR 516 104+69.57 (53.4' RT)
BEGIN CROSSWALK, SEE NOTE 6
SR 516 101+05.48 (0.0' T)
END STOP LINE
SR 516 101+64.21 (61.0' RT)
BEGIN STOP LINE
END WHITE WIDE SOLID LANE LINE
SR 516 101+90.94 (61.4' RT)
END STOP LINE
SR 516 101+54.41 (64.6' RT)
BEGIN STOP LINE
SR 516 101+38.54 (62.3' LT)
BEGIN STOP LINE
SR 516 101+96.50 (43.0' RT)
END/BEGIN CROSSWALK, SEE NOTE 6
SR 516 101+94.42 (55.9' RT)
END CROSSWALK, SEE NOTE 6
SR 516 101+88.11 (55.9' LT)
END CROSSWALK, SEE NOTE 6SR 516 101+30.82 (44.1' LT)
BEGIN CROSSWALK
SEE NOTE 6
SR 516 101+05.38 (32.0' RT)
BEGIN STOP LINE
SR 516 101+65.97 (61.7' LT)
END STOP LINE
SR 516 101+64.05 (64.7' RT)
END STOP LINE
SR 516 102+15.51 (32.8' LT)
END STOP LINE
SR 516 102+15.51 (0.0' T)
BEGIN STOP LINE
BEGIN WHITE WIDE SOLID LANE LINE
SR 516 102+15.51 (10.5' LT)
BEGIN WHITE LANE LINE
SR 516 102+15.51 (21.0' LT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 516 102+39.81 (0.0' T)
END STOP LINE
SR 516 102+39.74 (11.0' RT)
BEGIN STOP LINE
BEGIN DOUBLE YELLOW CENTERLINE
SR 516 103+12.81 (0.0' T)
END WHITE WIDE SOLID LANE LINE
SR 516 103+08.88 (5.6' RT)
TYPE 2SL
SR 516 102+15.31 (21.5' RT)
BEGIN WHITE LANE LINE
SR 516 103+16.42 (21.0' LT)
END WHITE WIDE SOLID LANE LINE
BEGIN WHITE WIDE DOTTED LANE LINE
SR 516 103+96.90 (5.4' RT)
TYPE 2SL
SR 516 103+92.89 (0.0' RT)
PT DOUBLE YELLOW CENTERLINE
SR 516 103+74.42 (3.5' RT)
END 4:1 TAPER/PC DOUBLE
YELLOW CENTERLINE
SR 516 103+64.55 (7.5' RT)
BEGIN 4:1 TAPER DOUBLE YELLOW CENTERLINE
SR 516 103+46.08 (11.0' RT)
PC DOUBLE YELLOW CENTERLINE
SR 516 104+35.74 (0.4' RT)
END STOP LINE
END DOUBLE YELLOW
CENTERLINE
SR 516 104+35.72 (11.0' RT)
BEGIN STOP LINE
SR 516 104+40.72
END WHITE WIDE
DOTTED LANE LINE (21.0' LT)
END WHITE LANE LINE (10.5' LT)
SR 516 104+46.15 (34.5' LT)
BEGIN CROSSWALK
SEE NOTE 6
SR 516 104+63.59 (53.4' LT)
BEGIN CROSSWALK SEE NOTE 6
SR 516 102+69.25 (26.7' LT)
TYPE 2SR
SR 516 103+12.00 (27.1' LT)
TYPE 2SR
SR 516 101+11.05 (31.9' LT)
END CROSSWALK
SEE NOTE 6
SR 516 101+24.06 (37.7' LT)
END CROSSWALK
SEE NOTE 6
SR 516 101+37.36 (56.9' LT)
BEGIN CROSSWALK
SEE NOTE 6
SR 516 101+23.90 (41.3' RT)
BEGIN CROSSWALK
SEE NOTE 6
SR 516 101+29.34 (54.5' RT)
BEGIN CROSSWALK
SEE NOTE 6
SR 516 102+10.00 (43.3' RT)
BEGIN CROSSWALK, SEE NOTE 6
SR 516 101+96.51 (42.8' LT)
END CROSSWALK, SEE NOTE 6
SR 516 102+10.01 (34.8' LT)
END CROSSWALK, SEE NOTE 6
SR 516 101+55.89 (43.3' LT)
BEGIN WHITE DOTTED EXTENSION LINE
SR 516 101+96.51 (19.2' RT)
END WHITE DOTTED EXTENSION LINE
SR 516 104+59.15 (40.4' LT)
BEGIN CROSSWALK
SEE NOTE 6
SR 516 101+10.91 (34.0' RT)
BEGIN CROSSWALK
SEE NOTE 6
SR 516 101+55.56 (17.8' LT)
PC DOTTED EXTENSION LINE
SR 516 101+84.70 (17.2' RT)
PT DOTTED EXTENSION LINE
END WHITE LANE LINE (21.5 RT)
SR 516 103+93.14 (11.0' RT)
BEGIN WHITE SOLID LANE LINE
CEN-WSDOT 12+29.01 (16.0' LT)
END WHITE LANE LINE
CEN-WSDOT 11+66.14 (15.9' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
CEN-WSDOT 12+26.95 (13.7' RT)
END WHITE LANE LINE
CEN-WSDOT 11+66.14 (13.7' RT)
BEGIN WHITE LANE LINE
MATCH EXISTINGCEN-WSDOT 11+66.14 (3.7' RT)
BEGIN WHITE SOLID LANE LINE
MATCH EXISTINGCEN-WSDOT 11+66.14 (6.2' LT)
BEGIN YELLOW PRECAST DUAL
FACED SLOPED MOUNTABLE CURB
MATCH EXISTING
CEN-WSDOT 12+23.21 (6.5' LT)
END YELLOW PRECAST DUAL
FACED SLOPED MOUNTABLE CURB
SR 516 102+34.26 (32.3' LT)
BEGIN 25.8:1 TAPER
SR 516 102+84.29 (34.2' LT)
END 25.8:1 TAPER
LIMIT OF APPROVAL FOR
SR 516 CHANNELIZATION
LIMIT OF APPROVAL
FOR SR 516
CHANNELIZATION
BOLLARDS (TYP)
EXISTING PROPERTY
LINE (TYP)
PROPOSED ROW AT
BACK OF SIDEWALK
PROPOSED RIGHT
OF WAY
PROPOSED RIGHT
OF WAY
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
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8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 516 100+00 TO SR 516 104+00
CH2
4
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SR 516 (E SMITH ST)
(SR 516-LINE)
CE
N
T
R
A
L
A
V
E
N
SR
5
1
6
(
C
E
N
T
R
A
L
A
V
E
N
)
E SMITH ST
(73 LF STORAGE)
(1
2
6
L
F
S
T
O
R
A
G
E
)
R=50'
R=32'
R=42'
R=35'
R=100'
NW 24, T22N, R04E, WM
(C
E
N
-
W
S
D
O
T
-
L
I
N
E
)
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 516 & E WILLIS ST - SR 516 & HAZEL AVE)
CROSS STREET
E SMITH ST
POSTED / DESIGN SPEED
DESIGN VEHICLE
30 MPH, 30 MPH
SU-30
CENTRAL AVE N
POSTED/DESIGN SPEED
DESIGN VEHICLE
30 MPH, 30 MPH
SU-30
R=50'
(130LF STORAGE)
PARALLEL CURB
RAMP TYPE A
PARALLEL CURB
RAMP TYPE A
PERPENDICULAR
CURB RAMP TYPE A
PARALLEL CURB RAMP TYPE A
DESIGN ANALYSIS #1 - LEFT-TURN STORAGE LENGTH
AND LEFT-TURN DECELERATION LANE LENGTH
DESIGN VARIANCE:
CHAIN LINK FENCE
L11
1.
0
'
2.4'
EXISTING CURB AND GUTTER
91°
8
9
°
SR 516 107+32.03 (0.0' T)
BEGIN YELLOW TWO-WAY
LEFT-TURN CENTERLINE
SR 516 107+31.98 (11.1' RT)
END DOUBLE YELLOW CENTERLINE
BEGIN YELLOW TWO-WAY
LEFT-TURN CENTERLINE
SR 516 108+48.86 (0.1' RT)
END YELLOW TWO-WAY
LEFT-TURN CENTERLINE
SR 516 108+48.85 (11.1' RT)
END YELLOW TWO-WAY
LEFT-TURN CENTERLINE
N1
°
1
5
'
0
3
.
6
0
"
E
91°
8
9
°
N0
°
4
7
'
2
1
.
0
0
"
E
EXISTING CURB AND
GUTTER
EXISTING RIGHT OF WAY
(TYP)
PROPOSED RIGHT
OF WAY AT BACK OF
SIDEWALK (TYP)
SIDEWALK
SIDEWALK
SIDEWALK
EXISTING
SIDEWALK
BAT LANE
EDGE OF
TRAVELED WAY
EXISTING CURB
AND GUTTER
EDGE OF
TRAVELED WAY
EXISTING CURB RAMP
EXISTING CURB RAMP
PERPENDICULAR
CURB RAMPS TYPE A
PERPENDICULAR
CURB RAMPS TYPE A
EXISTING RIGHT
OF WAY
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EXISTING PROPERTY LINE (TYP)
EXISTING RIGHT OF WAY EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
EXISTING PROPERTY LINE
(TYP)
TRAFFIC CURB
AND GUTTER TRAFFIC CURB
AND GUTTER
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
BAT LANE
12
.
1
'
5.
5
'
10
.
0
'
10
.
5
'
10
.
5
'
12
.
7
'
6.
5
'
10
.
5
'
11
.
0
'
10
.
5
'
10
.
0
'
8.
0
'
5.
5
'
11
.
3
'
11
.
3
'
11
.
7
'
11
.
4
'
19.1'18.7'
9.8'
18.9'
7.
4
'
6.
5
'
5.0'
5.6'
11
.
8
'
10
.
5
'
11
.
0
'
10
.
5
'
10
.
0
'
5.
5
'
10
.
5
'
4.2'
10
.
2
'
9.9'
10
.
5
'
12
.
7
'
10
.
5
'
10
.
5
'
11
.
0
'
10
.
5
'
10
.
0
'
8.
0
'
6.
5
'
12.0'
1.
4
'
10
.
9
'
11.0'5.9'8.7'10.1'12.8'
12.5'
5.
0
'
8.
0
'
5.
5
'
8.
0
'
11
.
0
'
1.
0
'
1.
0
'
1.
0
'
1.
0
'
1.
0
'
1.
0
'
1.
0
'
8.0'
SR 516 MP 5.82
SR 516 108+85.87
KEN 11+65.38
SR 516 MP 5.74
SR 516 104+82.50
STATE 11+53.57
R=39'
R=45'R=50'
R=50'
R=40'R=35'
SR 516 104+80.40 (59.0' RT)
BEGIN STOP LINE
SR 516 105+03.86 (53.8' RT)
END CROSSWALK, SEE NOTE 6
SR 516 104+46.22 (31.5' RT)
END CROSSWALK, SEE NOTE 6
SR 516 105+30.83 (21.5' RT)
BEGIN WHITE LANE LINE
SR 516 105+30.85 (11.0' RT)
BEGIN DOUBLE YELLOW CENTERLINE
BEGIN STOP LINE
SR 516 105+02.30 (59.3' RT)
END STOP LINE
SR 516 104+59.23 (35.5' RT)
END CROSSWALK, SEE NOTE 6
SR 516 104+63.91 (40.3' RT)
BEGIN CROSSWALK, SEE NOTE 6
SR 516 105+12.05 (40.9' RT)
END CROSSWALK, SEE NOTE 6
SR 516 105+25.13 (33.5' RT)
BEGIN CROSSWALK, SEE NOTE 6
SR 516 104+69.57 (53.4' RT)
BEGIN CROSSWALK, SEE NOTE 6
SR 516 103+12.81 (0.0' T)
END WHITE WIDE SOLID LANE LINE
SR 516 103+16.42 (21.0' LT)
END WHITE WIDE SOLID LANE LINE
BEGIN WHITE WIDE DOTTED LANE LINE
SR 516 103+96.90 (5.4' RT)
SR 516 103+92.89 (0.0' RT)
PT DOUBLE YELLOW CENTERLINE
SR 516 103+74.42 (3.5' RT)
END 4:1 TAPER/PC DOUBLE
SR 516 104+35.74 (0.4' RT)
END STOP LINE
END DOUBLE YELLOW
CENTERLINE
SR 516 104+35.72 (11.0' RT)
BEGIN STOP LINE
SR 516 104+40.72
END WHITE WIDE
DOTTED LANE LINE (21.0' LT)
END WHITE LANE LINE (10.5' LT)
SR 516 105+30.96 (0.0' RT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 516 105+31.06 (10.5' LT)
BEGIN WHITE LANE LINE
SR 516 105+31.16 (21.0' LT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 516 105+31.28 (32.8' LT)
END STOP LINE
SR 516 105+04.42 (52.9' LT)
END CROSSWALK, SEE NOTE 6
SR 516 104+81.28 (61.0' LT)
END STOP LINE
SR 516 104+64.28 (61.0' LT)
BEGIN STOP LINE
SR 516 104+46.15 (34.5' LT)
BEGIN CROSSWALK
SEE NOTE 6
SR 516 104+63.59 (53.4' LT)
BEGIN CROSSWALK SEE NOTE 6
SR 516 105+75.36 (5.5' RT)
TYPE 2SL
SR 516 106+28.67 (5.6' RT)
TYPE 2SL
SR 516 106+33.55 (0.0' RT)
END WHITE WIDE LANE LINE
SR 516 106+33.76 (21.0' LT)
END WHITE WIDE SOLID LANE LINE
BEGIN WHITE WIDE DOTTED LANE LINE
SR 516 106+28.67 (28.0' LT)
TYPE 2SR
SR 516 105+75.37 (27.9' LT)
TYPE 2SR SR 516 108+52.21 (10.4' LT)
BEGIN TAPER (32:1)
BEGIN WHITE LANE LINE
SR 516 108+13.84 (4.9' RT)
TYPE 2SL
SR 516 108+33.87 (6.4' RT)
TYPE 2SL
SR 516 108+84.83 (11.4' LT)
END TAPER (32:1) /
END WHITE LANE LINE
MATCH EXISTING
SR 516 108+52.21 (20.9' LT)
END WHITE WIDE DOTTED LANE LINE
SR 516 104+59.15 (40.4' LT)
BEGIN CROSSWALK
SEE NOTE 6
SR 516 105+12.85 (39.8' LT)
END CROSSWALK, SEE NOTE 6
SR 516 105+25.79 (33.7' LT)
END CROSSWALK, SEE NOTE 6
SR 516 108+48.85 (21.6' RT)
END WHITE LANE LINE
SR 516 104+81.41 (76.0' LT)
BEGIN STOP LINE
SR 516 104+92.54 (76.0' LT)
END STOP LINE
SR 516 107+46.96 (4.9' RT)
TYPE 2SL
SR 516 107+66.98 (6.4' RT)
TYPE 2SL
SR 516 104+40.72
END STOP LINE (11.0' RT)
END WHITE WIDE SOLID
LANE LINE(11.0' RT)
END WHITE LANE LINE (21.5 RT)
BEGIN STOP LINE (31.5' RT)
SR 516 107+26.46 (34.4' LT)
BEGIN TAPER (18.5:1)
SR 516 108+55.27 (23.8' LT)
END TAPER (18.5:1)
SR 516 103+93.14 (11.0' RT)
BEGIN WHITE SOLID LANE LINE
1.3'
EXISTING PROPERTY LINE
(TYP)
PROPOSED ROW AT BACK OF SIDEWALK
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
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\
d
e
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0
0
3
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c
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2
m
h
i
l
l
_
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v
0
5
9
7
5
3
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d
1
0
4
3
9
6
4
\
2
C
H
.
0
1
.
d
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|
L
a
y
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:
C
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2
PL
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T
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:
M
a
r
1
2
,
2
0
2
6
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1
1
:
1
8
:
2
4
p
m
B
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A
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3
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.
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;
X
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.
d
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g
;
X
-
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N
-
C
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A
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N
_
K
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T
.
d
w
g
;
X
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W
S
D
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L
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N
.
d
w
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;
X
-
S
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C
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_
C
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A
N
.
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w
g
;
X
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_
J
.
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g
;
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Y
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.
d
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;
X
-
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.
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;
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;
C
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1
8
2
2
9
-
S
V
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.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 516 (E SMITH ST)
(SR516-LINE)
KE
N
N
E
B
E
C
K
A
V
E
N
ST
A
T
E
A
V
E
N
CHANNELIZATION PLAN
SR 516 104+00 TO SR 516 109+80
CH3
5
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
R=25'
R=10'
R=35'
R=25'
R=30'
R=26'
(100 LF STORAGE)
NW 24, T22N, R04E, WM
BAT LANE
EXISTING SIDEWALK
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 516 & E WILLIS ST - SR 516 & HAZEL AVE)
CROSS STREET
STATE AVE N
POSTED / DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
KENNEBECK AVE N
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
(43LF STORAGE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
DESIGN ANALYSIS #1 - LEFT-TURN STORAGE LENGTH AND LEFT-TURN DECELERATION LANE LENGTH
DESIGN ANALYSIS #3 - TWO-WAY LEFT-TURN LANE LENGTH
BAT LANE
DESIGN VARIANCE:
L11
L12
L13
C10
N1
°
0
2
'
1
2
.
1
0
"
E
N0
°
5
4
'
1
5
.
5
4
"
E
93°
8
7
°
83°
9
7
°
EXISTING CURB AND
GUTTER
EXISTING CURB AND
GUTTER
RAPIDRIDE I LINE
STATION 62212
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
SIDEWALK
TRAFFIC CURB AND GUTTER
MATCHES EXISTING LOCATION
EXISTING SIDEWALK
EXISTING SIDEWALKEDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
EXISTING RIGHT OF WAY
EXISTING SIDEWALK
EXISTING CURB AND
GUTTER
EXISTING SIDEWALK
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB RAMP
11
.
0
'
11
.
4
'
10
.
7
'
6.
4
'
11
.
4
'
10
.
1
'
10
.
9
'
6.
6
'
6.
5
'
10
.
0
'
4.9
'
6.
0
'
10
.
8
'
11
.
4
'
6.
4
'
10
.
6
'
5.
9
'
9.
6
'
10
.
2
'
5.
0
'
11
.
3
'
6.3
'
5.
6
'
5.
2
'
6.
5
'
1.0
'
1.
0
'
9
7
°
83°
SR 516 MP 5.93
SR 516 115+05.46
JASON-TITUS 11+22.06
SR 516 MP 5.88
SR 516 STA 111+95.18
CLARK AVE N 10+00.00
SR 516 113+36.00 (16.1' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 516 114+46.08 (16.8' LT)
END WHITE LANE LINE
SR 516 115+91.65 (17.0' RT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 516 113+78.49 (16.1' LT)
PC WHITE LANE LINE
SR 516 114+27.60 (16.5' LT)
PT WHITE LANE LINE
15.1'15.9'
14.8'9.5'10.0'
0.4'
15.5'14.6'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
C
H
3
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
1
1
:
2
2
:
4
1
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
C
h
a
n
P
l
a
n
S
h
e
e
t
c
u
t
s
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 516 (E SMITH ST)
(SR516-LINE)
CHANNELIZATION PLAN
SR 516 110+50 TO SR 516 116+00
CH4
6
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
CL
A
R
K
A
V
E
N
NW 19, T22N, R05E, WM
JA
S
O
N
A
V
E
N
E
T
I
T
U
S
S
T
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 516 & E WILLIS ST - SR 516 & HAZEL AVE)
CROSS STREET
CLARK AVE N
POSTED / DESIGN SPEED
DESIGN VEHICLE
25 MPH , 25 MPH
SU-30
JASON AVE N
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
E TITUS ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
R=855'
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
C11
L13
EDGE OF TRAVELED WAY
EXISTING CURB AND
GUTTER
EXISTING CURB AND
GUTTER
RAPIDRIDE I LINE
STATION 62220
EXISTING SIDEWALK
SIDEWALK
EXISTING SIDEWALK
EXISTING RIGHT OF WAY
FACE OF CURB MATCHES
EXISTING WIDE EDGE LINE
BIKE RAMP
EXISTING SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
EDGE OF
TRAVELED WAY
EXISTING CURB RAMP
BIKE RAMP
TRAFFIC CURB
AND GUTTER
10
.
0
'
6.4
'
10
.
8
'
11
.
3
'
10
.
8
'
11
.
4
'
10
.
7
'
11
.
0
'
10
.
7
'
6.0
'
4.
9
'
6.8
'
6.0
'
10
.
2
'
4.9
'
6.0
'
10
.
8
'
11
.
4
'
6.4
'
6.3
'
6.0
'
5.2
'
8.
2
'
1.0
'
1.0
'
1.0
'
SR 516 117+95.77 (28.3' RT)
END WHITE WIDE EDGE LINE
MATCH EXISTING
SR 516 117+41.00 (28.2' RT)
BEGIN WHITE WIDE EDGE LINE
SR 516 117+69.37 (31.2' RT)
BIKE LANE SYMBOL
SR 516 116+35.41 (28.1' RT)
END WHITE WIDE EDGE LINE
SR 516 117+95.83 (17.3' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 516 116+01.67 (28.2' RT)
BEGIN WHITE WIDE SOLID
EDGE LINE
SR 516 116+26.15 (30.8' RT)
BIKE RIDER SYMBOL
12.8'10.5'
RETAINING WALL (TYP)
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
C
H
3
A
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
1
1
:
2
7
:
0
9
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
C
h
a
n
P
l
a
n
S
h
e
e
t
c
u
t
s
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 516 (E
S
M
I
T
H
S
T
)
(SR516-LI
N
E
)
CHANNELIZATION PLAN
SR 516 116+00 TO SR 516 121+50
CH5
7
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
HA
Z
E
L
A
V
E
N
NW 19, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 516 & HAZEL AVE - SR 516 & E WILLIS ST)
CROSS STREETS
HAZEL AVE N
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
C12
L14
R=996'
R=1007'
R=866'
R=1007'
R=836'
R=793'1.
0
'
N0
°
3
5
'
3
5
.
0
3
"
E
N6
1
°
3
3
'
3
5
.
0
3
"
E
90°9
0
°
EXISTING BIKE LANE
EXISTING BIKE LANE
RAPIDRIDE I LINE
STATION 62204
EXISTING RIGHT OF WAY
EXISTING CURB AND GUTTER
SIDEWALK
EDGE OF TRAVELED WAY
EXISTING
SIDEWALK
RAPIDRIDE I LINE STATION 62228
EXISTING SIDEWALK, WITH BARRIER AND
RAILING AT BACK OF SIDEWLAK TO REMAIN
TRAFFIC CURB AND GUTTER
EDGE OF TRAVELED WAY
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
EXISTING RIGHT OF WAY
(TYP)
EXISTING CURB RAMP EXISTING CURB RAMP
EXISTING CURB RAMP
11
.
0
'
6.
0
'
6.
5
'
10
.
9
'
5.
1
'
6.
5
'
11
.
3
'
11
.
0
'
6.
5
'
12
.
0
'
11
.
0
'
11
.
1
'
5.
9
'
6.
6
'
5.
7
'
11
.
4
'
11
.
0
'
11
.
0
'
10
.
8
'
12
.
0
'
8.
0
'
7.
2
'
6.
8
'
1.
0
'
4.
3
'
6.
0
'
11
.
0
'
4.
0
'
1.
0
'
1.
0
'
1.
1
'
3.
0
'
C
1
SR 516 MP 6.54
SR 516 146+65.38
94TH 10+00.00
SR 516 144+85.80 (25.3' RT)
END WHITE PROFILED LINE
SR 516 144+50.37 (27.7' RT)
BIKE LANE SYMBOL
SR 516 143+55.14 (26.4' RT)
BEGIN WHITE PROFILED LINE
MATCH EXISTING
SR 516 145+93.86 (28.7' RT)
BIKE LANE SYMBOL
SR 516 146+05.40 (14.7' RT)
END WHITE PROFILED
LANE LINE
SR 516 146+05.27 (3.7' RT)
END WHITE WIDE SOLID
LANE LINE
SR 516 143+61.63 (15.3' RT)
BEGIN WHITE PROFILED LANE LINE
BEGIN TAPER (285.5:1)
MATCH EXISTING
SR 516 143+94.05 (2.1' RT)
BEGIN TAPER (75.7:1)
BEGIN WHITE WIDE SOLID
LANE LINE
MATCH EXISTING
SR 516 144+64.90 (14.0' RT)
END TAPER (285.5:1)
SR 516 145+83.11 (4.0' RT)
END TAPER (75.7:1)
SR 516 146+05.45 (25.7' RT)
END WHITE WIDE LANE LINE
SR 516 145+77.46 (26.1' RT)
BEGIN WHITE WIDE LANE LINE
SR 516 144+13.29 (2.9' LT)
TYPE 2SL
SR 516 144+83.14 (2.7' LT)
TYPE 2SL SR 516 145+58.87 (1.8' LT)
TYPE 2SL
SR 516 144+71.88 (29.5' RT)
SLOW LEGEND
11.
5
'
11.
6
'
11.
0
'
1.
0
'
1.0
'
10
.
9
'
11
.
4
'
4.
5
'
4.
7
'
11
.
5
'
11
.
3
'
CURVE #PI STATION ∆RADIUS TANGENT LENGTH S
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
C
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4
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
1
1
:
3
2
:
3
6
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
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T
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U
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S
_
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g
;
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_
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.
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g
;
X
-
R
D
W
Y
_
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T
_
J
.
d
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g
;
X
-
W
S
D
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T
-
W
I
P
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T
.
d
w
g
;
X
-
L
E
G
E
N
D
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D
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T
.
d
w
g
;
C
h
a
n
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n
S
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t
c
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t
s
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 516 (CANYON DR)
(SR516-LINE)
CHANNELIZATION PLAN
SR 516 142+20 TO SR 516 148+00
CH6
8
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
EX
94
T
H
A
V
E
S
NW 19, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 516 & HAZEL AVE - SR 516 & SR 515)
SR 516 (CANYON DR/SE 256TH ST)
FUNCTIONAL CLASS URBAN OTHER PRINCIPAL ARTERIAL
NHS STATUS NHS
MANAGED ACCESS CLASS 3
DESIGN VEHICLE SU-30
POSTED/DESIGN SPEED 40 MPH / 40 MPH
TERRAIN ROLLING
AADT 29,000 (2024)
TRUCK PERCENTAGE 5.9%
CROSS STREET
94TH AVE S
POSTED / DESIGN SPEED
DESIGN VEHICLE
35 MPH , 35 MPH
SU-30
(211LF STORAGE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
C14
C13
EXISTING SHOULDER
EXISTING CURB AND GUTTER
EXISTING MOUNTABLE
CURB AND MEDIAN
PROPOSED
RIGHT OF WAY
EXISTING RIGHT OF WAY
CEMENT CONCRETE
RIBBON GUTTER
SEE SHEET CHDT1
EDGE OF PAVEMENT
EDGE OF TRAVELED WAY
EXISTING SIDEWALK
RESTORATION OF EXISTING
MOUNTABLE CURB
EXISTING MOUNTABLE CURB
EDGE OF TRAVELED WAY
EXISTING GUARDRAIL
BIKE RAMP
EDGE OF TRAVELED WAY
5.
9
'
11
.
0
'
11
.
6
'
7.
5
'
11
.
2
'
11
.
5
'
13
.
9
'
6.
8
'
12
.
7
'
12
.
2
'
11
.
6
'
5.
2
'
11
.
0
'
5.9
'
12
.
6
'
11
.
4
'
12
.
5
'
7.2
'
9.7
'
11
.
8
'
1.
0
'
4.
1
'
R=1091'
R=1080'
R=1000'
R=1000'
SR 516 173+30.31 (25.3' RT)
END WHITE WIDE SOLID LANE LINE
BEGIN WHITE EDGE LINE, TAPER 12:1
SR 516 173+46.35 (13.5' LT)
BEGIN WHITE LANE LINE
BEGIN TAPER (22:1)
MATCH EXISTING
SR 516 173+46.58 (1.8' LT)
BEGIN YELLOW EDGE LINE
BEGIN TAPER (22:1)
MATCH EXISTINGSR 516 173+01.17 (13.9' RT)
BEGIN WHITE LANE LINE
BEGIN TAPER (124:1)
MATCH EXISTING
SR 516 173+63.18 (14.2' RT)
END TAPER (124:1)
SR 516 173+01.28 (2.6' RT)
BEGIN YELLOW EDGE LINE
BEGIN TAPER (445:1)
MATCH EXISTING
SR 516 173+01.12 (24.7' RT)
BEGIN WHITE WIDE SOLID LANE LINE
MATCH EXISTING
SR 516 173+27.03 (2.5' RT)
END TAPER (445:1)
SR 516 173+68.61 (2.0' LT)
END TAPER (22:1)
SR 516 173+70.74 (13.7' LT)
END TAPER (22:1)
MODIGY EXISTING
GUARDRAIL
RETAINING WALL/PEDESTRIAN HANDRAIL
GUARDRAIL AND
TERMINAL, TYPE 31
SR 516 173+88.44 (36.6' RT)
END RIBBON GUTTER
BEGIN TRAFFIC CURB
AND GUTTER
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
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2
m
h
i
l
l
_
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v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
C
H
5
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
1
1
:
3
6
:
4
9
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
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D
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R
_
W
S
D
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_
C
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A
N
N
.
d
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;
X
-
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_
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.
d
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;
X
-
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_
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;
1
8
2
2
9
-
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V
-
B
S
_
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t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
X
-
R
O
W
_
K
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T
_
J
.
d
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g
;
X
-
R
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W
Y
_
K
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N
T
_
J
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
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O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
C
h
a
n
P
l
a
n
S
h
e
e
t
c
u
t
s
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 516 (SE 256
T
H
S
T
)
(SR516-LINE)
CHANNELIZATION PLAN
SR 516 169+50 TO SR 516 174+00
CH7
9
J. TEAL
J. TEAL
K. THOMAS
NW 19, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 516 & HAZEL AVE - SR 516 & SR 515)
SR 516 (SE 256TH ST)
FUNCTIONAL CLASS URBAN OTHER PRINCIPAL ARTERIAL
NHS STATUS NHS
MANAGED ACCESS CLASS 3
DESIGN VEHICLE SU-30
POSTED/DESIGN SPEED
40 MPH / 40 MPH
(MP 6.04 TO MP 7.13)
35 MPH / 35 MPH
(MP 7.13 TO MP 7.34)
TERRAIN ROLLING
AADT 29,000 (2024)
TRUCK PERCENTAGE 5.9%
CROSS STREETS
101ST AVE SE
POSTED/DESIGN SPEED
DESIGN VEHICLE
40 MPH / 40 MPH
SU-30
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
C15
PRECAST SLOPED MOUNTABLE
CURB (PAINT YELLOW)
EXISTING RIGHT OF WAY RAPIDRID
E
I
L
I
N
E
S
T
A
T
I
O
N
6
2
1
9
8
TIER 1 L
S
T
A
T
I
O
N
W
I
T
H
9
"
C
U
R
B
A
N
D
DETECTA
B
L
E
W
A
R
N
I
N
G
S
U
R
F
A
C
E
B
E
H
I
N
D
C
U
R
B
EDGE OF TRAVELED WAY
EDGE O
F
T
R
A
V
E
L
E
D
W
A
Y
BAT LANE
EDGE OF TRAVELED WAY
PROPOSED RIGHT OF WAY
SIDEWALK
BIKE LANE
PLANTER WITH GUARDRAIL TYPE 31
(PER CITY OF KENT)
SIDEWALK
CHAIN LINK FENCE
PLANTER
R=1113'
R=1080'
MATCH EXISTING
R=1102'
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
TRAFFIC CURB AND GUTTER
R=3'
R=1080'
6.
0
'
11
.
5
'
6.
0
'
13
.
9
'
6.
8
'
12
.
7
'
11
.
6
'
10
.
0
'
11
'
6.0
'
6.6
'
12
.
2
'
11
.
6
'
5.2
'
10
.
0
'
11
.
0
'
11
.
0
'
6.
3
'
3.
7
'
10
.
5
'
11
.
0
'
11
.
0
'
10
.
0
'
6.
9
'
11
.
0
'
11
.
0
'
6.
4
'
10
.
5
'
11
.
0
'
4.
0
'
1.0
'
1.
0
'
3.
0
'
1.
0
'
4.1
'
2.1
'
11
.
0
'
4.
8
'
0.
8
'
1.
0
'
3.
6
'
R=1091'
R=1080'
R=1000
'
R=1000
'
R=1102'
R=1091'
R=1000'
R=1000'
R=1080'
R=1500'
R=150'R=150'
R=1071'R=1080'
R=1059'
SR 516 177+58.81 (0.8' RT)
TYPE 2SL
SR 516 176+97.10 (28.5' RT)
END WHITE WIDE SOLID LANE LINE
BEGIN WHITE WIDE DOTTED LANE LINE
SR 516 175+03.98 (5.4' RT)
END YELLOW EDGE LINE
BEGIN DOUBLE YELLOW CENTERLINE, 81.6:1 TAPER
SR 516 175+03.87 (3.0' LT)
END YELLOW EDGE LINE
BEGIN DOUBLE YELLOW CENTERLINE
SR 516 175+24.78 (5.6' RT)
PCC DOUBLE YELLOW CENTERLINE
SR 516 175+44.93 (14.9' LT)
BEGIN TAPER (19:1)
SR 516 175+76.34 (15.0' LT)
END TAPER (19:1)
SR 516 176+38.71 (6.4' RT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 516 176+42.75 (1.8' RT)
TYPE 2SL
SR 516 174+03.23 (35.1' RT)
END WHITE EDGE LINE, TAPER 12:1
SR 516 174+12.71 (26.0' RT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 516 175+23.33 (3.3' LT)
ANGLE POINT
SR 516 175+66.08 (1.0' RT)
PRC DOUBLE YELLOW CENTERLINE
SR 516 176+01.18 (3.5' LT)
PRC/DOUBLE YELLOW CENTERLINE
RETAINING WALL/PEDESTRIAN HANDRAIL
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
C
H
6
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
1
1
:
4
0
:
5
4
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
C
h
a
n
P
l
a
n
S
h
e
e
t
c
u
t
s
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 516 (S 256TH ST)
(SR516-LINE)
CHANNELIZATION PLAN
SR 516 174+00 TO SR 516 177+50
CH8
10
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
NW 20, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
C15 L16 L17 L18
9
4
°
86°
EXISTING CURB
AND GUTTER
EXISTING CURB AND GUTTER
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB AND GUTTER
RAPIDRIDE I LINE STATION 62234
TIER 1 L STATION WITH 9" CURB
AND DETECTABLE WARNING
SURFACE BEHIND CURB
TRAFFIC CURB AND GUTTER
REPLACED ALONG EXISTING
CURB LINE
RAPIDRIDE I LINE STATION 62198
TIER 1 L STATION WITH 9" CURB AND
DETECTABLE WARNING SURFACE BEHIND CURB
PLANTER
SIDEWALK
SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
BAT LANE
RETAINING WALL
BIKE LANE
MARKINGS ALONG BIKE FACILITY BEHIND
CURB SHOWN FOR REFERENCE ONLY (TYP)
SIDE
W
A
L
K
CHAIN
L
I
N
K
F
E
N
C
E
EXISTING SIDEWALK
R=1113'
TRAFFIC CURB
AND GUTTER
EXISTING CURB RAMP
EXISTING CURB RAMP
TRAFFIC CURB AND GUTTER
10
.
0
'
6.
4
'
11.3'
6.4'10.5'
11.0'6.5'
10
.
0
'
10
.
0
'
6.
5
'
10
.
0
'
11
.
0
'
11
.
0
'
6.3
'
3.7
'
10
.
5
'
11
.
0
'
11
.
0
'
11
.
0
'
5.
3
'
10
.
2
'
11
.
0
'
6.
0
'
6.
0
'
4.
7
'
10
.
0
'
6.9
'
11
.
0
'
11
.
0
'
6.4
'
10
.
5
'
11
.
0
'
1.0
'
10
.
7
'
14
.
0
'
10
.
4
'
6.
3
'
11
.
2
'
11
.
0
'
1.0'
1.
0
'
1.
0
'
1.0
'
3.6
'
4.
0
'
16.8'6.8'22.8'
N0
°
1
9
'
3
5
.
9
3
"
E
C1
9
3
°
87°
N1
1
°
5
3
'
5
7
.
4
5
"
E
SR 516 MP 7.15
SR 516 179+27.92
101ST 11+81.99
R=1080'
R=1071'
R=1059'
R=1091'
R=1102'
R=1080'
R=25'
R=40'
SR 516 177+58.81 (0.8' RT)
TYPE 2SL
SR 516 178+92.67 (38.1' RT)
BEGIN STOP LINE
SR 516 178+82.28
END DOUBLE YELLOW CENTERLINE (4.7' LT)
SR 516 179+03.39 (26.5' LT)
END CROSSWALK
SR 516 179+03.32 (35.5' RT)
BEGIN CROSSWALK
SR 516 179+52.06 (40.2' RT)
END CROSSWALK
SR 516 179+49.47 (51.6' RT)
END STOP LINE
SR 516 179+08.63 (45.8' RT)
BEGIN CROSSWALK
SR 516 178+73.06 (32.7' RT)
TYPE 2SR
SR 516 178+92.13 (15.8' LT)
END WHITE LANE LINE
SR 516 178+92.49 (16.2' RT)
END WHITE LANE LINE
SR 516 178+62.49 (0.1' RT)
TYPE 2SL
SR 516 179+25.55 (54.5' RT)
BEGIN STOP LINE
SR 516 178+05.99 (33.2' RT)
TYPE 2SR
BEGIN STOP LINE (4.3' LT)
END STOP LINE (4.9' RT)
END STOP LINE (6.8' RT)
SR 516 177+94.88 (28.1' RT)
END WHITE WIDE DOTTED LANE LINE
BEGIN WHITE WIDE LANE LINE
SR 516 178+92.40 (5.2' RT)
END WHITE WIDE SOLID LANE LINE
END STOP LINE
SR 516 179+79.64
BEGIN STOP LINE(4.2' LT)
SR 516 178+92.59 (27.2' RT)
END WHITE WIDE SOLID LANE LINE
6.1'
5.
0
'
BOLLARD (TYP)PROPOSED
RIGHT OF WAY
CHAINLINK
FENCE
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
101ST AVE S CENTERLINE DATA
CURVE #
C1
PI STATION
12+49.95
∆
11° 34' 21.36"
RADIUS
100.00'
TANGENT
10.13'
LENGTH
20.20'
S
EX
C:
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.
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;
X
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D
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8
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2
9
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IM
A
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S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 516 (SE 256TH ST)
(SR516-LINE)
10
1
S
T
A
V
E
S
E
CHANNELIZATION PLAN
SR 516 177+50 TO SR 516 182+00
CH9
11
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
NW 20, T22N, R05E, WM
(100 LF STORAGE)
(255 LF STORAGE
)
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 516 & HAZEL AVE - SR 516 & SR 515)
CROSS STREET
101ST AVE SE
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH , 25 MPH
SU-30
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
PR
I
V
A
T
E
DR
I
V
E
W
A
Y
199+7
5
.
0
2
200+0
0
.
0
0
201+00
.
0
0
202+
0
0
.
0
0
200+50
.
0
0
201+50
.
0
0
L2
0
L18
8
9
°
91°
EXISTING CURB AND GUTTER
EXISTING RIGHT OF WAY
EXISTING CURB AND GUTTER
PROPOSED RIGHT OF WAY
R=80'
EXISTING PROPERTY
LINE (TYP)
PLANTER
SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
EXISTING SIDEWALK
EDGE OF TRAVELED WAY
RIGHT-TURN ONLY LANE
PARALLEL CURB RAMP TYPE B
TRAFFIC CURB AND GUTTER
R=30'
EDGE OF TRAVELED WAY
EXISTING CURB RAMP
EXISTING CURB RAMP
PARALLEL CURB RAMP TYPE A
11.1'10.7'
11.0'12.5'
12
.
6
'
11
.
0
'
6.
7
'
10
.
7
'
10
.
5
'
4.
7
'
7.0'5.0'12.1'11.0'11.0'
9.9'
10.0'11.0'11.0'4.4'
6.
0
'
11.0'11.0'10.0'
5.0'7.0'1.0'
10.8'5.0'12.1'10.9'1.4'11.1'10.8'5.0'
SR 515 MP 0.00
SR 515 199+99.77
SR516 189+21.41 MP 7.34
R=47'
11
.
0
'
5.
0
'
11
.
1
'
11
.
9
'
15
.
7
'
6.
2
'
5.
5
'
17
.
3
'
5.
0
'
END CONSTRUCTION
SR 516 189+21.41
MP 7.34
BEGIN CONSTRUCTION
SR 515 199+99.77
MP 0.00
SR 515 201+55.36 (31.9' LT)
END WHITE WIDE SOLID
LANE LINE
BEGIN WHITE WIDE DOTTED
LANE LINE
SR 515 201+50.83 (40.2' LT)
TYPE 2SR
SR 515 200+54.42 (31.8' LT)
BEGIN WHITE WIDE SOLID
LANE LINE
SR 515 200+73.68 (40.5' LT)
TYPE S2R
SR 515 200+44.84 (41.1' LT)
BEGIN CROSSWALK
SR 516 188+69.41 (29.1' RT)
END CROSSWALK
SR 515 200+39.97 (30.9' RT)
END CROSSWALK
SR 515 200+60.51 (11.7' RT)
BEGIN YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
SR 515 200+55.44 (45.9' LT)
BEGIN STOP LINE
SR 515 200+53.80 (23.4' LT)
END STOP LINE
SR 515 200+53.65 (9.8' LT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 515 200+52.79 (1.2' RT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 515 200+54.51 (20.8' LT)
BEGIN WHITE LANE LINE
SR 515 200+72.01 (23.3' RT)
BEGIN WHITE LANE LINE
SR 516 188+68.65 (32.5' LT)
BEGIN CROSSWALK
SR 516 188+09.44 (15.6' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 516 188+59.17 (15.6' LT)
END WHITE LANE LINE
SR 515 200+70.41 (6.5' RT)
TYPE 2SL
SR 515 200+71.18 (4.6' LT)
TYPE 2SL
SR 515 201+73.35 (6.7' RT)
TYPE S2L
SR 515 201+73.55 (4.5' LT)
TYPE S2L
1.0'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
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;
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;
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;
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;
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Y
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;
X
-
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T
-
W
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.
d
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;
X
-
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E
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D
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W
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.
d
w
g
;
C
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c
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;
1
8
2
2
9
-
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V
-
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O
W
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 516 (SE 256TH ST)
(SR516-LINE)
SR
5
1
5
(
1
0
4
T
H
A
V
E
S
E
)
(S
R
5
1
5
-
L
I
N
E
)
CHANNELIZATION PLAN
SR 516 186+00 TO SR 516 191+00
SR 515 199+75 TO SR 515 202+00
CH10
12
A. VILLAR / A. BENCINI
J. TEAL
JACOBSJACOBS
NW 20, T22N, R05E, WM
(1
0
0
L
F
S
T
O
R
A
G
E
&
D
E
C
E
L
E
R
A
T
I
O
N
L
A
N
E
)
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SR 516 - SR 516 & SE 235TH ST)
SR 515 (104TH AVE SE)
FUNCTIONAL CLASS URBAN MINOR ARTERIAL
NHS STATUS NON-NHS
MANAGED ACCESS CLASS 5
DESIGN VEHICLE SU-30
POSTED/DESIGN SPEED 35 MPH / 35 MPH
TERRAIN ROLLING
AADT 26,000 (2024)
TRUCK PERCENTAGE 3.6%
CROSS STREETS
SE 256TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
35 MPH, 35MPH
SU-30
104TH AVE SE
POSTED/DESIGN SPEED
DESIGN VEHICLE
35 MPH, 35MPH
SU-30
10
4
T
H
A
V
E
S
E
SR 516 (SE 256TH ST)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
N1° 29' 41.00"E
11
.
3
'
11
.
4
'
5.
8
'
11
.
2
'
10
.
8
'
11
.
3
'
11
.
0
'
10
.
1
'
10
.
0
'
11
.
0
'
11
.
0
'
12
.
7
'
11
.
0
'
4.
1
'
11
.
0
'
11
.
5
'
L20
1.
0
'
1.
0
'
SR 515 204+55.84 (7.4' RT)
END TAPER (62:1) / END YELLOW PRECAST
DUAL FACED SLOPED MOUNTABLE CURB
SR 515 202+71.86 (34.1' LT)
END (4:1) TAPER
END (36.2:1) TAPER / END WHITE
WIDE DOTTED LANE LINE
SR 515 202+83.31 (11.4' RT)
BEGIN TAPER (62:1) YELLOW
PRECAST DUAL FACED SLOPE
MOUNTABLE CURB
SR 515 202+30.78 (44.0' LT)
BEGIN (4:1) TAPER
SR 515 203+93.58 (21.4' LT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 205+71.30 (5.8' LT)
END WHITE WIDE SOLID LANE LINE
SR 515 204+91.8 (6.60' RT)
BEGIN TAPER (46:1) / BEGIN YELLOW PRECAST
DUAL FACED SLOPED MOUNTABLE CURB
SR 515 205+25.40 (0.2' LT)
TYPE 2SL
SR 515 205+65.40 (0.0' LT)
TYPE 2SL
SR 515 202+83.47 (10.1' LT)
END WHITE WIDE SOLID LANE LINE
SR 515 205+80.08 (16.8' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 205+79.96 (16.6' RT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 202+83.50 (0.9' RT)
END WHITE WIDE SOLID LANE LINE
SR 515 202+61.25 (22.8' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 204+91.59 (3.9' LT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 515 205+50.76 (4.7' RT)
END TAPER (46:1) YELLOW PRECAST DUAL
FACED SLOPED MOUNTABLE CURB
ANGLE POINT
SR 515 202+79.71 (6.1' RT)
TYPE 2SL
SR 515 202+79.66 (3.7' LT)
TYPE 2SL
SR 515 202+07.58 (32.0' LT)
BEGIN 36.2:1 TAPER
EXISTING CURB AND GUTTER
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
RAPIDRIDE I LINE
STATION 57409
EXISTING PROPERTY LINE (TYP)
EDGE OF
TRAVELED WAY
SIDEWALK
EDGE OF TRAVELED WAY
RIGHT-TURN
ONLY LANE
EXISTING SIDEWALK
SIDEWALK
EXISTING
SIDEWALK
EXISTING CURB
AND GUTTER
PLANTER
TRAFFIC CURB AND GUTTER
EXTRUDED CONCRETE CURB
0.
9
'
PEDESTRIAN HANDRAIL (TYP)
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
SR 515 CENTERLINE DATA
LINE #
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
START STATION
199+75.02
215+44.11
223+79.07
226+44.18
246+04.40
247+79.60
250+82.02
256+14.03
269+63.26
278+93.90
303+60.72
END STATION
215+44.11
223+79.07
226+44.18
232+53.82
247+79.60
250+82.02
256+14.03
269+63.26
278+93.90
296+39.25
310+23.76
LENGTH
1569.09'
834.95'
265.11'
609.64'
175.19'
302.42'
532.01'
1349.24'
930.64'
1745.35'
663.05'
DIRECTION
N01° 29' 41.00"E
N01° 27' 39.24"E
N01° 36' 04.48"E
N01° 26' 50.20"E
N02° 23' 17.24"E
N00° 51' 22.27"E
N02° 18' 27.22"E
N00° 59' 09.83"E
N00° 26' 41.76"E
N01° 05' 10.14"E
N56° 11' 57.90"E
SR 515 CENTERLINE DATA
CURVE #
C20
PI STATION
300+30.64
∆
55° 06' 47.72"
RADIUS
750.04'
TANGENT
391.39
LENGTH
721.47'
S
EX
C:
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C
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.
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w
g
;
X
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S
D
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X
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d
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X
-
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-
C
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A
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_
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T
.
d
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;
X
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B
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-
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.
d
w
g
;
X
-
R
O
W
_
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 202+00 TO SR 515 206+00
CH11
13
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
SR 515 (104TH AVE SE)
(SR 515-LINE)
NW 20, T22N, R05E, WM
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
20'40'
SCALE IN FEET
0'
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
79' STORAGE
DESIGN ANALYSIS #1 - LEFT-TURN STORAGE LENGTH
AND LEFT-TURN DECELERATION LANE LENGTH
DESIGN VARIANCE:
N1° 29' 41.00"E
CHD1
1
11
.
1
'
11
.
0
'
11
.
0
'
11
.
3
'
7.
4
'
7.
5
'
11
.
3
'
11
.
0
'
6.
3
'
10
.
6
'
11
.
1
'
7.
4
'
15
.
5
'
10
.
8
'
6.
2
'
10
.
5
'
5.
8
'
11
.
4
'
5.
6
'
3.
5
'
8.
2
'
12
.
1
'
10
.
8
'
5.
3
'
1.
0
'
13
.
7
'
SR 515 206+41.56
BEGIN STOP LINE (5.25' RT)
SR 515 207+40.98
BEGIN STOP LINE (28.00' LT)
SR 515 206+94.57
BEGIN YELLOW EDGE LINE (5.53' RT
BEGIN WHITE LANE LINE (16.46' RT)
SR 515 206+98.55
BEGIN YELLOW EDGE LINE (6.05' LT)
BEGIN WHITE LANE LINE (17.05' LT)
SR 515 206+53.75
END TAPER (4:1) RAISED
MEDIAN (4.76' LT)
BEGIN YELLOW EDGE
LINE (5.89' LT)
SR 515 206+86.49 (5.9' LT)
END YELLOW EDGE LINE
SR 515 206+82.57
END YELLOW EDGE LINE (5.53' RT)
SR 515 207+37.29 (4.0' LT)
END TAPER (4:1) RAISED MEDIAN
SR 515 206+88.48
BEGIN CROSSWALK (25.76' RT)
END CROSSWALK (4.73' RT)
SR 515 206+92.46
BEGIN CROSSWALK (27.26' LT)
END CROSSWALK (7.26' LT)
END STOP LINE (27.86' RT)
END STOP LINE (6.11' LT)
SR 515 207+70.04 (16.8' LT)
END LANE LINE
SR 515 208+45.37 (16.4' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 206+85.87 (16.9' LT)
END WHITE LANE LINE
SR 515 207+04.80
BEGIN TAPER (4:1) RAISED MEDIAN (4.4' RT)
END YELLOW EDGE LINE (5.54' RT)
SR 515 206+19.64 (3.7' RT)
END YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
SR 515 208+80.80
BEGIN YELLOW TWO-WAY LEFT-TURN CENTERLINE (6.1' LT)
BEGIN YELLOW TWO-WAY LEFT-TURN CENTERLINE (5.6' RT)
SR 515 209+30.80
END YELLOW TWO-WAY LEFT-TURN CENTERLINE (6.1' LT)
END YELLOW TWO-WAY LEFT-TURN CENTERLINE (5.5' RT)
MATCH EXISTING
END WHITE LANE LINE (16.53' RT)
SR 515 208+44.99 (5.2' LT)
END YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
SR 515 208+45.28 (5.8' RT)
END WHITE WIDE LANE LINE
SR 515 207+87.25 (5.8' RT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 515 206+21.33 (5.6' RT)
BEGIN YELLOW EDGE LINE
SR 515 206+21.32 (3.4' RT)
BEGIN TAPER (4:1) RAISED MEDIAN
SR 515 208+29.67 (0.0' T)
TYPE 2SL
SR 515 207+93.18 (0.2' RT)
TYPE 2SL
SR 515 207+38.25 (4.1' LT)
BEGIN (43.4:1) YELLOW PRECAST DUAL
FACED SLOPED MOUNTABLE CURB
SR 515 207+37.29 (5.9' LT)
END YELLOW EDGE LINE
SR 515 207+87.24 (5.2' LT)
END TAPER (43.4:1) YELLOW PRECAST
DUAL FACED MOUNTABLE CURB
L20
TRAFFIC CURB
AND GUTTER
PARALLEL
CURB RAMP
TYPE A
PARALLEL CURB RAMP TYPE A
RAPIDRIDE I LINE
STATION 57159
EXISTING RIGHT OF WAY
SIDEWALK
EDGE OF
TRAVELED
WAY
EDGE OF
TRAVELED WAY
4.
7
'
6.
0
'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
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PL
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1
2
,
2
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2
6
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0
9
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5
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1
2
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;
X
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S
N
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C
H
A
N
N
_
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O
N
.
d
w
g
;
X
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W
S
D
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-
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L
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N
.
d
w
g
;
X
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S
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;
X
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;
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;
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;
X
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;
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.
d
w
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;
X
-
R
O
W
_
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
SR 515 (104TH AVE SE)(SR 515-LINE)
CHANNELIZATION PLAN
SR 515 206+00 TO SR 515 210+85
CH12
14
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
NW 20, T22N, R05E, WM
20'40'
SCALE IN FEET
0'
1
DESIGN VARIANCE
DESIGN ANALYSIS #1 - LEFT-TURN STORAGE LENGTH
AND LEFT-TURN DECELERATION LANE LENGTH
1
58' STORAGE
SE
2
5
3
R
D
P
L
(
P
R
I
V
A
T
E
D
R
I
V
E
W
A
Y
)
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SR 516 - SR 516 & SE 235TH ST)
CROSS STREET
SE 253RD PL (PRIVATE DRIVEWAY)
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
R=35'
7.
0
'
11
.
0
'
11
.
0
'
6.
7
'
10
.
8
'
89
°
R=35'
5.
0
'
15
.
0
'
12
.
4
'
11
.
0
'
6.
2
'
11
.
4
'
12
.
1
'
5.
4
'
5.
7
'
12.9'9.1'
5.
8
'
10.1'
20
.
1
'
5.
9
'
5.
0
'
SR 515 MP 0.50
SR 515 STA 226+26.47
SE 248TH 200+00.00
11.9'11.7'
10
.
8
'
10
.
9
'
6.
0
'
10
.
9
'
11
.
1
'
14
.
0
'
4.
9
'
L21 L22
4.8'
5.2'
15.1'
1.
0
'
11
.
3
'
5.
6
'
R=50'
R=50'
R=50'R=45'
11.7'
7.8'
15
.
0
'
EXISTING CURB AND GUTTER
EXISTING RIGHT OF WAY
RAPIDRIDE I LINE
STATION 57407
PLANTER
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAYEXISTING
SIDEWALK
EXISTING
SIDEWALK
EXISTING SIDEWALK
EXISTING CURB
AND GUTTER
PERPENDICULAR CURB
RAMPS TYPE A
SIDEWALK
PERPENDICULAR CURB RAMPS TYPE A
SIDEWALK
PARALLEL CURB RAMP
TYPE A
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND
GUTTER
SR 515 225+72.93 (27.5' LT)
BEGIN CROSSWALK
SR 515 225+77.73 (38.9' RT)
END CROSSWALK
SR 515 225+89.39 (46.6' RT)
BEGIN CROSSWALK
SR 515 226+39.82 (45.5' RT)
END CROSSWALK
SR 515 226+65.83 (28.5' RT)
BEGIN CROSSWALK
SR 515 226+60.3 (34.63' LT)
END CROSSWALK
SR 515 225+95.14 (47.2' LT)
BEGIN CROSSWALK
SR 515 226+44.8 (47.01' LT)
END CROSSWALK
SR 515 225+96.97 (59.7' LT)
BEGIN STOP LINE
SR 515 226+10.2 (59.53' LT)
END STOP LINE
SR 515 226+11.51 (56.1' RT)
BEGIN STOP LINE
SR 515 226+37.53 (55.6' RT)
END STOP LINE
SR 515 223+57.89 (16.7' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 225+63.54 (17.0' LT)
END WHITE LANE LINE
SR 515 226+71.0 (32.45' LT)
BEGIN STOP LINE
SR 515 226+73.8 (5.52' RT)
END STOP LINE
SR 515 225+66.83 (34.3' RT)
END STOP LINE
SR 515 225+65.72 (16.8' RT)
END WHITE LANE LINE
SR 515 225+64.28 (6.0' LT)
BEGIN STOP LINE
SR 515 226+
END WHITE
MATCH EXI
SR 515 225+56.37 (16.8' RT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 226+74.62 (16.9' RT)
BEGIN WHITE LANE LINE
1.0'
S8
9
°
0
3
'
2
5
.
3
6
"
E
L23
9
1
°
3.6'
3.9'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
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r
k
d
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0
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3
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5
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3
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6
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;
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;
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;
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;
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;
X
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d
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;
X
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;
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d
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IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 221+00 TO SR 515 226+75
CH13
15
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SE
2
4
8
T
H
S
T
NW 20, T22N, R05E, WM
SR 515 (104TH AVE SE)
(SR 515-LINE)
DESIGN DATA (SR 515 & SR 516 - SR 516 & SE 235TH ST)
CROSS STREET
SE 248TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
35 MPH, 35 MPH
SU-30
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
11
.
0
'
11
.
0
'
6.
7
'
10
.
8
'
10
.
9
'
6.
4
'
11
.
0
'
5.
6
'
12
.
2
'
6.
0
'
12
.
2
'
4.
9
'
14
.
0
'
4.
9
'
4.
8
'
10
.
8
'
17
.
6
'
4.
9
'
10
.
8
'
11
.
0
'
5.
9
'
11
.
3
'
5.
6
'
1.
0
'
RAPIDRIDE I LINE
STATION 57162
EXISTING CURB AND GUTTER
EXISTING RIGHT OF WAY
SIDEWALK
EDGE OF
TRAVELED WAY
EXISTING SIDEWALK
EXISTING SIDEWALK
TRAFFIC CURB
AND GUTTER
SR 515 226+60.3 (34.63' LT)
END CROSSWALK
SR 515 226+44.8 (47.01' LT)
END CROSSWALK
SR 515 228+33.72 (16.9' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 226+71.0 (32.45' LT)
BEGIN STOP LINE
SR 515 226+73.8 (5.52' RT)
END STOP LINE
SR 515 226+89.89 (17.8' LT)
END WHITE LANE LINE
MATCH EXISTING
L23
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
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X
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_
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IM
A
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S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 226+75 TO SR 515 231+50
CH14
16
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
NW 20, T22N, R05E, WM
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SR 515 (104TH AVE SE)
(SR 515-LINE)
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
10
.
6
'
5.
0
'
5.
9
'
5.
0
'
10
.
0
'
11
.
0
'
11
.
0
'
6.
0
'
11
.
0
'
11
.
0
'
10
.
0
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10
.
0
'
5.
0
'
6.
5
'
10
.
0
'
11
.
0
'
10
.
9
'
5.
7
'
5.
0
'
10
.
0
'
L24 L25
6.
5
'
11
.
4
'
1.
0
'
1.
0
'
1.
0
'
SR 515 249+53.27 (0.0' T)
TYPE 2SL
SR 515 248+04.13 (0.0' T)
TYPE 2SL
SR 515 248+23.70 (0.0' T)
TYPE 2SL
SR 515 247+79.44 (28.0' RT)
BEGIN TAPER (36:1) WHITE WIDE DOTTED LANE LINE
SR 515 247+95.73 (17.0' RT)
BEGIN TAPER (36:1) WHITE LANE LINE
MATCH EXISTING
SR 515 247+66.95 (16.7' LT)
END TAPER (70:1) WHITE LANE LINE
BEGIN TAPER (36:1) WHTIE LANE LINE
SR 515 247+89.78 (6.0' RT)
BEGIN TAPER (36:1) YELLOW TWO-WAY LEFT
TURN CENTERLINE MATCH EXISTING
SR 515 247+92.18 (5.5' LT)
BEGIN TAPER (38:1) YELLOW TWO-WAY
LEFT-TURN CENTERLINE
MATCH EXISTING
SR 515 248+95.60 (5.5' LT)
END TAPER (38:1) DOUBLE YELLOW CENTERLINE
BEGIN YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
SR 515 249+79.38 (28.0' LT)
BEGIN TAPER (2:1)
BEGIN TAPER (24:1) WHITE
WIDE DOTTED LANE LINE
SR 515 250+04.11 (39.0' LT)
END TAPER (2:1)SR 515 247+26.64 (16.6' LT)
BEGIN TAPER (70:1) WHITE LANE LINE
MATCH EXISTING
SR 515 249+39.50 (6.0' RT)
BEGIN TAPER (36:1) WHITE WIDE SOLID LANE LINE
SR 515 249+43.40 (39.0' RT)
END TAPER (4.0:1)
SR 515 248+39.50 (6.0' RT)
END TAPER (36:1) YELLOW TWO-WAY
LEFT-TURN CENTERLINE
SR 515 249+17.56 (32.6' RT)
BEGIN TAPER (4.0:1)
SR 515 250+04.23 (28.0' LT)
END TAPER (24:1) WHITE
WIDE DOTTED LANE LINE
BEGIN TAPER (24:1) WHITE
WIDE DOTTED LANE LINE
EXISTING CURB AND GUTTER
SIDEWALKEDGE OF
TRAVELED WAY
BAT LANE
EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING CURB
AND GUTTER
BAT LANE
EDGE OF
TRAVELED WAY
SIDEWALK
WALL/PEDESTRIAN HANDRAIL
EXISTING CURB
AND GUTTER
EXISTING SIDEWALK
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB
AND GUTTER
BOLLARDS
(TYP)
BOLLARDS
(TYP)
PROPOSED RIGHT
OF WAY (TYP)
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
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o
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3
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;
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;
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;
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;
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;
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c
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s
.
d
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IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 245+00 TO SR 515 250+50
CH15
17
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
SR 515 (104TH AVE SE)
(SR 515-LINE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
20'40'
SCALE IN FEET
0'
NW 20, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
10
.
0
'
5.
0
'
S8
8
°
4
4
'
0
8
.
7
0
"
E
11
.
0
'
6.
0
'
5.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
10
.
0
'
10
.
0
'
10
.
0
'
PERPENDICULAR CURB
RAMPS TYPE A
SE 240TH 12+01.63
11
.
0
'
6.
0
'
11
.
0
'
11
.
0
'
10
.
0
'
10.0'6.6'
10.9'5.2'
10
.
0
'
5.
0
'
10.4'
5.
0
'
10
.
0
'
11
.
0
'
11
.
0
'
6.
0
'
11
.
0
'
11
.
0
'
10
.
0
'
10
.
0
'
5.
0
'
10
.
0
'
11
.
0
'
11
.
0
'
6.
0
'
11
.
0
'
10
.
0
'
5.
0
'
10
.
0
'
11
.
0
'
10
.
0
'
11
.
0
'
10
.
0
'
5.
0
'
11.7'11.4'11.1'
11.0'
10.8'
11.5'12.3'
5.
0
'
10
.
0
'
PERPENDICULAR
CURB RAMPS
TYPE A
1.
0
'
1.
0
'
1.
0
'
1.
0
'
1.0'
1.
0
'
1.
0
'
1.0'
1.0'
R=50'
R=50'
R=50'
R=50'
L26
SR 515 249+53.27 (0.0' T)
TYPE 2SL
END TAPER (38:1) DOUBLE YELLOW CENTERLINE
BEGIN YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
SR 515 251+88.61 (6.0' RT)
END TAPER (39:1) WHITE WIDE SOLID LANE LINE
SR 515 250+50.38 (3.2' LT)
TYPE 2SL
SR 515 251+35.85 (0.0' LT)
TYPE 2SL
SR 515 251+88.60
END TAPER (39:1) WHITE WIDE
DOTTED LANE LINE (28.00' LT)
END TAPER (39:1) WHITE
LANE LINE (17.0' LT)
SR 515 251+98.60 (39.0' LT)
BEGIN CROSSWALK
SR 515 252+18.83 (60.3' LT)
BEGIN CROSSWALK
SR 515 252+82.17 (65.2' LT)
END CROSSWALK
SR 515 252+14.63 (70.1' LT)
BEGIN STOP LINE
SR 515 252+57.63 (73.3' LT)
END STOP LINE
SR 515 253+22.93 (39.5' LT)
BEGIN STOP LINE
SR 515 253+24.21 (5.5' RT)
END STOP LINE
BEGIN DOUBLE
YELLOW CENTERLINE SR 515 253+24.21 (17.0' RT)
BEGIN TAPER (55:1) WHITE LANE LINE
SR 515 253+77.01 (0.0' RT)
TYPE 2SL SR 515 255+10.77 (0.0' T)
TYPE 2SL
SR 515 253+76.95 (33.5' LT)
TYPE 2SR
SR 515 254+18.75 (33.5' LT)
TYPE 2SR
SR 515 253+12.17 (38.8' LT)
BEGIN CROSSWALK
SR 515 253+24.21 (6.0' LT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 515 253+24.20 (17.0' LT)
BEGIN TAPER (47:1) WHITE LANE LINE
SR 515 253+24.20 (28.0' LT)
BEGIN WHITE WIDE SOLID LANE LINE
SR 515 255+14.48 (6.0' LT)
END WHITE WIDE SOLID LANE LINE
SR 515 253+44.21 (5.5' RT)
END DOUBLE YELLOW CENTERLINE
BEGIN YELLOW PRECAST DUAL FACED SLOPED MOUNTABLE CURB
SR 515 250+04.11 (39.0' LT)
END TAPER (2:1)
SR 515 254+22.55 (28.0' LT)
BEGIN TAPER (40:1) WHITE WIDE DOTTED
LANE LINE
END WHITE WIDE SOLID LANE LINE
SR 515 252+03.35 (39.7' LT)
BEGIN WHITE DOTTED EXTENSION LINE
SR 515 252+12.14 (55.1' LT)
END WHITE DOTTED EXTENSION LINE
SR 515 251+25.92 (33.0' LT)
TRAFFIC LETTER "ONLY"
SR 515 251+55.91 (32.9' LT)
TRAFFIC LETTER "BUS"
SR 515 250+81.80 (17.0' RT)
END TAPER (36:1) WHITE LANE LINE
BEGIN TAPER (39:1) WHITE LANE LINE
SR 515 250+82.09 (6.0' RT)
END TAPER (36:1) WHITE WIDE SOLID LANE LINE
BEGIN TAPER (39:1) WHITE WIDE SOLID LANE LINE
SR 515 249+43.40 (39.0' RT)
END TAPER (4.0:1)
SR 515 250+88.81 (28.0' RT)
END TAPER (36:1) WHITE WIDE DOTTED LANE LINE
BEGIN TAPER (45:1) WHITE WIDE SOLID LANE LINE
SR 515 250+92.62 (33.5' RT)
TYPE 2SR
SR 515 251+35.89 (33.5' RT)
TYPE 2SR
SR 515 251+88.62 (28.0' RT)
END TAPER (45:1) WHITE WIDE LANE LINE
SR 515 251+88.62 (38.4' RT)
END STOP LINE
SR 515 251+98.62 (39.0' RT)
END CROSSWALK
SR 515 252+20.56 (56.9' RT)
BEGIN CROSSWALK
SR 515 251+88.61 (17.0' RT)
END TAPER (39:1) WHITE LANE LINE
SR 515 253+24.21 (28.0' RT)
BEGIN TAPER (54:1) WHITE DOTTED LANE LINE
SR 515 252+93.98 (66.7' RT)
END STOP LINE
BEGIN WHITE DOTTED EXTENSION LINE
SR 515 252+93.38 (56.9' RT)
END CROSSWALK
SR 515 253+14.36 (38.2' RT)
END CROSSWALK
SR 515 252+94.43 (61.9' RT)
END WHITE DOTTED EXTENSION LINE
SR 515 252+97.10 (51.8' RT)
BEGIN WHITE DOTTED EXTENSION LINE
SR 515 253+09.18 (35.7' RT)
END WHITE DOTTED EXTENSION LINE
SR 515 253+19.27 (29.7' RT)
BEGIN WHITE DOTTED EXTENSION LINE SR 515 255+30.29 (37.3' RT)
TRAFFIC LETTERS "ONLY"
SR 515 255+03.52 (33.0' RT)
TRAFFIC LETTERS "BUS"
SE 240TH 12+69.04 (5.6' RT)
BEGIN STOP LINE
SR 515 252+69.72 (72.6' LT)
END WHITE LANE LINE
SR 515 251+88.61 (5.5' LT)
END DOUBLE
YELLOW CENTERLINE
BEGIN STOP LINE
SR 515 250+81.70
END TAPER (36:1) WHITE
LANE LINE (17.00' LT)
BEGIN TAPER (39:1) WHITE
LANE LINE (17.0' LT)
BEGIN TAPER (39:1) WHITE
WIDE DOTTED LANE LINE
(28.0' LT)
END TAPER (24:1) WHITE
WIDE DOTTED LANE LINE
(28:0 LT)
BEGIN TAPER (39:1) YELLOW
PRECAST DUAL FACE SLOPED
MOUNTABLE CURB
SR 515 251+68.61 (5.5' LT)
BEGIN DOUBLE YELLOW CENTERLINE
END TAPER (39:1) YELLOW PRECAST DUAL
FACED SLOPED MOUNTABLE CURB
SR 515 250+04.23 (28.0' LT)
WIDE DOTTED LANE LINE
BEGIN TAPER (24:1) WHITE
WIDE DOTTED LANE LINE
SR 515 252+48.59 (67.5' RT)
BEGIN STOP LINE
PERPENDICULAR
CURB RAMPS TYPE A
RAPIDRIDE I LINE STATION
57430 TIER 1L STATION
WITH 9" CURB AND
DETECTABLE WARNING
SURFACE BEHIND CURB
SIDEWALK
EDGE OF
TRAVELED WAY
SIDEWALK
EDGE OF TRAVELED WAY
PLANTER BUFFER
BAT LANE
BAT LANE
BAT LANE
BAT LANE
BAT LANE
EDGE OF
TRAVELED WAY
EXISTING
RIGHT OF
WAY
SIDEWALKEDGE OF
TRAVELED WAY
RAPIDRIDE I LINE STATION 57130
TIER 1L STATION WITH 9" CURB AND
DETECTABLE WARNING SURFACE BEHIND CURB
PROPOSED RIGHT OF WAY
SIDEWALK EDGE OF
TRAVELED WAY
BAT LANE
PEDESTRIAN HANDRAIL
PERPENDICULAR CURB
RAMPS TYPE A
TRAFFIC CURB AND GUTTER
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB
AND GUTTER
SR 515 MP 1.00
SR 515 STA 252+52.97
89°
9
1
°
5.6'
6.3'
BOLLARDS
(TYP)
BOLLARDS
(TYP)
PROPOSED
RIGHT OF WAY
(TYP)
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
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A
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S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
SR 515 (104TH AVE SE)
(SR 515-LINE)
CHANNELIZATION PLAN
SR 515 250+50 TO SR 515 255+50
CH14
17
K. FERGUSON
J. WILLIS
HDR
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SE
2
4
0
T
H
S
T
20'40'
SCALE IN FEET
0'
(248 LF STORAGE)
(200 LF STORAGE)
NW 20, T22N, R05E, WM
PLANTER
BETWEEN RAMPS
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SR 516 - SR 516 & SE 235TH ST)
CROSS STREET
SE 240TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
35 MPH, 35 MPH
SU-30
R=54'
R=47'
R=41'
R=30'R=34'
R=39'
R=30'
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
CH16
11
.
5
'
10
.
5
'
5.
8
'
11
.
4
'
6.
8
'
6.
5
'
6.
2
'
11
.
0
'
L26 L27
SR 515 256+12.50 (28.0' LT)
END TAPER (40:1) WHITE WIDE DOTTED LANE LINE
SR 515 256+30.89 (5.9' RT)
END TAPER (47:1)YELLOW TWO-WAY
LEFT- TURN CENTERLINE
MATCH EXISTING
SR 515 256+05.79 (17.0' RT)
END TAPER (55:1) WHITE LANE LINE
SR 515 255+72.28 (39.0' LT)
BEGIN TAPER (4:1)
SR 515 256+12.47 (29.0' LT)
END TAPER (4:1)
SR 515 256+22.99 (16.8' LT)
END TAPER (47:1) WHITE LANE LINE
MATCH EXISTING
SR 515 255+66.59 (5.7' RT)
BEGIN TAPER (47:1) YELLOW TWO-WAY LEFT-TURN
SR 515 255+70.13 (39.0' RT)
BEGIN TAPER (4:1)
SR 515 256+14.0 (28.9' RT)
END TAPER (4:1)
SR 515 256+14.03 (28.9' RT)
END TAPER (54:1) WHITE WIDE DOTTED LANE LINE
SR 515 256+23.53 (16.8' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 255+64.48 (5.0' RT)
BEGIN TAPER (4.3:1)
SR 515 256+08.73 (6.1' LT)
END TAPER (4.3:1)
END YELLOW PRECAST DUAL
FACED SLOPED MOUNTABLE CURB
PROPOSED RIGHT OF WAY
SIDEWALK
EDGE OF TRAVELED WAY
BAT LANE
BAT LANE
SIDEWALK
EDGE OF TRAVELED WAY
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
34.4'
PROPOSED RIGHT OF WAY
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
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;
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;
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;
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c
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.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 255+50 TO SR 515 260+00
CH17
19
JACOBS
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SR 515 (104TH AVE SE)
(SR 515-LINE)
20'40'
SCALE IN FEET
0'
NW 17, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
SE
2
3
9
T
H
S
T
11
.
1
'
10
.
8
'
5.
4
'
10
.
8
'
11
.
6
'
16.8'
S8
9
°
2
2
'
1
8
.
6
1
"
E
7.
0
'
12
.
0
'
90°90°
90°90°
89°91°
5.
8
'
5.
0
'
SR 515 MP 1.27
SE 235TH 10+00.00
SE 236TH 12+00.00
SE 236TH PL 10+00.00
17.6'
EXISTING CURB AND GUTTER
EXISTING RIGHT OF WAY
PERPENDICULAR CURB RAMP TYPE A
PERPENDICULAR
CURB RAMPS
TYPE A
RAPIDRIDE I LINE
STATION 57420
PROPOSED RIGHT OF WAY/
WOOD FENCE
SIDEWALK
SIDEWALK
EDGE OF
TRAVELED WAY
EDGE OF TRAVELED WAY
PARALLEL CURB
RAMP TYPE A
TRAFFIC CURB AND
GUTTER
TRAFFIC CURB AND GUTTER
CHD2
2
TRAFFIC CURB AND GUTTER
SR 515 266+60.62 (17.0' RT)
BEGIN WHITE RPM LANE LINE
MATCH EXISTING
SR 515 267+19.00 (5.8' LT)
BEGIN WHITE WIDE SOLID LANE
LINE BEGIN LEFT-TURN LINE
SR 515 267+20.66 (54.6' RT)
END STOP LINE
SR 515 268+04.90 (17.2' RT)
BEGIN WHITE RPM LANE LINE
SR 515 267+98.89
BEGIN CROSSWALK (27.5' RT)
END CROSSWALK (16.3' LT)
SR 515 268+07.61
BEGIN CROSSWALK (27.18' LT)
END CROSSWALK (7.18' LT)
SR 515 267+84.54 (5.8' LT)
BEGIN YELLOW EDGE LINE
SR 515 267+19.01 (5.9' RT)
BEGIN DOUBLE YELLOW
CENTERLINE
BEGIN LEFT TURN STORAGE
SR 515 267+38.39 (5.9' RT)
END DOUBLE YELLOW CENTERLINE SR 515 266+86.58 (44.8' RT)
BEGIN CROSSWALK
SR 515 267+22.36 (44.6' RT)
END CROSSWALK
SR 515 267+35.04 (0.1' RT)
TYPE 2SL
SR 515 267+39.00 (5.8' LT)
END WHITE WIDE SOLID LANE LINE
SR 515 267+52.65
BEGIN 24" STOP
LINE (28.7' RT)
END 24" STOP
LINE (6.2' RT)
SR 515 267+04.82 (54.7' RT)
BEGIN 24" STOP LINE
SR 515 267+38.38 (4.9' RT)
BEGIN YELLOW PRECAST DUAL
FACED SLOPED MOUNTABLE CURB
SR 515 268+01.60 (5.8' LT)
END YELLOW EDGE LINE
SR 515 268+13.60
BEGIN YELLOW
EDGE LINE (5.7' LT)
BEGIN TAPER (66:1) WHITE
RPM LANE LINE (16.5')
SR 515 267+92.90
END YELLOW EDGE LINE (6.36' RT)
END WHITE RPM LANE LINE (17.16' RT)
SR 515 268+04.90 (6.4' RT)
BEGIN YELLOW EDGE LINE
SR 515 266+60.64 (16.6' LT)
BEGIN WHITE RPM LANE LINE
MATCH EXISTING
SR 515 268+01.60 (16.6' LT)
END WHITE RPM LANE LINE
L27
SR 515 267+76.44 (5.9' RT)
END YELLOW PRECAST DUAL
FACED SLOPED MOUNTABLE CURB
SR 515 MP 1.27
SR 515 STA 267+04.18
S8
8
°
3
0
'
2
3
.
9
3
"
E
S8
8
°
3
6
'
5
2
.
7
0
"
E
SR 515 MP 1.23
SR 515 STA 264+50.48
SR 515 MP 1.25
SR 515 STA 265+73.22
14.9'10.9'5.1'
11
.
3
'
10
.
8
'
6.
0
'
5.
6
'
11
.
1
'
10
.
9
'
14.8'
10.2'
1.
0
'
1.
0
'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
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0
0
3
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2
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0
5
9
7
5
3
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4
3
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1
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;
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.
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IM
A
G
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S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 263+50 TO SR 515 268+25
CH18
20
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
SR 515 (104TH AVE SE)
(SR 515-LINE)
SE
2
3
6
T
H
P
L
SE
2
3
6
T
H
S
T
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SE
2
3
5
T
H
S
T
20'40'
SCALE IN FEET
0'
NW 17, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SR 516 - SR 516 & SE 235TH ST)
CROSS STREET
SE 236TH PL
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
SE 236TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
SE 235TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
R=30'
21
SR 515 AND SE 235TH ST CLOSED.
SR 515 AND SE 235TH ST CLOSED.
1
R=30'
20'
STORAGE
LENGTH
DESIGN ANALYSIS #1 - LEFT-TURN STORAGE LENGTH
AND LEFT-TURN DECELERATION LANE LENGTH
DESIGN VARIANCE:
1
2
PEDESTRIAN CROSSING:
CHD2
2
11
.
6
'
5.
0
'
12
.
0
'
7.
0
'
5.
0
'
4.
2
'
11
.
0
'
10
.
8
'
11
.
1
'
L27 L28
5.
8
'
5.
8
'
11
.
0
'
11
.
3
'
10
.
5
'
RAPIDRIDE I
LINE STATION
57140
EXISTING CURB AND GUTTER
EXISTING
RIGHT OF WAY
EXISTING CURB AND GUTTER
SIDEWALK
PLANTER
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
EDGE OF
TRAVELED WAY
EDGE OF TRAVELED WAY
11
.
2
'
1.
0
'
1.
0
'
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
SR 515 269+14.82 (16.3' LT)
END TAPER (66:1) WHITE RPM LANE LINE
MATCH EXISTINGSR 515 268+57.10 (5.7' LT)
END 24" STOP LINE
SR 515 269+14.79 (17.2' RT)
END WHITE RPM LANE LINE
MATCH EXISTING
SR 515 269+14.81 (6.2' RT)
END TAPER (117:1) YELLOW
TWO-WAY LEFT-TURN
MATCH EXISTING
SR 515 268+37.93
END YELLOW EDGE LINE (6.5' RT)
BEGIN TAPER (117:1) YELLOW TWO-WAY LEFT-TURN (6.2' RT)
SR 515 268+57.11 (27.6' LT)
BEGIN 24" STOP LINE
SR 515 268+46.08
BEGIN TAPER (157:1) YELLOW
TWO-WAY LEFT-TURN (5.4' LT)SR 515 268+80.78 (0.4' RT)
TYPE 2SL
SR 515 269+14.82 (5.4' LT)
END TAPER (157:1) YELLOW
TWO-WAY LEFT-TURN CENTLERINE
MATCH EXISTING
SR 515 268+61.31 (0.4' RT)
TYPE 2SL
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
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\
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n
0
0
3
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7
5
3
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4
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6
4
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2
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1
2
,
2
0
2
6
-
1
0
:
1
2
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4
4
p
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:
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;
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;
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N
.
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.
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;
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g
;
X
-
P
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g
;
1
8
2
2
9
-
S
V
-
R
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W
.
d
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;
1
8
2
2
9
-
S
V
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S
_
K
e
n
t
.
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-
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N
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.
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g
;
X
-
W
S
D
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-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
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E
T
C
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S
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N
.
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;
X
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Y
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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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Y
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-
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.
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;
X
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N
D
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.
d
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s
.
d
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g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 268+25 TO SR 515 272+50
CH19
21
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
20'40'
SCALE IN FEET
0'
SR 515 (104TH AVE SE)
(SR 515-LINE)
NW 17, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
11
.
5
'
11
.
0
'
11
.
0
'
11
.
1
'
6.
0
'
10
.
9
'
11
.
0
'
11
.
0
'
10
.
9
'
6.
2
'
11
.
0
'
16.4'17.4'
90°90°
S8
8
°
2
9
'
4
8
.
8
6
"
E
6.
7
'
6.
0
'
7.
5
'
7.
2
'
CHD3
3
6.
2
'
6.
2
'
11
.
3
'
5.
0
'
7.
0
'
10
.
0
'
SE 228TH 12+00.00
10
.
7
'
L29
PERPENDICULAR CURB RAMP
TYPE A
PERPENDICULAR CURB RAMP
TYPE A
EXISTING CURB
AND GUTTER
EXISTING RIGHT OF WAY
RAPIDRIDE I LINE
STATION 57400 SIDEWALK
PLANTER
EDGE OF
TRAVELED WAY
EDGE OF TRAVELED WAY
SIDEWALK
RAPIDRIDE I LINE
STATION 57160
10
.
8
'
11
.
4
'
1.
0
'
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB AND
GUTTER
SR 515 292+58.70
BEGIN 24" STOP LINE (7.1' RT)
END 24" STOP LINE (28.4' RT)
SR 515 293+54.77
BEGIN 24" STOP LINE (28.0' LT)
END 24" STOP LINE (6.8' LT)
SR 515 291+92.57 (17.1' LT)
BEGIN WHITE RPM LANE LINE
MATCH EXISTING
SR 515 292+58.70 (6.0' LT)
END TAPER (20:1) YELLOW
TWO-WAY LEFT-TURN LINE
BEGIN YELLOW EDGE LINE
SR 515 293+00.72 (5.9' RT)
END YELLOW EDGE LINE
SR 515 293+00.69 (6.0' LT)
END YELLOW EDGE LINE
SR 515 293+12.74 (6.0' LT)
BEGIN YELLOW EDGE LINE
SR 515 293+12.74 (5.9' RT)
BEGIN YELLOW EDGE LINE
SR 515 293+54.77 (5.9' RT)
END YELLOW EDGE LINE
BEGIN YELLOW TWO-WAY
LEFT-TURN LINE
SR 515 293+54.77 (6.0' LT)
END YELLOW EDGE LINE /
BEGIN TAPER (500:1) YELLOW
TWO-WAY LEFT-TURN LINE
SR 515 293+06.74
BEGIN CROSSWALK (26.4' RT)
END CROSSWALK (7.1' RT)
SR 515 293+06.74
BEGIN CROSSWALK (26.4' LT)
END CROSSWALK (8.2' LT)
SR 515 292+35.47 (6.2' RT)
BEGIN TAPER (10:1) YELLOW
TWO-WAY LEFT-TURN LINE
MATCH EXISTING
SR 515 292+35.47 (6.3' LT)
BEGIN TAPER (20:1) YELLOW
TWO-WAY LEFT TURN LINE
MATCH EXISTING
SR 515 292+16.29 (17.0' RT)
BEGIN WHITE RPM LANE LINE
MATCH EXISTING
SR 515 292+58.70 (5.9' RT)
END TAPER (10:1) YELLOW
TWO-WAY LEFT-TURN LINE
BEGIN YELLOW EDGE LINE
SR 515 293+00.74 (17.0' LT)
END WHITE LANE LINE
SR 515 293+12.74 (16.9' RT)
BEGIN WHITE LANE LINE
SR 515 293+64.77 (5.9' RT)
END YELLOW TWO-WAY
LEFT-TURN LINE
MATCH EXISTING
SR 515 293+64.77 (6.0' LT)
END TAPER (500:1) YELLOW
TWO-WAY LEFT-TURN LINE
MATCH EXISTING
SR 515 293+12.74 (17.0' LT)
BEGIN WHITE LANE LINE
SR 515 293+64.77 (17.0' LT)
END WHITE RPM LANE LINE
MATCH EXISTING
SR 515 293+00.74 (16.9' RT)
END WHITE LANE LINE
SR 515 MP 1.72
SR 515 STA 290+77.40
16.2'16.4'
1.
0
'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
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\
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n
0
0
3
\
c
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2
m
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l
l
_
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v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
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.
1
0
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|
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:
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8
PL
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D
:
M
a
r
1
2
,
2
0
2
6
-
1
0
:
1
6
:
1
1
p
m
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A
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9
7
5
3
XR
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F
S
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;
X
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;
K
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A
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N
.
d
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g
;
X
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;
X
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;
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;
1
8
2
2
9
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;
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2
2
9
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N
.
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g
;
X
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W
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A
L
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G
N
.
d
w
g
;
X
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S
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C
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T
S
_
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A
N
.
d
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;
X
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;
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;
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;
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;
X
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E
N
D
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T
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d
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g
;
C
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a
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a
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c
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t
s
.
d
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g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 288+50 TO SR 515 294+00
CH20
22
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
SR 515 (104TH AVE SE)
(SR 515-LINE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
20'40'
SCALE IN FEET
0'
NW 17, T22N, R05E, WM
SE
2
2
8
T
H
S
T
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN ANALYSIS #3 - TWO-WAY LEFT-TURN LANE LENGTH
SE
2
2
8
T
H
S
T
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
DESIGN DATA (SR 515 (104TH AVE SE) - SR 515 & SE 235TH ST - SR
515 & SE 228TH ST)
SR 515 (104TH AVE SE)
FUNCTIONAL CLASS URBAN MINOR ARTERIAL
NHS STATUS NON-NHS
MANAGED ACCESS CLASS 4
DESIGN VEHICLE SU-30
POSTED/DESIGN SPEED 40 MPH / 40 MPH
TERRAIN ROLLING
AADT 29,000 (2024)
TRUCK PERCENTAGE 3.6%
DESIGN DATA (SR 515 & 235TH - SR 515 & SE 228TH ST)
CROSS STREET
SE 228TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
9
0
°
90°
11
.
5
'
6.
5
'
6.
0
'
11
.
0
'
6.9
'
5.
9
'
10
.
7
'
11
.
7
'
5.5
'
6.0
'
11
.
1
'
6.7
'
SE 226TH 10+00.00
11
.
1
'
C20
EXISTING CURB AND GUTTER
EXISTING CURB AND GUTTER
EXISTING RIGHT OF WAY
SIDEWALK
EDGE OF TRAVELED WAY
11
.
1
'
1.
0
'
6.
4
'
12
.
0
'
PLANTER
SR 515 294+38.34 (0.1' LT)
TYPE 2SL
SR 515 294+57.82 (0.1' LT)
TYPE 2SL
SR 515 294+46.83 (16.9' RT)
END WHITE RPM LANE LINE
MATCH EXISTING
L29
SR 515 MP 1.81
SR 515 STA 295+89.22
S8
8
°
2
9
'
4
8
.
8
6
"
E
16.6'16.5'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
1
0
.
d
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|
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a
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t
:
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1
8
A
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
1
0
:
2
0
:
1
4
p
m
B
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A
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0
5
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7
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XR
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F
S
:
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A
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:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 294+00 TO 299+00 CH21
23
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
SR 515 (104TH AVE SE)
(SR 515-LINE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
20'40'
SCALE IN FEET
0'
NW 17, T22N, R05E, WM
SE
2
2
6
T
H
S
T
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN ANALYSIS #3 - TWO-WAY LEFT-TURN LANE LENGTH
DESIGN DATA (SR 515 & SE 235TH - SR 515 & SE 226TH ST)
CROSS STREET
SE 226TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
SE
2
2
6
T
H
S
T
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
11
.
4
'
11
.
0
'
11
.
3
'
11
.
0
'
CHD4
4
87°9
3
°
10
.
0
'
5.
0
'
7.
0
'
10
.
7
'
12
.
0
'
6.
5
'
5.
8
'
11
.
3
'
10
.
8
'
4.
9
'
4.
6
'
5.
2
'
11
.
1
'
11
.
2
'
5.
7
'
6.
3
'
10
.
9
'
11
.
2
'
14
.
0
'
SE 224TH 10+00.00
16.2'19.7'
2.
4
'
L30
PERPENDICULAR CURB RAMP
TYPE A
RAPIDRIDE I LINE
STATION 57180
EXISTING RIGHT OF WAY
RAPIDRIDE I LINE
STATION 57390
PLANTER
SIDEWALK
SIDEWALK
EDGE OF
TRAVELED WAY
EXISTING SIDEWALK
EXISTING CURB AND
GUTTER
PROPERTY DRIVEWAY
CONNECTION
SIDEWALK
BOLLARD (TYP)
EXISTING CURB AND
GUTTER
BOLLARD (TYP)
EDGE OF
TRAVELED WAY
PERPENDICULAR CURB RAMP TYPE A
1.
0
'
2.
0
'
SR 515 307+76.00 (6.9' RT)
BEGIN 24" STOP LINE
SR 515 307+75.98 (28.0' RT)
END 24" STOP LINE
SR 515 308+68.01 (28.0' LT)
BEGIN 24" STOP LINE
SR 515 308+67.95 (6.1' LT)
END 24" STOP LINE
SR 515 307+77.25
END TAPER (96:1) YELLOW TWO-WAY LEFT-
TURN LINE (5.6' RT)
BEGIN YELLOW EDGE LINE (5.1' RT)
SR 515 308+16.01 (6.1' LT)
END YELLOW EDGE LINE
SR 515 308+16.00 (6.2' RT)
END YELLOW EDGE LINE
SR 515 308+28.03 (6.1' LT)
BEGIN YELLOW EDGE LINE
SR 515 308+66.75
BEGIN YELLOW TWO-WAY
LEFT-TURN LINE (6.0' RT)
END YELLOW EDGE LINE (6.5' RT)
SR 515 308+76.76 (5.6' LT)
END YELLOW TWO-WAY
LEFT-TURN LINE
MATCH EXISTING
SR 515 308+28.01
BEGIN YELLOW EDGE LINE (6.2' RT)
BEGIN WHITE LANE LINE (17.2' RT)
SR 515 308+22.01 (26.5' LT)
BEGIN CROSSWALK
SR 515 308+22.01 (8.1' LT)
END CROSSWALK
SR 515 308+22.01 (26.5' RT)
END CROSSWALK
SR 515 308+22.00 (8.2' RT)
BEGIN CROSSWALK
SR 515 308+56.89 (6.2' RT)
BEGIN TAPER (31:1) YELLOW EDGE LINE
SR 515 308+66.75
BEGIN YELLOW TWO-WAY LEFT-TURN LINE (5.5' LT)
END YELLOW EDGE LINE (6.0' LT)
SR 515 307+53.81 (17.1' RT)
BEGIN WHITE RPM LANE LINE
MATCH EXISTING
SR 515 308+16.00 (17.1' RT)
END WHITE LANE LINE
SR 515 307+53.90 (5.8' RT)
BEGIN TAPER (96:1) YELLOW
TWO-WAY LEFT-TURN LINE
MATCH EXISTING
SR 515 307+28.68 (17.1' LT)
BEGIN WHITE RPM LANE LINE
MATCH EXISTING
SR 515 308+16.01 (17.1' LT)
END WHITE LANE LINE
SR 515 308+76.77 (6.4' RT)
END TAPER (31:1)YELLOW
TWO-WAY LEFT-TURN LINE
MATCH EXISTING
SR 515 308+28.01 (17.0' LT)
BEGIN WHITE LANE LINE
SR 515 308+76.75 (17.0' LT)
END WHITE RPM LANE LINE
MATCH EXISTINGSR 515 307+77.25
END TAPER (101:1) YELLOW
TWO-WAY LEFT-TURN LINE (5.6' LT)
BEGIN YELLOW EDGE LINE (6.1' LT)
TRAFFIC CURB
AND GUTTER
TRAFFIC
CURB AND
GUTTER
SR 515 307+53.87 (5.8' LT)
BEGIN (101:1) YELLOW TWO-WAY
LEFT-TURN LINE
MATCH EXISTING
SR 515 309+11.69 (0.2' RT)
TYPE 2SL
SR 515 309+31.19 (0.3' RT)
TYPE 2SL
SR 515 307+16.48 (0.0' T)
TYPE 2SL
SR 515 307+35.98 (0.0' T)
TYPE 2SL
SR 515 MP 2.02
SR 515 STA 306+75.39
C
1
N8
8
°
3
3
'
4
4
.
8
6
"
W
N3
6
°
3
3
'
5
6
.
7
7
"
W
1.
0
'
EXISTING
ROCKERY WALL
EXISTING WALL/
CHAIN LINK FENCE
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
104th / 224TH
SE 224TH (WEST OF SR 515) CENTERLINE DATA
CURVE #
C1
PI STATION
11+29.49
∆
54° 30' 57.19"
RADIUS
88.82'
TANGENT
45.76
LENGTH
84.52'
S
EX
C:
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s
.
d
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IM
A
G
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S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 305+00 TO SR 515 309+50
CH22
24
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
SE
2
2
4
T
H
S
T
SR 515 (BENSON RD SE)
(SR 515-LINE)
NW 8 & 17, T22N, R05E, WM
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
20'40'
SCALE IN FEET
0'
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SE 235TH ST - SR 515 & SE 226TH ST)
CROSS STREET
SE 224TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25MPH
SU-30
DESIGN ANALYSIS #3 - TWO-WAY LEFT-TURN LANE LENGTH
DESIGN DATA (SR 515 (BENSON RD SE) - SR 515 & SE
226TH ST - SR 515 & SE 192ND RD)
SR 515 (BENSON RD SE)
FUNCTIONAL CLASS URBAN MINOR ARTERIAL
NHS STATUS NON NHS
MANAGED ACCESS CLASS 4
DESIGN VEHICLE SU-30
POSTED/DESIGN SPEED 40 MPH / 40MPH
TERRAIN ROLLING
AADT 29,000 (2024)
TRUCK PERCENTAGE 3.6%
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
9
3
°87°
S36° 36' 17.51"E
1
1
.
5
'
1
2
.
1
'
5
.
3
'
1
1
.
7
'
1
1
.
0
'
6
.
7
'
6
.
3
'
7.
1
'
11
.
1
'
11
.
2
'
5.
6
'
6.
3
'
10
.
9
'
14
.
0
'
EXISTING CURB AND GUTTER
SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
SIDEWALK
EXISTING
SIDEWALK
EXISTING CURB AND GUTTEREXISTING CURB
AND GUTTER
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
SR 515 MP 2.09
SR 515 310+18.64
SE 224TH (EAST OF SR 515)
10+00.00
C21
L31
1.
0
'
11
.
3
'
6
.
8
'
SR 515 310+49.56 (16.9' RT)
END WHITE RPM LANE LINE
MATCH EXISTING
SR 515 310+47.81 (53.0' RT)
END 24" STOP LINE
SR 515 310+21.91 (52.0' RT)
BEGIN 24" STOP LINE
S3
7
°
1
5
'
2
6
.
0
7
"
E
C
1
EXISTING CURB RAMP
EXISTING CURB RAMP
16.4'
16.9'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
SR 515 CENTERLINE DATA
LINE #
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
START STATION
310+23.76
319+35.56
322+60.62
335+34.35
336+84.36
349+99.33
363+14.49
376+36.76
386+12.43
389+59.21
END STATION
310+25.23
322+60.62
335+34.35
336+84.36
341+63.14
363+14.49
376+36.76
386+12.43
389+59.21
402+69.67
LENGTH
1.46'
325.07'
1273.73'
150.01'
478.78'
1315.16'
1322.27'
975.67'
346.78'
1310.47'
DIRECTION
N56° 09' 04.06"E
N01° 12' 59.71"E
N01° 12' 01.23"E
N01° 13' 02.43"E
N01° 11' 48.23"E
N01° 12' 02.86"E
N00° 55' 00.97"E
N00° 55' 05.37"E
N00° 55' 03.97"E
N00° 55' 02.67"E
SR 515 CENTERLINE DATA
CURVE #
C21
PI STATION
315+18.73
∆
54° 53' 40.62"
RADIUS
950.15'
TANGENT
493.51
LENGTH
910.33'
S
EX
SE 224TH (EAST OF SR 515) CENTERLINE DATA
CURVE #
C1
PI STATION
11+41.09
∆
50° 04' 34.23"
RADIUS
101.05'
TANGENT
47.20
LENGTH
88.32'
S
EX
C:
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_
W
S
D
O
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 309+50 TO SR 515 313+70
CH23
25
A. BENCINI
G. FLORES
JACOBS
NW 8, T22N, R05E, WM
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 4.12 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SR 515 (BENSO
N
R
D
S
E
)
(SR 515-LINE)
1
0
8
T
H
A
V
E
S
E
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SE 226TH - SR 515 & SE 192ND ST)
CROSS STREET
SE 224TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25MPH
SU-30
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
DESIGN ANALYSIS #3 - TWO-WAY LEFT-TURN LANE LENGTH
K. CHANG YUEN
12.6'13.1'
6.
8
'
11
.
3
'
11
.
2
'
5.
6
'
6.
0
'
11
.
5
'
11
.
7
'
7.
7
'
11
.
5
'
11
.
6
'
5.
7
'
6.
3
'
11
.
0
'
10
.
8
'
11
.
0
'
7.
9
'
7.
2
'
11
.
5
'
5.
6
'
6.
3
'
10
.
8
'
7.
9
'
12
.
4
'
7.
2
'
5.
0
'
PERPENDICULAR
CURB RAMP TYPE A
SIDEWALK
EDGE OF
TRAVELED WAY
EDGE OF
TRAVELED WAY
PLANTER
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
EXISTING
SIDEWALK
EXISTING CURB AND GUTTER
R=35'
11
.
2
'
L32 L33
11
.
7
'
1.
0
'
1.
0
'
11
.
2
'
12
.
0
'
EXISTING
SIDEWALK
11
.
1
'
11
.
0
'
EXISTING
SIDEWALK
EXISTING CURB AND GUTTER
R=33'
R=33.5'
R=7.5'
EXISTING CURB AND GUTTER
7.5
'
7.0
'
6.
5
'
PARALLEL CURB
RAMP TYPE B
PARALLEL CURB RAMP TYPE B
PARALLEL CURB RAMP TYPE A
EXISTING CURB AND GUTTER
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB AND
GUTTER
SR 515 322+61.78 (50.9' RT)
BEGIN STOP LINE
SR 515 322+75.89 (51.4' RT)
END STOP LINE
SR 515 324+71.96 (16.7' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 322+10.07 (16.9' RT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 322+12.44 (17.0' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 323+18.95 (17.1' LT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 322+12.47 (29.0' LT)
BEGIN WHITE WIDE SOLID LANE LINE
MATCH EXISTING
SR 515 322+41.04 (38.7' LT)
END WHITE WIDE SOLID LANE LINE
90°
9
0
°
S8
8
°
1
8
'
0
4
.
6
3
"
E
S8
8
°
1
8
'
0
4
.
6
3
"
E
SR 515 MP 2.35
SR 515 322+60.62
SE 220TH 11+00.00
R=52.1'
EXISTING SIDEWALK
EXISTING SIDEWALK
11
.
0
'
10.8'13.7'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
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2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
2
0
.
d
w
g
|
L
a
y
o
u
t
:
C
H
2
1
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
8
:
3
1
:
2
9
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
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P
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d
w
g
;
X
-
R
O
W
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P
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P
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d
w
g
;
K
C
M
T
D
-
B
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R
D
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R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 319+50 TO SR 515 325+50
CH24
26
A. BENCINI
G. FLORES
JACOBS
NW 8, T22N, R05E, WM
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 4.12 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
20'40'
SCALE IN FEET
0'
SR 515 (108TH AVE SE)
(SR 515-LINE)
SE
2
2
0
T
H
P
L
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SE 226TH - SR 515 & SE 192ND ST)
CROSS STREET
SE 220TH PL
POSTED/DESIGN SPEED
DESIGN VEHICLE
30 MPH, 30 MPH
SU-30
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
K. CHANG YUEN
SR 515 MP 2.59
SR 515 STA 335+34.35
9
0
°
90°
11
.
1
'
10
.
4
'
5.
6
'
12
.
6
'
11
.
6
'
5.
3
'
10
.
4
'
11
.
1
'
5.
0
'
10
.
0
'
12
.
0
'
SE 216TH-217TH 12+16.74
7.0'
5.
0
'
7.
0
'
7.
0
'
7.
5
'
12.3'13.0'5.0'
5.1'
14.2'6.9'
8.
6
'
12
.
5
'
10
.
8
'
6.
2
'
5.
7
'
10
.
9
'
12
.
7
'
7.
5
'
RAPIDRIDE I LINE STATION 57370
PERPENDICULAR CURB RAMPS TYPE A
PERPENDICULAR
CURB RAMPS
TYPE A
EXISTING CURB AND GUTTER
EXISTING RIGHT OF WAY
RAPIDRIDE I LINE STATION 57190
EXISTING MOUNTABLE CURB
EXISTING CURB AND GUTTER
EXISTING CURB AND GUTTER
6.
5
'
5.
5
'
5.8'
5.9'
SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF
TRAVELED
WAY
SIDEWALK
PLANTER
EXISTING SIDEWALK
EXISTING SIDEWALK
SIDEWALK
PARALLEL CURB
RAMPS TYPE A
PARALLEL CURB RAMPS TYPE A
11
.
6
'
L33 L34
1.
0
'
1.
0
'
7.
9
'
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
1.
0
'
1.5'
1.5'
R=50'
R=50'
R=46'
R=50'
11.6'
11
.
0
'
L34
TRAFFIC
CURB AND
GUTTER
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
SR 515 334+86.07 (23.0' RT)
END CROSSWALK
SR 515 334+86.07 (22.5' LT)
BEGIN CROSSWALK
SR 515 335+15.49 (58.8' LT)
BEGIN STOP LINE
SR 515 335+40.17 (59.3' LT)
END STOP LINE
SR 515 335+29.22 (50.4' RT)
BEGIN STOP LINE
SR 515 335+54.41 (50.4' RT)
END STOP LINE
SR 515 335+16.31 (49.1' LT)
BEGIN CROSSWALK
SR 515 335+58.79 (38.6' RT)
END CROSSWALK
SR 515 335+82.83 (28.4' LT)
BEGIN CROSSWALK
SR 515 335+81.40 (27.1' RT)
END CROSSWALK
SR 515 335+05.38 (36.9' RT)
BEGIN CROSSWALK
SR 515 335+58.61 (49.9' LT)
END CROSSWALK
SR 515 333+18.61 (16.9' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 335+88.73 (16.9' RT)
BEGIN WHITE LANE LINE
SR 515 336+10.97 (17.0' LT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 335+92.01 (31.0' LT)
BEGIN STOP LINE
SR 515 335+91.62 (17.0' LT)
END STOP LINE
SR 515 334+73.70 (27.8' RT)
END STOP LINE
SR 515 334+73.85 (16.6' RT)
BEGIN STOP LINE
MATCH EXISTING
END WHITE LANE LINE
SR 515 334+74.39 (16.7' LT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 334+61.98 (16.6' RT)
BEGIN WHITE LANE LINE
SR 515 335+92.63 (17.0' LT)
BEGIN WHITE LANE LINE
S8
8
°
4
1
'
2
1
.
6
4
"
E
C1
5.7'
6.1'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
SE 216TH-217TH CENTERLINE DATA
CURVE #
C1
PI STATION
10+44.46
∆
33° 01' 20.07"
RADIUS
150.00'
TANGENT
44.46
LENGTH
86.45'
S
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
4
0
.
d
w
g
|
L
a
y
o
u
t
:
C
H
2
2
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
7
:
0
8
:
3
0
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 330+00 TO SR 515 336+00
CH25
27
A. BENCINI
G. FLORES
JACOBS
SE
2
1
7
T
H
S
T
NW 8, T22N, R5E, WM
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SR 515 (108TH AVE SE)
(SR 515-LINE)
SE
2
1
6
T
H
S
T
R=35'
R=35'
R=53'
R=35'
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SE 226TH - SR 515 & SE 192ND ST)
CROSS STREET
SE 217TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
30 MPH, 30 MPH
SU-30
EX
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
K. CHANG YUEN
11
.
6
'
5.
3
'
10
.
4
'
11
.
1
'
5.
0
'
7.
0
'
7.
9
'
10
.
9
'
6.
1
'
11
.
0
'
12
.
6
'
7.
7
'
RAPIDRIDE I LINE STATION 57190
EXISTING RIGHT OF WAY
EXISTING CURB AND GUTTER
EXISTING CURB AND GUTTER
6.
5
'
5.
6
'
SIDEWALK
PLANTER EDGE OF TRAVELED WAY
EXISTING
SIDEWALK
PARALLEL CURB
RAMPS TYPE A
11
.
6
'
L34 L35
1.
0
'
7.
9
'
11
.
2
'
EDGE OF TRAVELED WAY
11
.
1
'
11
.
2
'
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
SR 515 335+40.17 (59.3' LT)
END STOP LINE
SR 515 335+58.61 (49.9' LT)
END CROSSWALK
SR 515 337+65.63 (16.8' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 336+10.97 (17.0' LT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 335+92.01 (31.0' LT)
BEGIN STOP LINE
SR 515 335+91.62 (17.0' LT)
END STOP LINE
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
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k
d
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\
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3
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2
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h
i
l
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_
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0
5
9
7
5
3
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1
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4
3
9
6
4
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2
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.
4
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PL
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:
M
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1
2
,
2
0
2
6
-
0
7
:
1
8
:
3
4
p
m
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9
7
5
3
XR
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-
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;
X
-
R
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d
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K
C
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.
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;
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1
8
2
2
9
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V
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.
d
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;
X
-
S
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-
C
H
A
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N
_
K
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N
T
.
d
w
g
;
X
-
W
S
D
O
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-
A
L
I
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N
.
d
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;
X
-
S
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T
C
U
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S
_
C
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A
N
.
d
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;
X
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r
a
l
l
.
d
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;
1
8
2
2
9
-
S
V
-
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S
_
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e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
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N
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.
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;
X
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D
W
Y
_
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;
X
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;
X
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.
d
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;
X
-
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D
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W
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.
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;
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-
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O
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_
K
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T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
SR 515 336+00 TO SR 515 350+00
CH26
28
A. BENCINI
G. FLORES
JACOBS
NW 8, T22N, R05E, WM
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SR 515 (108TH AVE SE)
(SR 515-LINE)
20'40'
SCALE IN FEET
0'
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
K. CHANG YUEN
10
.
7
'
11
.
0
'
10
.
6
'
12
.
3
'
10
.
5
'
11
.
0
'
11
.
0
'
11
.
1
'
5.
4
'
7.
9
'
0.
9
'
10
.
0
'
11
.
6
'
RAPIDRIDE I LINE STATION 57350
TIER 1L STATION WITH 9" CURB AND
DETECTABLE WARNING SURFACE BEHIND CURB
EXISTING RIGHT
OF WAY
EDGE OF
TRAVELED WAY
EXISTING MOUNTABLE CURB
EXISTING CURB
AND GUTTER
PROPOSED RIGHT OF WAY
EXISTING CURB
AND GUTTER
SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
SIDEWALK
BAT LANE
BAT LANE
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
EXISTING SIDEWALK
RETAINING WALL/PEDESTRIAN
HANDRAIL
WHEEL STOP (TYP)
11
.
9
'
10
.
8
'
8.
2
'
7.
8
'
10
.
9
'
L36
11
.
2
'
1.
0
'
1.
0
'
10
.
0
'
11
.
2
'
EDGE OF
TRAVELED WAY
TRAFFIC CURB AND GUTTER
TRAFFIC CURB
AND GUTTER
SR 515 358+98.15 (33.7' LT)
BEGIN TAPER (94.4:1)
WHITE WIDE DOTTED LANE LINE
SR 515 357+99.31 (32.2' RT)
BEGIN TAPER (52.5:1)
BEGIN WHITE WIDE DOTTED LANE LINE
SR 515 357+99.37 (33.7' RT)
BEGIN TAPER (2.2:1)
SR 515 358+25.87 (45.9' RT)
END TAPER (2.2:1)
SR 515 358+76.15 (33.7' RT)
END WHITE WIDE
DOTTED LANE LINE
BEGIN WHITE WIDE
SOLID LANE LINE
SR 515 360+61.39 (35.4' LT)
END TAPER (94.4:1)
WHITE WIDE DOTTED LANE LINE
SR 515 357+59.16 (20.4' RT)
BEGIN TAPER (59:1)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 359+09.67 (23.1' RT)
END TAPER (59:1)
WHITE LANE LINE
SR 515 360+72.77 (22.8' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 358+96.61 (35.6' LT)
BEGIN TAPER (5.4:1)SR 515 359+58.34 (47.1' LT)
END TAPER (5.4:1)
SR 515 358+79.66 (33.8' RT)
END TAPER (52:1)
SR 515 357+99.63 (32.7' RT)
BEGIN TAPER (4.8:1)
BEGIN WHITE WIDE DOTTED LANE LINE
SR 515 358+53.28 (44.9' RT)
END TAPER (4.8:1)
END WHITE WIDE DOTTED LANE LINE
SR 515 359+87.70 (40.3' RT)
TYPE 2SR
SR 515 358+93.98 (39.1' RT)
TYPE 2SR
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
2
0
.
d
w
g
|
L
a
y
o
u
t
:
C
H
2
4
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
8
:
4
5
:
5
0
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
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P
O
.
d
w
g
;
X
-
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_
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P
.
d
w
g
;
K
C
M
T
D
-
B
O
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D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 356+00 TO SR 515 361+00
CH27
29
A. BENCINI
G. FLORES
JACOBS
SR 515 (108TH AVE SE)
(SR 515-LINE)
NW 8, T22N, R05E, WM
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 4.12 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
K. CHANG YUEN
N1° 12' 02.86"E
10
.
0
'
11
.
2
'
10
.
8
'
11
.
9
'
10
.
8
'
11
.
1
'
11
.
0
'
11
.
0
'
10
.
6
'
11
.
7
'
0.
6
'
10
.
7
'
11
.
1
'
10
.
9
'
9.8'
90
°
9
0
°
N0° 55' 00.97"E
11.1'15.8'
12
.
8
'
12
.
0
'
5.
0
'
7.
0
'
10
.
0
'
11
.
0
'
10
.
2
'
9.
9
'
11
.
3
'
8.
0
'
8.
0
'
10
.
0
'
10
.
1
'
10
.
0
'
10
.
5
'
RAPIDRIDE I LINE STATION 57210
TIER 1L STATION WITH 9" CURB AND
DETECTABLE WARNING SURFACE BEHIND CURB
RAPIDRIDE I LINE STATION 57350
TIER 1L STATION WITH 9" CURB AND
DETECTABLE WARNING SURFACE
BEHIND CURB
PERPENDICULAR
CURBS RAMP
TYPE A
EXISTING CURB AND GUTTER
PERPENDICULAR CURB RAMPS TYPE A
EXISTING
MOUNTABLE CURB
EXISTING MOUNTABLE CURB
PROPOSED
RIGHT OF WAY
EXISTING RIGHT
OF WAY
PLANTER
SIDEWALK
EXISTING CURB
AND GUTTER
SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
EXISTING CURB AND GUTTER
EXISTING
SIDEWALK
EXISTING SIDEWALK
EXISTING SIDEWALK
WALL/PEDESTRIAN HANDRAIL
WALL/PEDESTRIAN HANDRAIL
WHEEL STOP (TYP)
WHEEL STOP (TYP)
SR 515 MP 3.12
SR 515 STA 363+14.49
SE 208TH 12+00.00
8.
4
'
10
.
5
'
11.2'
5.6'
11.2'14.5'
11
.
0
'
L37
1.
0
'
11
.
0
'
1.
0
'
SIDEWALK
0.
6
'
1.
0
0
'
1.
0
0
'
6.2'
12.8'
5.4'
10.9'
10
.
9
'
PARALLEL CURB RAMP TYPE A
L36
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB
AND GUTTER
SR 515 363+71.12 (34.7' RT)
BEGIN WHITE WIDE DOTTED LANE LINE
SR 515 366+55.44 (32.5' RT)
END WHITE WIDE DOTTED LANE LINE
SR 515 364+91.50 (40.8' LT)
TYPE 2SR
SR 515 363+30.62 (63.3' RT)
BEGIN STOP LINE
SR 515 363+45.74 (63.3' RT)
END STOP LINE
SR 515 362+76.36 (68.5' LT)
BEGIN STOP LINE SR 515 362+87.28 (68.1' LT)
END STOP LINE
SR 515 365+34.78 (34.6' LT)
BEGIN TAPER (51:1)
SR 515 362+57.11 (45.1' LT)
BEGIN CROSSWALK
SR 515 362+58.11 (22.6' LT)
END CROSSWALK
SR 515 362+51.09 (34.6' LT)
END WHITE WIDE DOTTED LANE LINE
SR 515 362+75.29 (51.6' RT)
BEGIN CROSSWALK
SR 515 363+47.74 (53.0' RT)
END CROSSWALK
SR 515 363+65.40 (23.7' RT)
BEGIN CROSSWALK
SR 515 363+66.51 (40.7' RT)
END CROSSWALK
SR 515 362+76.48 (58.4' LT)
BEGIN CROSSWALK
SR 515 362+87.48 (58.0' LT)
END CROSSWALK
SR 515 363+72.29 (35.1' LT)
BEGIN WHITE WIDE LANE LINE
MATCH EXISTING
SR 515 365+34.91 (45.6' LT)
BEGIN TAPER (44.3:1)
SR 515 364+81.49 (46.0' LT)
BEGIN TAPER (23.1:1)
SR 515 364+91.49 (45.6' LT)
END TAPER (23.1:1)
SR 515 365+88.69 (44.4' RT)
BEGIN TAPER (7:1)
SR 515 366+54.07 (33.9' RT)
END TAPER (7:1)
SR 515 364+22.74 (40.9' LT)
TYPE 2SR
SR 515 361+76.90 (40.9' LT)
TRAFFIC LETTER "ONLY"
SR 515 362+06.61 (40.3' LT)
TRAFFIC LETTER "BUS"
SR 515 362+48.46 (23.6' LT)
END WHITE LANE LINE
SR 515 362+19.73 (23.7' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 363+75.82 (23.6' RT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 366+67.79 (20.3' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 365+62.35 (23.0' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 365+97.27 (22.2' LT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 363+44.04 (63.3' RT)
BEGIN WHITE DOTTED EXTENSION LINE
SR 515 365+53.39 (38.2' RT)
TRAFFIC LETTERS "ONLY"
SR 515 365+23.92 (38.9' RT)
TRAFFIC LETTERS "BUS"
SR 515 362+63.88 (42.0' LT)
BEGIN WHITE DOTTED EXTENSION LINE
SR 515 362+73.32 (53.4' LT)
END WHITE DOTTED
EXTENSION LINE
SR 515 362+76.99 (63.5' LT)
BEGIN WHITE DOTTED EXTENSION LINE
SR 515 363+61.20 (39.3' RT)
END WHITE DOTTED EXTENSION LINESR 515 363+50.92 (48.0' RT)
BEGIN WHITE DOTTED EXTENSION LINE
SR 515 363+45.41 (57.9' RT)
END WHITE DOTTED EXTENSION LINE
SR 515 365+90.64 (38.7' LT)
TYPE 2SR
SR 515 366+91.30 (36.9' LT)
TYPE 2SR
SR 515 362+77.59 (67.5' LT)
END WHITE DOTTED EXTENSION LINE
SR 515 363+42.60 (55.9' LT)
BEGIN CROSSWALK
SR 515 363+53.46 (55.5' LT)
END CROSSWALK
SR 515 363+60.51 (49.5' LT)
BEGIN CROSSWALK
SR 515 363+61.55 (34.8' LT)
END CROSSWALK
SR 515 362+49.54 (33.9' RT)
END WHITE WIDE SOLID LANE LINE
S8
8
°
5
6
'
4
4
.
2
4
"
E
EXISTING CURB RAMP
5.1'
PEDESTRIAN HANDRAIL
PROPOSED RIGHT OF WAY
AT BACK OF SIDEWALK
PROPOSED RIGHT OF WAY
AT BACK OF SIDEWALK
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
2
0
.
d
w
g
|
L
a
y
o
u
t
:
C
H
2
5
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
8
:
5
3
:
0
6
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 361+00 TO SR 515 367+00
CH28
30
A. BENCINI
G. FLORES
JACOBS
SE
2
0
8
T
H
S
T
SR 515 (108TH AVE SE)
(SR 515-LINE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 4.12 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
R=30'
R=30'
NW 5 & 8, T22N, R05E, WM
R=41.2'
R=37.8'
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SE 226TH - SR 515 & SE 192ND ST)
CROSS STREET
SE 208TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
40 MPH, 40 MPH
SU-30
R=24.5'
R=3379.7'
R=33.5'
SE
2
0
8
T
H
S
T
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
K. CHANG YUEN
10
.
0
'
11
.
0
'
10
.
1
'
7.
5
'
10
.
7
'
11
.
0
'
8.
0
'
N0° 55' 00.97"E8.
9
'
11
.
1
'
11
.
2
'
5.
4
'
7.
5
'
7.
0
'
6.
3
'
EXISTING CURB AND GUTTER
EXISTING RAISED MEDIAN ISLAND
EXISTING
MOUNTABLE CURB
PROPOSED RIGHT OF WAY
EDGE OF TRAVELED WAY
BAT LANE
EXISTING RIGHT OF WAY
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
SIDEWALK
11
.
2
'
10
.
8
'
1.
0
'
7.
0
'
L37
TRAFFIC CURB AND GUTTER
SR 515 369+05.56 (28.7' LT)
END WHITE WIDE DOTTED LANE LINE
SR 515 367+94.51 (28.7' LT)
END TAPER (51:1)
SR 515 368+60.22 (39.7' LT)
BEGIN TAPER (4.5:1)
SR 515 369+05.56 (29.6' LT)
END TAPER (4.5:1)
SR 515 367+95.98 (39.7' LT)
END TAPER (44.3:1)
SR 515 366+67.79 (20.3' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 367+16.28 (19.5' LT)
BEGIN WHITE LANE LINE
BEGIN TAPER (44:1)
MATCH EXISTING
SR 515 367+95.74 (17.7' LT)
END TAPER (44:1)
SR 515 369+32.37 (17.2' LT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 367+91.10 (34.0' LT)
TYPE 2SR
SR 515 368+10.05 (28.7' LT)
END WHITE WIDE SOLID LANE LINE
BEGIN WHITE WIDE DOTTED LANE LINE
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
2
0
.
d
w
g
|
L
a
y
o
u
t
:
C
H
2
6
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
9
:
0
0
:
1
6
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 367+00 TO SR 515 371+00
CH29
31
A. BENCINI
G. FLORES
JACOBS
SR 515 (108TH AVE SE)
(SR 515-LINE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 4.12 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
NW 5, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
PR
I
V
A
T
E
DR
I
V
E
W
A
Y
PR
I
V
A
T
E
DR
I
V
E
W
A
Y
K. CHANG YUEN
11
.
0
'
10
.
8
'
5.
2
'
10
.
2
'
7.
0
'
6.
0
'
11
.
5
'
6.
5
'
EXISTING RIGHT OF WAY
SIDEWALK
EDGE OF TRAVELED WAY
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
PLANTER
CHAINLINK FENCE
7.
8
'
12
.
5
'
11
.
9
'
11
.
0
'
5.
9
'
10
.
7
'
11
.
2
'
7.
0
'
1.
0
'
L37
TRAFFIC CURB AND GUTTER
SR 515 374+20.25 (16.8' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
5.
7
'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
2
0
.
d
w
g
|
L
a
y
o
u
t
:
C
H
2
7
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
9
:
0
6
:
5
9
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
J
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 371+00 TO SR 515 375+50
CH30
32
A. BENCINI
G. FLORES
JACOBS
SR 515 (108TH AVE SE)
(SR 515-LINE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 4.12 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
NW 5, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
PR
I
V
A
T
E
DR
I
V
E
W
A
Y
K. CHANG YUEN
12
.
0
'
11
.
5
'
10
.
7
'
6.
1
'
5.
8
'
10
.
8
'
11
.
0
'
7.
0
'
6.
4
'
EDGE OF TRAVELED
WAY
SIDEWALK
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
PLANTER
CHAINLINK FENCE
R=31'PERPENDICULAR
CURB RAMPS TYPE A
1.
0
'
R=50.8'
R=30'
PARALLEL CURB RAMP TYPE A
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY
L37 L38
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
SR 515 375+86.93 (16.7' LT)
END WHITE LANE LINE
SR 515 376+20.55 (55.8' LT)
BEGIN STOP LINE
SR 515 376+37.12 (56.0' LT)
END STOP LINE
SR 515 376+84.78 (16.8' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 377+01.20 (16.9' LT)
END WHITE LANE LINE
MATCH EXISTING
EXISTING
CURB RAMP EXISTING
CURB RAMP
11
.
1
'
SR 515 MP 3.38
SR 515 376+36.76
SE 204TH 12+00.00
90
°
90°
S8
8
°
3
8
'
2
9
.
0
9
"
E
S8
8
°
4
7
'
5
7
.
0
9
"
E
11
.
2
'
10
.
5
'
6.
1
'
5.
5
'
15.8'16.4'
12.4'9.8'
12
.
0
'
10
.
8
'
6.
1
'
5.
8
'
10
.
8
'
11
.
2
'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
2
0
.
d
w
g
|
L
a
y
o
u
t
:
C
H
2
7
A
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
9
:
1
4
:
3
1
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
P
V
_
K
E
N
T
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
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;
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-
R
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_
K
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N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 375+50 TO SR 515 381+00 CH31
33
A. BENCINI
G. FLORES
JACOBS
SR 515 (108TH AVE SE)
(SR 515-LINE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 4.12 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
NW 5, T22N, R05E, WM
SE
2
0
4
T
H
S
T
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SE 226TH - SR 515 & SE 192ND ST)
CROSS STREET
SE 204TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
K. CHANG YUEN
10
.
7
'
11
.
7
'
90
°
90°
16
.
6
'
10
.
0
'
12
.
0
'
12
.
8
'
10
.
8
'
10
.
9
'
7.
5
'
6.
8
'
6.
1
'
5.
0
'
7.
0
'
12
.
0
'
RAPIDRIDE I LINE STATION 57230
EXISTING CURB
AND GUTTER
EXISTING RIGHT OF WAY
RAPIDRIDE I LINE STATION 57330
SIDEWALK
EDGE OF TRAVELED WAY
SIDEWALK
EDGE OF
TRAVELED WAY
EXISTING SIDEWALK
PLANTER
EXISTING SIDEWALK
EXISTING CURB
AND GUTTER
EXISTING SIDEWALK
PARALLEL CURB RAMP
TYPE A
SR 515 MP 3.53
SR 515 STA 386+12.46
SE 201ST 12+00.00
6.
0
'
10
.
7
'
L38
1.
0
'
1.
0
'
PARALLEL CURB RAMP TYPE A
R=35'R=50'
L39
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
SR 515 385+50.15 (16.7' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 387+29.29 (16.6' RT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 385+86.63 (47.7' LT)
BEGIN STOP LINE
SR 515 386+12.82 (47.7' LT)
END STOP LINE
S8
8
°
3
8
'
0
9
.
0
1
"
E
6.
0
'
12.9'12.9'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
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\
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0
0
3
\
c
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2
m
h
i
l
l
_
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v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
2
0
.
d
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|
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:
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8
PL
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:
M
a
r
1
2
,
2
0
2
6
-
0
9
:
2
1
:
2
5
p
m
B
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A
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9
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3
XR
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F
S
:
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;
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d
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;
K
C
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N
.
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;
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;
1
8
2
2
9
-
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V
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.
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;
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.
d
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;
X
-
S
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-
C
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A
N
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_
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.
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g
;
X
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D
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.
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;
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;
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;
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.
d
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;
X
-
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d
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g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
CHANNELIZATION PLAN
SR 515 384+00 TO SR 515 388+00
CH32
34
A. BENCINI
G. FLORES
JACOBS
SE
2
0
1
S
T
S
T
SR 515 (108TH AVE SE)
(SR 515-LINE)
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 4.12 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
NW 5, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SE 226TH - SR 515 & SE 192ND ST)
CROSS STREET
SE 201ST ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
43
SR 515 AND SE 201ST CLOSED.
SR 515 AND SE 201ST CLOSED.
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
3
PEDESTRIAN CROSSING:
4
K. CHANG YUEN
11
.
8
'
6.
1
'
11
.
9
'
90°
90
°
N0° 55' 02.67"E
S8
8
°
3
9
'
0
3
.
2
4
"
E
10
.
0
'
10
.
5
'
10
.
8
'
N0° 55' 03.97"E
7.
4
'
10
.
7
'
6.
1
'
5.
9
'
10
.
7
'
11
.
1
'
6.
1
'
RAPIDRIDE I LINE
STATION 57230
EXISTING CURB AND GUTTER
EXISTING RIGHT OF WAY
SIDEWALK
EDGE OF TRAVELED WAY
SIDEWALK
EDGE OF TRAVELED WAY
EDGE OF
TRAVELED WAY
EXISTING CURB
AND GUTTER
EXISTING SIDEWALK
EXISTING SIDEWALK
SR 515 MP 3.62
SR 515 STA 389+59.21
SE 200TH 11+97.48
12
.
5
'
L39 L40
1.
0
'
1.
0
'
TRAFFIC CURB AND GUTTER
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB RAMP
SR 515 388+29.33 (29.3' RT)
BEGIN TAPER (2.0:1)
SR 515 388+52.47 (40.7' RT)
END TAPER (2.0:1)
SR 515 388+69.94 (16.5' RT)
END WHITE LANE LINE
MATCH EXISTING
SR 515 388+74.22 (16.9' LT)
END WHITE LANE LINE
MATCH EXISTING
11.6'5.9'6.5'11.1'
12.4'5.8'6.6'11.7'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
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\
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e
n
0
0
3
\
c
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2
m
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i
l
l
_
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v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
2
C
H
.
2
0
.
d
w
g
|
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a
y
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t
:
C
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2
9
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
9
:
2
8
:
0
8
p
m
B
y
A
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0
5
9
7
5
3
XR
E
F
S
:
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;
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.
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g
;
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d
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g
;
X
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;
1
8
2
2
9
-
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W
.
d
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g
;
X
-
S
N
-
C
H
A
N
N
_
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N
T
O
N
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
X
-
W
S
D
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-
A
L
I
G
N
.
d
w
g
;
X
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a
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l
.
d
w
g
;
X
-
R
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_
K
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T
.
d
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g
;
X
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S
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_
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d
w
g
;
1
8
2
2
9
-
S
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t
.
d
w
g
;
X
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R
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K
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.
d
w
g
;
X
-
R
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_
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d
w
g
;
X
-
R
D
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Y
_
K
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T
.
d
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g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
_
J
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SE
2
0
0
T
H
S
T
SR 515 (108TH AVE SE)
(SR 515-LINE)
CHANNELIZATION PLAN
SR 515 388+00 TO SR 515 391+50
CH33
35
A. BENCINI
G. FLORES
JACOBS
NW 5, T22N, R05E, WM
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 4.12 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN DATA (SR 515 & SE 226TH - SR 515 & SE 192ND ST)
CROSS STREET
SE 200TH ST
POSTED/DESIGN SPEED
DESIGN VEHICLE
25 MPH, 25 MPH
SU-30
SE
2
0
0
T
H
S
T
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
K. CHANG YUEN
N01° 26' 19.34"E
83°
97
°
90°90°
N
8
4
°
1
1
'
2
0
.
5
1
"
E
S8
8
°
5
0
'
2
4
.
2
4
"
E
N01° 26' 19.34"E
SR 515 MP 4.10
SR 515 STA 415+62.19 =
SE 192ND ST 12+00.00
L41 L42
11
.
2
'
11
.
3
'
10
.
0
'
5.
0
'
5.
1
'
6.
3
'
10
.
0
'
5.
5
'
5.
2
'
1.
0
'
1.
0
'
2.5'
EXISTING TRAFFIC ARROW
EXISTING CURB AND GUTTER
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING PROPERTY LINE (TYP.)
EXISTING TRAFFIC ARROW
EXISTING CURB AND GUTTER
EXISTING CURB AND GUTTER RAPIDRIDE I LINE
STATION 57250
KENT/RENTON CITY LIMIT LINE
SR 515 416+13.36
MP 4.12
TRAFFIC CURB AND GUTTER
EDGE OF TRAVELED WAY
EXISTING CURB RAMP
PLANTER
EXISTING RIGHT-OF-WAY LINE (TYP.)
RAPIDRIDE I LINE
STATION 57310
EXISTING CURB RAMP
TRAFFIC CURB AND GUTTER
EDGE OF TRAVELED WAY
11
.
0
'
11
.
1
'
11
.
8
'
10
.
9
'
12
.
0
'
11
.
4
'
5.
1
'
5.
9
'
5.
7
'
12
.
0
'
5.
1
'
6.9'11.1'10.7'16.5'
SR 515 STA 415+07.49 (16.56' LT)
END WHITE LANE LINE
MATCH EXISITNG
SR 515 STA 418+50.83 (16.50' RT)
END WHITE LANE LINE
MATCH EXISITNG
SR 515 STA 417+60.83 (16.50' RT)
BEGIN WHITE LANE LINE
MATCH EXISITNG
SR 515 STA 413+80.67 (16.56' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
17.6'
3.7'
8.1'13.3'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT TO
THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION TO BE INSTALLED SHALL BE PER WSDOT
STANDARD PLAN M SERIES AND CITY OF RENTON STANDARD PLANS.
6.ALL DIMENSIONS MEASURED TO THE GUTTER LIP, UNLESS
OTHERWISE NOTED.
7.CROSSWALK CHANNELIZATION PER CITY OF RENTON (COR)
STANDARD PLAN 127.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
LINE #START STATION END STATION LENGTH DIRECTIONLINE #START STATION END STATION LENGTH DIRECTION
CURVE #PI STATION ∆RADIUS TANGENT LENGTH S
EX
EX
C:
\
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d
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m
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0
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9
7
5
3
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4
3
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6
4
\
1
C
H
.
0
1
.
d
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|
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:
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PL
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:
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a
r
1
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,
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6
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3
:
4
1
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XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
K
E
N
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
T
a
l
b
o
t
T
u
r
n
b
a
c
k
L
i
n
e
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
C
h
a
n
P
l
a
n
S
h
e
e
t
c
u
t
s
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 515 (108TH AVE SE)
(SR 515-LINE)
SW/SE 32, T23N, R05E, WM
NW/NE 5, T22N, R05E, WM
SE
1
9
2
N
D
S
T
CHANNELIZATION PLAN
SR 515 413+50 TO SR 515 419+00 CH34
36
A. VILLAR / A. BENCINI
C. CABANAS
JACOBS
DESIGN DATA (SR 515 & SE 192ND ST - SR 515 & I-405)
SR 515 (108TH AVE SE)
FUNCTIONAL CLASS URBAN MINOR ARTERIAL
NHS STATUS NON NHS
MANAGED ACCESS CLASS 3
DESIGN VEHICLE SU-30
POSTED/DESIGN SPEED 40 MPH (MP 4.12 to 6.69)
35 MPH (MP 6.69 to 6.93)
TERRAIN ROLLING
AADT 32,000 (2024)
TRUCK PERCENTAGE 2.2%-3.3%
CROSS STREET
SE 192ND ST
FUNCTIONAL CLASS
POSTED/DESIGN SPEED
DESIGN VEHICLE
LOCAL STREET
25 MPH / 25 MPH
SU-30
CITY OF RENTON
CITY OF KENT
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
N8
9
°
3
8
'
5
0
.
3
4
"
E
88°
92
°
8
0
°
100°
N01° 26' 19.34"E
R=30.00'
R=35.00'
R=35.00'SE 186TH 12+00.00
SR 515 MP 4.53
SR 515 STA 438+33.73 =
L42
5.0'
C1
S81°
16'
01.05"E
5.
2
'
12
.
7
'
10
.
8
'
6.
0
'
5.
5
'
11
.
8
'
5.
0
'
5.
0
'
5.
0
'
5.0'
5.
0
'
5.
0
'
1.0'
1.
0
'
5.
7
'
4.8'
EXISTING
CURB RAMP
EXISTING TRAFFIC ARROW
EXISTING CURB AND GUTTER
EXISTING CURB AND GUTTER
EXISTING PROPERTY LINE (TYP.)
EXISTING RIGHT-OF-WAY LINE (TYP.)
TRAFFIC CURB
AND GUTTER
PARALLEL
CURB
RAMP
TYPE A
PARALLEL CURB RAMP TYPE A
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB
AND GUTTER
PLANTER
EDGE OF
TRAVELED
WAY
PLANTER
EDGE OF TRAVELED WAY
11
.
0
'
13
.
4
'
5.
3
'
11
.
0
'
11
.
0
'
11
.
9
'
12.5'14.1'5.0'
SR 515 438+28.71 (92.9' LT)
END DOUBLE YELLOW CENTERLINE
SR 515 STA 438+06.10 (42.89' LT)
BEGIN 16" STOP LINE
SR 515 438+33.19 (17.0' LT)
BEGIN WHITE LANE LINE
MATCH EXISTING
SR 515 STA 438+30.27 (42.94' LT)
END 16" STOP LINE
2.1'
23.4'
14.6'
5.3'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT TO
THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION TO BE INSTALLED SHALL BE PER WSDOT
STANDARD PLAN M SERIES AND CITY OF RENTON STANDARD PLANS.
6.ALL DIMENSIONS MEASURED TO THE GUTTER LIP, UNLESS
OTHERWISE NOTED.
7.CROSSWALK CHANNELIZATION PER CITY OF RENTON (COR)
STANDARD PLAN 127.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
CURVE #PI STATION ∆RADIUS TANGENT LENGTH S
EX
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
1
C
H
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
C
H
3
1
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
3
:
5
4
:
1
8
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
K
E
N
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
T
a
l
b
o
t
T
u
r
n
b
a
c
k
L
i
n
e
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
C
h
a
n
P
l
a
n
S
h
e
e
t
c
u
t
s
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SE
1
8
6
T
H
S
T
SR 515 (108TH AVE SE)
SE
1
8
6
T
H
S
T
CHANNELIZATION PLAN
SR 515 434+00 TO SR 515 438+85 CH35
37
A. VILLAR / A. BENCINI
C. CABANAS
JACOBS
(SR 515-LINE)
SW/SE 32, T23N, R05E, WM
PERPENDICULAR
CURB RAMP TYPE A
EDGE OF TRAVELED
WAY
PLANTERPL
A
N
T
E
R
SI
D
E
W
A
L
K
DESIGN DATA (SR 515 & SE 192ND ST - SR 515 & I-405)
SR 515 (108TH AVE SE)
FUNCTIONAL CLASS URBAN MINOR ARTERIAL
NHS STATUS NON NHS
MANAGED ACCESS CLASS 3
DESIGN VEHICLE SU-30
POSTED/DESIGN SPEED 40 MPH (MP 4.12 to 6.69)
35 MPH (MP 6.69 to 6.93)
TERRAIN ROLLING
AADT 32,000 (2024)
TRUCK PERCENTAGE 2.2%-3.3%
CROSS STREET
SE 186TH ST
FUNCTIONAL CLASS
POSTED/DESIGN SPEED
DESIGN VEHICLE
LOCAL STREET
25 MPH / 25 MPH
SU-30
RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
CHD5
5
11
.
5
'
11
.
0
'
11
.
9
'
N01° 26' 19.34"E
11
.
0
'
11
.
8
'
11
.
2
'
10
.
4
'
L42
1.
0
'
0.
5
'
SR 515 440+48.51 (0.5' LT)
TYPE 2SL
SR 515 440+29.01 (0.5' LT)
TYPE 2SL
10
.
4
'
10
.
0
'
10
.
0
'
4'6.
0
'
5.
7
'
4'
4'
4'
5.
0
'
5.
0
'
5.
0
'
DRIVEWAY
DR
I
V
E
W
A
Y
12
.
2
'
5.
4
'
1.
0
'
6.
0
'
1.
0
'
6.
5
'
5.
5
'
PARALLEL CURB RAMP TYPE A
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
PARALLEL CURB RAMP TYPE A
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING RIGHT-OF-WAY LINE (TYP.)
EXISTING PROPERTY LINE (TYP.)
RAPIDRIDE I LINE
STATION 57300
RAPIDRIDE I LINE
STATION 57260
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAYPLANTER
PLANTER
10
.
6
'
13
.
4
'
5.
5
'
10
.
5
'
SR 515 439+82.76
BEGIN CROSSWALK (10.50' LT)
SR 515 439+82.76
BEGIN CROSSWALK (9.64' RT)
SR 515 440+27.76
BEGIN STOP LINE (6.31' LT)
SR 515 439+37.76
BEGIN STOP LINE (5.35' RT)
END STOP LINE (28.05' RT)
END STOP LINE (28.02' LT)
END CROSSWALK (23.75' LT)
END CROSSWALK (23.22' RT)
SR 515 STA 439+91.76 (5.11' RT)
BEGIN 4:1 TAPER YELLOW EDGE LINE
SR 515 STA 439+73.76 (5.86' LT)
END 4:1 TAPER YELLOW EDGE LINE
SR 515 STA 439+91.76 (5.89' LT)
BEGIN 4:1 TAPER YELLOW EDGE LINE
SR 515 STA 439+98.24 (16.90' LT)
END WHITE LANE LINE
SR 515 439+64.25
BEGIN WHITE LANE LINE (16.07' RT)
MATCH EXISTING
SR 515 440+80.99
END WHITE LANE LINE (15.98' RT)
MATCH EXISTING
SR 515 STA 439+73.76 (5.14' RT)
END 4:1 TAPER YELLOW EDGE LINE
SR 515 STA 439+77.76 (5.87' LT)
END YELLOW EDGE LINE
SR 515 STA 439+87.76 (5.89' LT)
BEGIN YELLOW EDGE LINE
SR 515 STA 439+77.76 (5.13' RT)
END YELLOW EDGE LINE
SR 515 STA 439+87.76 (5.11' RT)
BEGIN YELLOW EDGE LINE
SR 515 STA 439+51.76 (0.33' LT)
BEGIN YELLOW EDGE LINE
BEGIN 4:1 TAPER YELLOW EDGE LINE
SR 515 STA 440+13.76 (0.43' LT)
END 4:1 TAPER YELLOW EDGE LINE
END YELLOW EDGE LINE
28.6'
WALL /
WOOD
FENCE
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT TO
THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION TO BE INSTALLED SHALL BE PER WSDOT
STANDARD PLAN M SERIES AND CITY OF RENTON STANDARD PLANS.
6.ALL DIMENSIONS MEASURED TO THE GUTTER LIP, UNLESS
OTHERWISE NOTED.
7.CROSSWALK CHANNELIZATION PER CITY OF RENTON (COR)
STANDARD PLAN 127.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
1
C
H
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
C
H
3
2
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
4
:
0
2
:
1
6
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
K
E
N
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
W
S
D
O
T
-
W
I
P
E
O
U
T
.
d
w
g
;
T
a
l
b
o
t
T
u
r
n
b
a
c
k
L
i
n
e
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
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;
C
h
a
n
P
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a
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S
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d
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IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SE
1
8
4
T
H
L
N
SR 515 (108TH AVE SE)
CHANNELIZATION PLAN
SR 515 438+85 TO SR 515 444+00 CH36
38
A. VILLAR / A. BENCINI
C. CABANAS
JACOBS
(SR 515-LINE)
SW/SE 32, T23N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
L43
DESIGN ANALYSIS #2 - LANE LATERAL CLEARANCE TO
CURB AND TRANSIT STOP CURB HEIGHT
DESIGN VARIANCE:
L44
L45
C23
PLANTER
SIDEWALK
PLANTER
SIDEWALK 5.
0
'
10
.
0
'
1
0
.
8
'
5
.
0
'
6
.
0
'
1
1
.
1
'
1
0
.
0
'
6
.
0
'
1
0
.
7
'
1
1
.
9
'
4
.
2
'
2
4
.
1
'
11
.
0
'
11
.
4
'
12
.
3
'
10
.
9
'
11
.
7
'
11
.
5
'
0.7'
12
.
1
'
6.
6
'
6
.
6
'
5
.
9
'
1
7
.
9
'
3
.
9
'
12.3'
12.0'
12.0'
11.8'
10.6'
10.3'
5.2'
5.8'
11.1'7.4'
RAPIDRIDE I LINE
STATION 59830
RAPIDRIDE I LINE
STATION 55934
EXISTING CURB RAMP
EXISTING CURB AND GUTTER
EXISTING TRAFFIC ARROW
EXISTING RIGHT-OF-WAY LINE
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB AND GUTTER
EXISTING RIGHT-OF-WAY LINE
EXISTING CONCRETE BARRIER
EDGE OF TRAVELED WAY
EDGE OF TRAVELED WAY
EXISTING PROPERTY LINE
SR 515 STA 554+81.77
SR 515 STA 554+52.80
SR 515 STA 552+58.85
SR 515 STA 552+29.85
SR 515 MP 6.77
7.
5
'
6.
2
'
8.
8
'
11
.
0
'
1
0
.
3
'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT TO
THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION TO BE INSTALLED SHALL BE PER WSDOT
STANDARD PLAN M SERIES AND CITY OF RENTON STANDARD PLANS.
6.ALL DIMENSIONS MEASURED TO THE GUTTER LIP, UNLESS
OTHERWISE NOTED.
7.CROSSWALK CHANNELIZATION PER CITY OF RENTON (COR)
STANDARD PLAN 127.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
(SR 515-LINE)
C:
\
p
w
_
w
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k
d
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\
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0
0
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5
9
7
5
3
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4
3
9
6
4
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1
2
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2
0
2
6
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0
4
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W
S
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_
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A
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N
.
d
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g
;
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D
W
Y
_
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N
T
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N
.
d
w
g
;
X
-
R
O
W
_
P
R
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P
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
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N
T
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N
.
d
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;
1
8
2
2
9
-
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V
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.
d
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;
X
-
S
T
A
T
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_
R
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N
T
O
N
.
d
w
g
;
X
-
W
S
D
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T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
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E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
T
A
T
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_
K
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N
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
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N
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
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N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
O
W
_
P
R
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P
.
d
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g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
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T
.
d
w
g
;
X
-
W
S
D
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-
W
I
P
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T
.
d
w
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;
T
a
l
b
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t
T
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n
b
a
c
k
L
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e
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
C
h
a
n
P
l
a
n
S
h
e
e
t
c
u
t
s
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 515 (BENS
O
N
D
R
S
)
S
P
U
G
E
T
D
R
S
1
5
T
H
S
T
CHANNELIZATION PLAN
SR 515 551+00 TO SR 557+00 CH37
39
A. VILLAR / A. BENCINI
C. CABANAS
JACOBS
NE 19, T23N, R05E, WM
SR 515 (BENSON D
R
S
)
DESIGN DATA (SR 515 & SE 192ND ST - SR 515 & I-405)
SR 515 (BENSON DR S)
FUNCTIONAL CLASS URBAN MINOR ARTERIAL
NHS STATUS NON NHS
MANAGED ACCESS CLASS 3
DESIGN VEHICLE SU-30
POSTED/DESIGN SPEED 40 MPH (MP 4.12 to 6.69)
35 MPH (MP 6.69 to 6.93)
TERRAIN ROLLING
AADT 32,000 (2024)
TRUCK PERCENTAGE 2.2%-3.3%
CROSS STREET
S 15TH ST
FUNCTIONAL CLASS
POSTED/DESIGN SPEED
DESIGN VEHICLE
LOCAL STREET
25 MPH / 25 MPH
SU-30
S PUGET DR
FUNCTIONAL CLASS
POSTED/DESIGN SPEED
DESIGN VEHICLE
MINOR ARTERIAL
35 MPH / 35 MPH
SU-30
RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
:6'OT1ORT+:E6TRE*,O1
&+$11E/,=$T,O13/$1
7RA))I& EN*INEER AREA 2PERA7I2N6
6LJQHG
PULQW
EN*INEERIN* 0ANA*ER
DDWH
6LJQHG DDWH
PULQW
S8
9
°
4
2
'
2
6
.
5
7
"
E
88°
92
°
N02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"EN02° 38' 55.98"E L46
R=35.00'
R=105.00'
6.0'
12.6'7.9'
11.2'5.7'5.5'11.6'
SIDEWALK
PLANTER
12
.
1
'
10
.
0
'
7.
5
'
6.
4
'
8.
0
'
1.
0
'
1.
0
'
8.
4
'
3.2'
PARALLEL CURB RAMP TYPE A
TRAFFIC CURB AND GUTTER
EXISTING STATION
59830
EXISTING CURB RAMP
EXISTING CURB RAMP
EXISTING CURB
RAMP
EXISTING CURB RAMP
EDGE OF TRAVELED WAY
PARALLEL CURB RAMP TYPE A
EXISTING RIGHT-OF-WAY LINE
10
.
9
'
7.
1
'
11
.
1
'
11
.
2
'
11
.
0
'
11
.
0
'
6.
5
'
10
.
7
'
2.
5
'
11
.
9
'
12
.
8
'
12
.
0
'
11
.
0
'
11
.
9
'
20
.
7
'
3.
5
'
10
.
3
'
11
.
1
'
6.
1
'
END STATE ROUTE
SR 515 564+99.91
SR 515 568+68.99 (32.2' LT)
END 20:1 TAPER WHITE WIDE SOLID LANE LINE
END WHITE WIDE SOLID LANE LINE
BEGIN WHITE WIDE DOTTED LANE LINE
BEGIN 19:1 TAPER WHITE WIDE DOTTED LANE LINE
MP 6.93
SR 405 (LA) MP 0.04
SR 515 STA 566+92.39 =
SE RENTON VILLAGE PL 13+00.00
SR 515 567+11.19
BEGIN CROSSWALK (66.25' LT)
END CROSSWALK (65.30' LT)
SR 515 STA 568+18.84 (11.58' LT)
END WHITE LANE LINE
SR 515 567+58.09
BEGIN CROSSWALK (22.25' LT)
END CROSSWALK (39.95' LT)
SR 515 567+68.08
BEGIN 16" STOP LINE (43.57' LT)
BEGIN I-405 LIMITED ACCESS
SR 515 564+99.91
MP 2.77
SR 515 566+99.82
BEGIN YELLOW DOTTED EXTENSION LINE (60.96' LT)
SR 515 567+64.56
END YELLOW DOTTED EXTENSION LINE (4.53' RT)
MATCH EXISTING
SR 515 STA 566+97.14 (79.33' LT)
BEGIN DOUBLE YELLOW CENTERLINE
MATCH EXISTING
SR 515 STA 566+93.68 (114.70' LT)
END DOUBLE YELLOW CENTERLINE
SR 515 STA 567+68.00 (20.55' LT)
END 16" STOP LINE
MATCH EXISTING
SR 515 568+58.15 (38.31' LT)
TRAFFIC LETTER "BUS ONLY"
SEE SHEET CHDT1
SR 515 568+19.47 (33.6' LT)
BEGIN 20:1 TAPER WHITE WIDE SOLID LANE LINE
SR 515 568+19.30 (23.0' LT)
BEGIN 20:1 TAPER WHITE LANE LINE
SR 515 567+69.01
BEGIN WHITE WIDE SOLID LANE LINE (33.57' LT)
BEGIN WHITE LANE LINE (22.57' LT)
BEGIN WHITE LANE LINE (11.57' LT)
SR 515 STA 567+91.60 (38.77' LT)
TYPE 2SR
EXISTING CURB RAMP
3.
9
'
11.0'
8.0'
13.8'
13.9'
3.1'
24
.
5
'
11.4'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT TO
THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION TO BE INSTALLED SHALL BE PER WSDOT
STANDARD PLAN M SERIES AND CITY OF RENTON STANDARD PLANS.
6.ALL DIMENSIONS MEASURED TO THE GUTTER LIP, UNLESS
OTHERWISE NOTED.
7.CROSSWALK CHANNELIZATION PER CITY OF RENTON (COR)
STANDARD PLAN 127.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
1
0
4
3
9
6
4
\
1
C
H
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
C
H
3
4
PL
O
T
T
E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
4
:
1
9
:
0
4
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
O
W
_
P
R
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P
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
K
E
N
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
.
d
w
g
;
X
-
R
O
W
_
K
E
N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
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W
_
P
R
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P
.
d
w
g
;
X
-
R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
W
S
D
O
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-
W
I
P
E
O
U
T
.
d
w
g
;
T
a
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b
o
t
T
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r
n
b
a
c
k
L
i
n
e
.
d
w
g
;
X
-
L
E
G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
C
h
a
n
P
l
a
n
S
h
e
e
t
c
u
t
s
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
SR 515 (TALBOT RD S)
I
-
4
0
5
S
B
O
F
F
R
A
M
P
S
R
E
N
T
O
N
V
I
L
L
A
G
E
P
L
I
-
4
0
5
CHANNELIZATION PLAN
SR 515 563+50 TO SR 515 569+00 CH38
40
A. VILLAR / A. BENCINI
C. CABANAS
JACOBS
NE 19, T23N, R05E, WM
TALBOT RD S
(SR 515-LINE)
DESIGN DATA (I-405 & SR 515 - I-405 END LIMITED ACCESS)
I-405 (TALBOT RD S)
FUNCTIONAL CLASS URBAN MINOR ARTERIAL
NHS STATUS NON NHS
MANAGED ACCESS LIMITED ACCESS
FULL CONTROL
DESIGN VEHICLE SU-30
POSTED/DESIGN SPEED 35 MPH (MP 6.76 to 6.93)
TERRAIN ROLLING
AADT 48,000 (2024)
TRUCK PERCENTAGE 3.30%
CROSS STREET
S RENTON VILLAGE PL
FUNCTIONAL CLASS
POSTED/DESIGN SPEED
DESIGN VEHICLE
LOCAL STREET
25 MPH / 25 MPH
SU-30
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
N02° 39' 50.43"E
R=40.00'
R=40.00'L47
C24
DRIVEWAY DRIVEWAYPLANTERPLANTER
PLANTER
SIDEWALK
PLANTER
SIDEWALK SIDEWALK
11
.
0
'
8.
0
'
10
.
3
'
10
.
9
'
8.
0
'
11
.
0
'
11
.
2
'
1.
0
'
1.
0
'
1.
0
'
1.
0
'
11
.
0
'
11
.
0
'
12
.
0
'
PARALLEL CURB
RAMP TYPE B
SINGLE DIRECTIONAL CURB
RAMP TYPE A
EXISTING
CURB RAMP
EDGE OF TRAVELED WAY
WSDOT/LOCAL AGENCY
APPROVAL LIMITS
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND
GUTTER
EDGE OF
TRAVELED WAY
DRIVEWAY
20
.
1
'
11
.
9
'
10
.
1
'
11
.
6
'
11
.
5
'
12
.
5
'
11
.
1
'
5.
8
'
5.
9
'
8.
0
'
10
.
5
'
8.
0
'
12
.
0
'
12
.
0
'
6.
2
'
11
.
9
'
10
.
9
'
6.
5
'
6.
5
'
END I-405 LIMITED ACCESS
SR 515 570+99.03
MP 2.81
SR 515 STA 569+19.72 (6.33' RT)
BEGIN YELLOW TWO WAY LEFT TURN CENTERLINE
MATCHING EXISTING
SR 515 STA 569+10.33 (1.44' RT)
PT/BEGIN 4:1 TAPER TWO WAY LEFT TURN CENTERLINE
SR 515 571+02.45 (35.48' LT)
TRAFFIC LETTER "BUS ONLY"
SEE SHEET CHDT1
SR 515 STA 569+54.67 (18.70' LT)
END 20:1 TAPER WHITE LANE LINE
SR 515 STA 569+46.64 (29.70' LT)
END 19:1 TAPER WHITE WIDE DOTTED LANE LINE
SR 515 STA 569+38.00 (5.57' LT)
END 4:1 TAPER/PC YELLOW TWO WAY LEFT TURN CENTERLINE
SR 515 STA 569+00.48 (2.63' RT)
BEGIN YELLOW TWO WAY LEFT TURN CENTERLINE
MATCHING EXISTING
SR 515 STA 569+47.79 (6.70' LT)
PT YELLOW TWO WAY LEFT TURN CENTERLINE
SR 515 STA 570+92.35 (1.27' LT)
TYPE 2SL
SR 515 STA 570+95.26
END YELLOW TWO WAY LEFT TURN CENTERLINE (6.70' LT)
END YELLOW TWO WAY LEFT TURN CENTERLINE (6.30' RT)
MATCH EXISTING
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT TO
THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION TO BE INSTALLED SHALL BE PER WSDOT
STANDARD PLAN M SERIES AND CITY OF RENTON STANDARD PLANS.
6.ALL DIMENSIONS MEASURED TO THE GUTTER LIP, UNLESS
OTHERWISE NOTED.
7.CROSSWALK CHANNELIZATION PER CITY OF RENTON (COR)
STANDARD PLAN 127.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
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X
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.
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;
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.
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;
X
-
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A
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N
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.
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;
1
8
2
2
9
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;
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a
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S
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t
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u
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s
.
d
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g
IM
A
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E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
20'40'
SCALE IN FEET
0'
TALBOT RD S
CHANNELIZATION PLAN
SR 515 569+00 TO SR 515 574+00 CH39
41
A. VILLAR / A. BENCINI
C. CABANAS
JACOBS
NE 19, T23N, R05E, WM
(SR 515-LINE)
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
8. PROPOSED CHANNELIZATION SHOWN BEYOND I-405 LIMITED
ACCESS FOR REFERENCE ONLY.
N32° 55' 56.57"W
L48C24
C2
4
8.0'
8.0'5.0'
5.2'
PLAN
T
E
R
SIDE
W
A
L
K
PLANTE
R
SIDEWALK
PLANTER
SIDEWALK
PLANTER
SI
D
E
W
A
L
K
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
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11.
0
'
11
.
0
'
11
.
3
'
11
.
6
'
1.
7
'
9.
3
'
11
.
0
'
11
.
0
'
9.
8
'
8.
0
'
12
.
1
'
10.
9
'
12.
2
'
14.
0
'
2.4
'
13.
6
'
11.
5
'
11.
5
'
8.0
'
5.
0
'
8.
0
'
8
.
0
'
8.0
'
8.0
'
6.0'
1.0
'
6.0
'
5.6
'
1.
0
'
5.4
'
PA
R
A
L
L
E
L
C
U
R
B
RA
M
P
T
Y
P
E
B
PERPENDICULAR CURB RAMP TYPE A
PERPENDICULAR
CURB RAMP
TYPE A
PLANTER
ED
G
E
O
F
TR
A
V
E
L
E
D
W
A
Y
TRAFFIC CURB
PERPENDICULAR
CURB RAMP TYPE B
PERPENDICULAR
CURB RAMP TYPE B
TRAFFIC CURB
AND GUTTER
EDGE OF
TRAVELED WAY
TRAFFIC CURB
AND GUTTER
TRAFFIC CURB
AND GUTTER
PARALLEL CURB RAMP
TYPE B
11.
6
'
1
.
0
'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT TO
THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION TO BE INSTALLED SHALL BE PER WSDOT
STANDARD PLAN M SERIES AND CITY OF RENTON STANDARD PLANS.
6.ALL DIMENSIONS MEASURED TO THE GUTTER LIP, UNLESS
OTHERWISE NOTED.
7.CROSSWALK CHANNELIZATION PER CITY OF RENTON (COR)
STANDARD PLAN 127.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
TALBO
T
R
D
S
CHANNELIZATION PLAN
SR 515 574+00 TO SR 515 579+50 CH40
42
A. VILLAR / A. BENCINI
C. CABANAS
JACOBS
NE 19, T23N, R05E, WM
(SR 515-
L
I
N
E
)
S
G
R
A
D
Y
W
A
Y
C:
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N
.
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;
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.
d
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;
X
-
R
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_
P
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P
.
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;
X
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-
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A
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.
d
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g
;
1
8
2
2
9
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.
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;
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N
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N
.
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g
;
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W
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D
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A
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N
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;
X
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S
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;
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.
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g
;
X
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K
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N
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
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N
T
.
d
w
g
;
X
-
R
O
W
_
K
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N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
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N
T
.
d
w
g
;
1
8
2
2
9
-
S
V
-
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.
d
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;
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_
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;
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d
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.
d
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;
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n
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e
.
d
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g
;
X
-
L
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G
E
N
D
_
W
S
D
O
T
.
d
w
g
;
C
h
a
n
P
l
a
n
S
h
e
e
t
c
u
t
s
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
6.
0
'
20'40'
SCALE IN FEET
0'
RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
8. PROPOSED CHANNELIZATION SHOWN BEYOND I-405 LIMITED
ACCESS FOR REFERENCE ONLY.
VARIES 0.0'-13.2'VARIES 0.0'-21.9'
VARIES 8.0'-13.0'
SIDEWALK
EXISTING
SIDEWALK
SCALE:
SR 516 - TYPICAL SECTION - E SMITH ST - CENTRAL AVE N TO KENNEBECK AVE N
NTS
SR 516 101+60 TO SR 516 108+52
10.0'
EB TRAVEL LANE
10.5'
EB TRAVEL LANE
VARIES 10.2'-10.5'
WB TRAVEL LANE
10.5'
WB TRAVEL LANE
VARIES 0.0'-12.7'
WB BAT LANE
ROW
4.0'
VARIES 6.5'-10.5'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 516 - TYPICAL SECTION - E SMITH ST - WEST OF JASON/TITUS
NTS
SR 516 113+36 TO SR 516 114+46
EXISTING
SIDEWALKVARIES 10.0'-11.2'
EB TRAVEL LANE
VARIES 9.6'-10.4'
EB TRAVEL LANE
EB LEFT TURN LANE
VARIES 10.9'-11.1'
WB TRAVEL LANE
VARIES 10.4'-11.0'
WB TRAVEL LANE
PEDESTRIAN RAILING
RETAINING WALL
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
NST 3
:
1
NST 3:1
EXISTING CEMENT CONC.
CURB AND GUTTER
11.0'
TURN LANE /
TWLT LANE
ROW
VARIES
4.3'-4.9'
VARIES
5.9'-6.2'
ROW
VARIES 52.1'-55.8'
ROW
MATCH EX.
1.5%
1.0' MIN
MATCH EX.
1.5%VARIES VARIESMATCH
EX.
VARIES
6.5'-7.3'
EXISTING CEMENT CONC.
CURB AND GUTTER
VARIES, 57.5' - 67.2'
1.0' SHY
1.0' SHY
1.0' SHY
1.0' SHY
C:
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C
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A
N
N
.
d
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IM
A
G
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S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS1
43
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
EXISTING
SIDEWALK
SCALE:
SR 516 - TYPICAL SECTION - E SMITH ST - EAST OF JASON/TITUS
NTS
SR 516 115+91 TO SR 516 117+96
VARIES 8.2'-15.5'
KING COUNTY
METRO STATION
/SIDEWALK
VARIES 10.0'-11.2'
EB TRAVEL LANE
VARIES 9.6'-10.7'
EB TRAVEL LANE
WB LEFT TURN LANE
10.8'
WB TRAVEL LANE
VARIES 11.3'-11.4'
WB TRAVEL LANE
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
VARIES
6.1'-6.2'
VARIES
5.9'-6.1'
ROW
VARIES 55.7'-58.1'
ROW
VARIES VARIES MATCH
EX.
VARIES
4.0'-5.7'
VARIES
6.0'-13.0'
NST 3
:
1
1.0' MIN
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
1.5%
1.0' SHY
1.0' SHY
C:
\
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3
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PL
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D
:
D
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c
0
4
,
2
0
2
5
-
0
9
:
2
4
:
5
7
p
m
B
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:
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E
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D
.
d
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;
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C
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D
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_
C
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A
N
N
.
d
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IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS2
44
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
SCALE:
SR 516 - TYPICAL SECTION - CANYON DR NEAR 94TH AVE S
NTS
VARIES 11.0'-11.4'
TRAVEL LANE
VARIES 6.4'-6.7'
EXISTING
SIDEWALK
SR 516 143+67 TO SR 516 145+75
11.0'
EB TRAVEL LANE
VARIES 10.9'-11.3'
WB TRAVEL LANE
VARIES 10.5'-11.0'
WB TRAVEL LANE
12.0'
KING COUNTY
METRO STATION
/SIDEWALK
EXISTING BARRIER WITH RAILING TO REMAIN
1.0' MIN
6.0'
BIKE LANE
EXISTING CEMENT CONC.
CURB AND GUTTER
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
NST 3:1
1.0' SHY 1.0' SHY
ROW
ROW
EB LEFT TURN LANE
VARIES
6.8'-7.2'
VARIES
4.0'-4.3'
VARIES, 57.3'-57.8'
1.5%1.5%VARIES VARIES
MATCH EX.
VARIES 6.0'-17.2'
VARIES
4.0'-5.2'
VARIES 0.0'-4.0'
PLANTER
SCALE:
SR 516 - TYPICAL SECTION - SE 256TH ST APPROACH TO 101ST AVE SE
NTS
SR 516 173+01 TO SR 516 177+31
VARIES
0.0'-6.0'
SIDEWALK
EXISTING
SIDEWALK
VARIES 10.5'-12.7'
WB TRAVEL LANE
VARIES 11.0'-11.6'
WB TRAVEL LANE
VARIES 11.0'-11.4'
EB TRAVEL LANE
11.0'
EB TRAVEL LANE
VARIES 0.0'-11.0'
EB BAT LANE
EXISTING CEMENT
CONCRETE CURB
AND GUTTER
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
1.0' SHY
1.0' SHY
ROW
ROW
RAISED MEDIAN /
EB TURN LANE
VARIES
1.6'-3.7'
VARIES
2.5'-7.5'
VARIES 56.9'-65.7'
VARIES VARIES 1.5%MATCH
EX.
VARIES
3.7'-26.8'
VARIES
0.0'-5.5'
BIKE LANE
VARIES
0.0'-5.7'
KING COUNTY
METRO STATION
RETAINING WALL
(VARIES BETWEEN CUT/FILL)
PEDESTRIAN RAILING
VARIES
10.2'-15.1'
SIDEWALK
1.5%
PEDESTRIAN RAILING
1.0'
1.5'
GUARDRAIL
TYPE 31
RETAINING WALL
SR 516 173+30 TO 173+89
CONCRETE RIBBON GUTTER
MATCH
EX.
2.0'
ROW
VARIES 7.3'-10.0'
C:
\
p
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w
o
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0
0
3
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c
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2
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l
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a
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0
5
9
7
5
3
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1
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4
3
9
6
4
\
2
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S
.
0
1
.
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|
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:
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S
3
PL
O
T
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E
D
:
M
a
r
1
2
,
2
0
2
6
-
0
6
:
4
6
:
1
3
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
L
E
G
E
N
D
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
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W
S
D
O
T
_
C
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A
N
N
.
d
w
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IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS3
45
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
10.0'
VARIES 10.0' - 10.5'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 516 - TYPICAL SECTION - SE 256TH ST APPROACH TO 101ST AVE SE
NTS
SR 516 178+23 TO SR 516 178+93
6.5'
BIKE LANE
7.0'-10.0'
KING COUNTY
METRO STATION
/SIDEWALK
4.0'
VARIES 10.2'-10.5'
WB TRAVEL LANE
11.0'
WB TRAVEL LANE
11.0'
EB TRAVEL LANE
11.0'
EB TRAVEL LANE
10.0'
EB BAT LANE
RETAINING WALL
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
1.0' SHY
1.0' SHY
ROW
ROW
EB TURN LANE
VARIES
4.0'-4.7'
VARIES
5.8'-6.3'
VARIES 63.9'-68.5'
VARIES VARIES 1.5%1.5%MATCH
EX.MATCH
EX.
VARIES
7.0' - 27.0'
VARIES
6.5' - 22.0'
3.6'
VARIES 0.0'-4.0'
PLANTER
SCALE:
SR 516 - TYPICAL SECTION - SE 256TH ST APPROACH TO 101ST AVE SE
NTS
SR 516 177+31 TO SR 516 178+23
VARIES 6.5'-10.0'
KING COUNTY
METRO STATION
/SIDEWALK
VARIES
0.0'-4.0'
VARIES 10.5'-11.7'
WB TRAVEL LANE
11.0'
WB TRAVEL LANE
11.0'
EB TRAVEL LANE
11.0'
EB TRAVEL LANE
10.0'
EB BAT LANE
RETAINING WALL
RETAINING WALL
(VARIES BETWEEN CUT/FILL)
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
1.0' SHY
1.0' SHY
ROW
ROW
EB TURN LANE
VARIES,
3.6'-4.0'
VARIES
6.2'-7.4'
VARIES 65.4'-65.6'
VARIES VARIES 1.5%1.5%MATCH
EX.MATCH
EX.
6.4'VARIES
6.6'-10.9'
6.5'
SIDEWALK
6.0'
BIKE LANE
C:
\
p
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_
w
o
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d
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0
3
\
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a
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4
3
9
6
4
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S
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0
1
.
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4
PL
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E
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:
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c
0
4
,
2
0
2
5
-
0
9
:
2
5
:
0
7
p
m
B
y
K
i
r
d
a
h
A
R
XR
E
F
S
:
X
-
L
E
G
E
N
D
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS4
46
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
SCALE:
SR 515 - TYPICAL SECTION - SR 516 TO SE 253RD PL AREA
NTS
11.0'-12.7'
SB TRAVEL LANE
EXISTING
SIDEWALK
VARIES 4.0' - 10.0'
SR 515 200+15 TO SR 515 204+85
VARIES 11.0'-11.7'
SB TRAVEL LANE
VARIES 9.9'-10'
SB LEFT TURN LANE
VARIES 10.6'-11.0'
NB TRAVEL LANE
VARIES 11.0'-11.3'
NB TRAVEL LANE
VARIES 0.0'-11.0'
SB RIGHT-TURN ONLY LANE
11.0'
SB LEFT TURN LANE
EXISTING CEMENT CONC.
CURB AND GUTTER
ROW
VARIES, 64.8'-80.2'
YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
VARIES VARIESMATCH
EX.
VARIES 10.9' - 22.3'
VARIES 7.0' - 12.0'
SIDEWALK /
DRIVEWAY
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
NST 3:1
ROW
1.5%
1.0' MIN
VARIES 0.0' - 5.0'
PLANTER
SB LEFT TURN LANE
VARIES 11.2'-11.5'
KING COUNTY
METRO STATION
/SIDEWALK
EXISTING
SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 253RD PL AREA, SOUTH SIDE
NTS
SR 515 204+85 TO SR 515 206+21
VARIES 11.1'-11.3'
NB TRAVEL LANE
VARIES 11.0'-11.5'
NB TRAVEL LANE
VARIES 11.0'-11.2'
SB TRAVEL LANE
VARIES 10.5'-13.4'
SB TRAVEL LANE
EXISTING CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
57.7'
ROW
ROW
VARIES VARIES1.5%
PEDESTRIAN RAILING
THICKENED CURB
NST 3:1
VARIES
4.0'-5.5'
VARIES
5.0'-6.3'
YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
1.0' SHY 1.0' SHY
1.0' SHY
1.0' SHY
C:
\
p
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o
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d
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0
3
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j
e
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d
a
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a
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0
4
3
9
6
4
\
2
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S
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0
1
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:
C
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5
PL
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T
E
D
:
D
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c
0
4
,
2
0
2
5
-
0
9
:
2
5
:
1
2
p
m
B
y
K
i
r
d
a
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A
R
XR
E
F
S
:
X
-
L
E
G
E
N
D
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
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W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS5
47
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
VARIES
RAISED MEDIAN
VARIES
0.0'-19.4'VARIES
0.0'-19.4'
7.5'
SIDEWALK
7.6'
SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 253RD PL AREA MIDBLOCK CROSSING
NTS
SR 515 206+21 TO SR 515 207+37
VARIESVARIES
VARIES 11.1'-11.4'
NB TRAVEL LANE
VARIES 10.5'-11.0'
NB TRAVEL LANE
VARIES 11.2'-11.4'
SB TRAVEL LANE
VARIES 10.6'-11.0'
SB TRAVEL LANE
1.0' MIN
CEMENT CONC.
TRAFFIC CURB
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
NST 3:1
VARIES 55.4'-57.8'
ROWROW
VARIES VARIES 1.5%1.5%
1.0' MIN
MATCH
EX.
MATCH
EX.
MATCH
EX.MATCH
EX.
EXISTING
SIDEWALK
VARIES 7.5'-13.8'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 253RD PL AREA, NORTH SIDE
NTS
SR 515 207+37 TO SR 515 208+45
VARIES 11.2'-11.4'
NB TRAVEL LANE
VARIES 10.5'-10.7'
NB TRAVEL LANE
VARIES 11.3'-11.4'
SB TRAVEL LANE
VARIES 10.4'-10.8'
SB TRAVEL LANE
1.0' MIN
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
NST 3:1
VARIES 56.0'-57.0'
ROWROW
VARIES VARIES 1.5%
VARIES
5.7'-5.8'4.9'
NB LEFT TURN LANE
YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
1.0' SHY1.0' SHY
1.0' SHY
1.0' SHY
1.0' SHY
1.0' SHY
C:
\
p
w
_
w
o
r
k
d
i
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\
d
e
n
0
0
3
\
j
e
g
_
k
i
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d
a
h
a
r
\
d
1
0
4
3
9
6
4
\
2
C
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S
.
0
1
.
d
w
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|
L
a
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o
u
t
:
C
H
T
S
6
PL
O
T
T
E
D
:
D
e
c
0
4
,
2
0
2
5
-
0
9
:
2
5
:
1
7
p
m
B
y
K
i
r
d
a
h
A
R
XR
E
F
S
:
X
-
L
E
G
E
N
D
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
W
S
D
O
T
_
C
H
A
N
N
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS6
48
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
4.0'
VARIES 12.0'-14.0'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 248TH ST, NORTH SIDE
NTS
SR 515 226+10 TO SR 515 228+34
VARIES 11.0'-11.1'
SB TRAVEL LANE
SB TURN LANE
VARIES 11.1'-11.4'
NB TRAVEL LANE
VARIES 10.8'-11.0'
NB TRAVEL LANE
10.8'
SB TRAVEL LANE
EXISTING
SIDEWALK
1.0' MIN
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
EXISTING CEMENT CONC.
CURB AND GUTTER
SCALE:
SR 516 - TYPICAL SECTION - SE 248TH ST, SOUTH SIDE
NTS
VARIES 11.1'-12.3'
SB TRAVEL LANE
EXISTING
SIDEWALK
VARIES 7.0'-15.0'
KING COUNTY
METRO STATION
/SIDEWALK
4.0'
SR 515 223+68 TO SR 515 226+10
VARIES 10.9'-11.1'
SB TRAVEL LANE
NB TURN LANE
VARIES 10.9-11.1'
NB TRAVEL LANE
VARIES 10.8'-10.9'
NB TRAVEL LANE
1.0' MIN
VARIES 0.0' - 5.0'
PLANTER
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
EXISTING CEMENT CONC.
CURB AND GUTTER
NST 3:1
VARIES, 58.1'-58.3'
5.9'VARIES 5.7'-6.0'
ROWROW
VARIES 6.6'-6.7'
VARIES 5.5'-5.8'
ROWROW
VARIES, 58.8'-59.0'
VARIES VARIES
VARIES VARIES 1.5%
1.5%MATCH
EX.
MATCH
EX.
VARIES
6.9' - 7.3'
7.0'
1.0' SHY
1.0' SHY
1.0' SHY
1.0' SHY
C:
\
p
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0
3
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a
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a
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\
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0
4
3
9
6
4
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2
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S
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0
1
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:
C
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7
PL
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T
E
D
:
D
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c
0
4
,
2
0
2
5
-
0
9
:
2
5
:
2
3
p
m
B
y
K
i
r
d
a
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A
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XR
E
F
S
:
X
-
L
E
G
E
N
D
.
d
w
g
;
K
C
M
T
D
-
B
O
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D
E
R
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W
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D
O
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_
C
H
A
N
N
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS7
49
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
VARIES 4.0' - 16.3'VARIES 4.0 '- 8.8'
10.0'
SIDEWALK
10.0'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 240TH ST AREA, NORTH SIDE
NTS
SR 515 253+25 TO SR 515 256+31
VARIES 11.0'-11.5'
SB TRAVEL LANE
VARIES 10.9'-11.0'
SB TRAVEL LANE
VARIES 11.0'-11.7'
SB TURN LANE /
TWLT LANE
VARIES 11.0'-11.7'
NB TRAVEL LANE
VARIES 0.0'-11.0'
NB BAT LANE
VARIES 0.0'-11.0'
SB BAT LANE
VARIES 4.0'-18.0'
VARIES 6.5'-10.0'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 240TH ST AREA, SOUTH SIDE
NTS
SR 515 247+26 TO SR 515 252+10
VARIES 11.0'-11.3'
SB TRAVEL LANE
VARIES 11.0'-11.2'
SB TRAVEL LANE
11.0'
NB TURN LANE /
TWLT LANE
VARIES 11.0'-11.3'
NB TRAVEL LANE
VARIES 0.0'-11.0'
NB BAT LANE
VARIES 0.0'-11.0'
SB BAT LANE
NST
3
:
1
1.0' MIN
1.0' MIN
PEDESTRIAN RAILING
RETAINING WALL
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
NST 3:1
VARIES, 57.9'-78.0'
VARIES 57.0'-78.0'
ROWROW
YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
ROW
ROW
11.0'
NB TRAVEL LANE
YELLOW PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
VARIES 10.9'-11.0'
NB TRAVEL LANE
VARIES VARIES
VARIES VARIES
1.5%
1.5%
1.5%
MATCH
EX.
MATCH
EX.
MATCH
EX.
VARIES 1.8'-7.3'
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER PEDESTRIAN RAILING
RETAINING WALL4.0'
MATCH
EX.
VARIES 3.8' - 10.5'
10.0'
SIDEWALK
1.5%
VARIES 4.5' - 6.8'VARIES 6.0' - 17.0'
1.0' SHY
1.0' SHY
1.0' SHY
1.0' SHY
C:
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REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS8
50
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
FOR REFERENCE ONLY
MARCH 2026
0.0'-9.2'
MEDIAN
VARIES
4.0'-10'4.0'
VARIES 7.0' - 12.0'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 235TH ST
NTS
SR 515 266+60 TO SR 515 269+15
5.8'6.0'
VARIES 11.3'-11.6'
NB TRAVEL LANE
VARIES 10.8'-11.0'
NB TRAVEL LANE
VARIES 11.1'-12.1'
SB TRAVEL LANE
VARIES 10.8'-11.0'
SB TRAVEL LANE
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
NST
3
:
1
NST 3:1
VARIES, 58.4'-58.5'
8.5'
MEDIAN
4.0'4.0'
VARIES 6.5'-14.0'
KING COUNTY
METRO STATION
/SIDEWALK
VARIES 5.5'-14.0'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - 228TH ST
NTS
SR 515 291+92 TO SR 515 294+47
6.5'6.0'
VARIES 11.5'±
NB TRAVEL LANE
VARIES 11.0'±
NB TRAVEL LANE
VARIES 11.0'±
SB TRAVEL LANE
VARIES 11.0'±
SB TRAVEL LANE
CEMENT CONC.
TRAFFIC CURB
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
1.0' SHY
1.0' SHY
VARIES 58.7'-58.8'
1.0' SHY 1.0' SHY
ROW
ROW ROW
VARIES
VARIES VARIES 1.5%
1.5%
1.5%
1.0' MIN
1.0' MIN
1.0' MIN
MATCH
EX.
MATCH
EX.MATCH
EX.
MATCH
EX.
MATCH
EX.
MATCH
EX.MATCH
EX.
MATCH
EX.
VARIES 0.0' - 5.0'
PLANTER
VARIES
VARIES 0.0'-5.0'
PLANTER
CEMENT CONC.
TRAFFIC CURB
VARIES 7.0' - 12.0'
KING COUNTY
METRO STATION
/SIDEWALK
1.5%
1.0' MIN
VARIES 0.0' - 5.0'
PLANTER
ROW
1.0' SHY 1.0' SHY
NST 3:1 NST 3:1
C:
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REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS9
51
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
8.5'
MEDIAN
4.0'4.0'
VARIES 6.9'-12.5'
KING COUNTY
METRO STATION
/SIDEWALK
VARIES 6.9'-14.0'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 224TH ST
NTS
SR 515 307+28 TO SR 515 309+75
6.5'6.0'
VARIES 11.0'±
NB TRAVEL LANE
VARIES 11.0'±
NB TRAVEL LANE
VARIES 11.0'±
SB TRAVEL LANE
VARIES 11.0'±
SB TRAVEL LANE
CEMENT CONC.
TRAFFIC CURB
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
NST
3
:
1
NST 3
:
1
1.0' SHY
1.0' SHY
VARIES 58.8'-58.9'
1.0' SHY 1.0' SHY
ROWROW
VARIES VARIES 1.5%1.5%
1.0' MIN1.0' MIN
MATCH
EX.
MATCH
EX.MATCH
EX.
MATCH
EX.
SCALE:
SR 515 - TYPICAL SECTION - SE 220TH PL
NTS
SR 515 322+60 TO SR 515 324+72
4.0'
10.8'
SB TRAVEL LANE
VARIES 11.0'-11.1'
NB TRAVEL LANE
VARIES 11.5'-11.8'
NB TRAVEL LANE
11.0'
SB TRAVEL LANE
EXISTING
SIDEWALK
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
EXISTING CEMENT CONC.
CURB AND GUTTER
1.0' SHY
1.0' SHY
ROW
VARIES 58.3'-59.2'
VARIES VARIES MATCH
EX.
VARIES
7.5'-7.8'
10.0'
SIDEWALK
NST 3:1
ROW
1.5%
1.0' MIN
VARIES 11.5'-12.0'
TWLT LANE
VARIES 5.9'-6.3'VARIES 5.6'-5.7'
LANDSCAPING
VARIES 0'-5.0'
C:
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REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS10
52
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
4.0'
VARIES 7.0' - 12.0'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 216TH ST / SE 217TH ST, NORTH SIDE
NTS
SR 515 335+41 TO SR 515 337+66
VARIES 10.2'-10.5'
SB TRAVEL LANE
VARIES 11.2'-11.6'
NB TRAVEL LANE
VARIES 11.6'-11.8'
NB TRAVEL LANE
11.1'
SB TRAVEL LANE
EXISTING
SIDEWALK
1.0' MIN
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
EXISTING CEMENT CONC.
CURB AND GUTTER
1.0' SHY
1.0' SHY
SB TURN LANE
VARIES,
6.5'-6.6'
VARIES
5.2'-5.5'
SCALE:
SR 515 - TYPICAL SECTION - SE 216TH ST / SE 217TH ST, SOUTH SIDE
NTS
11.2'
SB TRAVEL LANE
EXISTING
SIDEWALK
4.0'
SR 515 333+19 TO SR 515 335+29
10.3'
SB TRAVEL LANE
VARIES 10.8'-11.0'
NB TRAVEL LANE
VARIES 11.1'-11.6'
NB TRAVEL LANE
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
EXISTING CEMENT CONC.
CURB AND GUTTER
NST 3:1
1.0' SHY
1.0' SHY
VARIES 56.5'-57.2'
EXISTING CEMENT CONC. CURB
NB LEFT TURN LANE
5.5'5.6
ROWROW
ROW ROW
VARIES 58.9'-59.0'
VARIES VARIES
VARIES VARIES 1.5%
MATCH
EX.
MATCH
EX.
VARIES 0.0' - 5.0'
PLANTER
VARIES
7.6'-7.7'
VARIES
7.0'-7.6'
VARIES 0.0' - 5.0'
PLANTER
VARIES 7.0'-12.0'
KING COUNTY
METRO STATION
/SIDEWALK
1.0' MIN
1.5%
C:
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REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS11
53
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
VARIES 4.0'-18.2'
VARIES 7.0'-11.3'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 208TH ST - NORTH SIDE
NTS
SR 515 363+31 TO SR 515 369+25
VARIES 0.0'-10.0'
NB BAT LANE
VARIES 11.0'-12.0'
NB TRAVEL LANE
VARIES 10.5'-11.0'
NB TRAVEL LANE
VARIES 10.3'-12.2'
SB LEFT TURN LANE
VARIES 11.3'-12.6'
SB LEFT TURN LANE
VARIES 10.4'-12.2'
SB TRAVEL LANE
11.0'
SB TRAVEL LANE
VARIES 0.0' - 5.0'
PLANTER
1.0' MIN
VARIES
4.0'-16.2'
10.0'
SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 208TH ST, SOUTH SIDE
NTS
SR 515 357+59 TO SR 515 362+88
11.0'
SB TRAVEL LANE
VARIES 10.6'-10.8'
SB TRAVEL LANE
VARIES 12.5'-13.3'
NB TURN LANE /
MEDIAN
VARIES 10.9'-11.1'
NB TRAVEL LANE
VARIES 0.0'-11.0'
NB BAT LANE
1.0' MIN
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
VARIES 11.5'-12.0'
NB TURN LANE /
MEDIAN
VARIES 10.5'-10.9'
NB TRAVEL LANE
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
NST
3
:
1
NST 3:1
1.0' SHY
1.0' SHY
ROW
VARIES 67.0'-93.0'
EXISTING CEMENT CONC.
CURB, LIMITS VARY
VARIES 58.0'-92.8'
ROW
VARIES VARIES
VARIES VARIES
1.5%
1.5%
MATCH
EX.
VARIES 7.0'-12.0'
KING COUNTY
METRO STATION
/SIDEWALK
VARIES
4.0'-4.6'
VARIES 0.0'-11.0'
SB BAT LANE
1.0' MIN
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
NST 3:1
1.0' SHY
ROW
1.5%MATCH
EX.
VARIES 0.0' - 11.0'
SB BAT LANE
VARIES
4.0'-19.0'
1.0' MIN
VARIES 7.0'-8.0'
SIDEWALK
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
NST 3:1
1.0' SHY
ROW
1.5%MATCH
EX.MATCH
EX.
EXISTING YELLOW PRECAST
DUAL FACED SLOPED
MOUNTABLE CURB
VARIES
2.0'-17.6'VARIES
3.0'-17.7'
VARIES
6.9'-17.9'
VARIES
6.2'-14.0'
C:
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A
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:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS12
54
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
FOR REFERENCE ONLY
MARCH 2026
4.0'4.0'
VARIES 10.0'-13.6'
KING COUNTY
METRO STATION
/SIDEWALK
VARIES 7.0'-12.0'
KING COUNTY
METRO STATION
/SIDEWALK
SCALE:
SR 515 - TYPICAL SECTION - SE 200TH ST
NTS
SR 515 386+12 TO SR 515 388+63
11.7'
NB TRAVEL LANE
VARIES 10.4'-10.8'
NB TRAVEL LANE
VARIES 10.7'-10.9'
SB TRAVEL LANE
VARIES 11.3'-12.0'
SB TRAVEL LANE
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
CEMENT CONCRETE
TRAFFIC CURB AND
GUTTER
1.0' SHY 1.0' SHY
12.2'
NB LEFT TURN LANE
ROWROW
VARIES VARIES 1.5%1.5%
1.0' MIN1.0' MIN
MATCH
EX.
MATCH
EX.
SCALE:
SR 515 - TYPICAL SECTION - SE 204TH ST
NTS
11.5'
SB TRAVEL LANE
EXISTING
SIDEWALK
4.0'
SR 515 374+20 TO SR 515 376+37
11.2'
SB TRAVEL LANE
10.5'
NB TRAVEL LANE
11.2'
NB TRAVEL LANE
EXISTING CEMENT CONC.
CURB AND GUTTER
NST 3:1
1.0' SHY
1.0' SHY
57.4'
ROWROW
VARIES VARIESMATCH
EX.
11.0'
NB LEFT TURN LANE
CHAIN LINK FENCE
7.5'
VARIES 0.0' - 5.0'
PLANTER
VARIES 5.7'-17.9'
SIDEWALK
CEMENT
CONCRETE
TRAFFIC CURB
AND GUTTER
1.5%
1.0' MIN
VARIES 0.0'-12.0'
PLANTER
VARIES 58.3'-59.6'
C:
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S
D
O
T
_
C
H
A
N
N
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS13
55
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
FOR REFERENCE ONLY
MARCH 2026
11.0'±
SB TRAVEL LANE
11.0'±
SB LEFT TURN LANE
11.0'±
NB TRAVEL LANE
12.0'±
NB TRAVEL LANE
VARIESVARIES
TRAFFIC CURB AND GUTTER
EX CEMENT CONC.
CURB AND GUTTER
1.0'
SHY
VARIES, 5.0'-10.0'
KING COUNTY
METRO STATION/
SIDEWALK
EX
SIDEWALK
11.0±
SB TRAVEL LANE
39.0'
EX ROW
39.0'
EX ROW
11.5' ±
SB TRAVEL LANE
12.0' ±
SB TRAVEL LANE
10.0'±
TWLT LANE/
RAISED MEDIAN
11.0'±
NB TRAVEL LANE
12.0'±
NB TRAVEL LANE
1.0'
SHY
VARIES, 5.0'-10.0'
KING COUNTY
METRO STATION/
SIDEWALK
TRAFFIC CURB AND GUTTER
TRAFFIC CURB AND GUTTER
0.5'
CURB
VARIES, 5.0'-10.0'
KING COUNTY
METRO STATION/
SIDEWALK
NST
3
:
1
1.0'
PRECAST SLOPED
MOUNTABLE CURB
30.0'±
EX ROW
30.0'±
EX ROW
1.0'
EX SHY
0.5'
EX CURB
4.0'
0.5'
CURB
1.5%
1.0'1.0'
VARIESVARIES
0.5'
CURB
4.0'
1.0'
SHY
1.5%
4.0'
SR 515 439+39 TO SR 515 440+86
SR 515 439+69 TO SR 515 439+97
1.5%
8.0'
RETAINING WALL,
AS SHOWN ON PLANS
SR 515 438+75 TO SR 515 439+98
1.0'
NST
3
:
1
NST 4:
1
SCALE:
SR 515 - TYPICAL SECTION - SE 192ND ST
NTS
SR 515 417+60 TO SR 515 418+51
SCALE:
SR 515 - TYPICAL SECTION - SE 186TH ST
NTS
SR 515 438+75 TO SR 515 440+81
0.5'0.5'
C:
\
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0
3
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5
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;
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W
Y
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E
N
T
O
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.
d
w
g
;
X
-
A
L
I
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N
.
d
w
g
;
X
-
T
O
P
O
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS CHTS14
56
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
MP 5.30 TO MP 7.34
RENTON / KING COUNTY
SR 516
MP 0.00 TO MP 4.88SR 515
MP 6.37 TO MP 6.93SR 515
MP 2.77 TO MP 2.81I-405 LIMITED
ACCESS
FOR REFERENCE ONLY
MARCH 2026
VARIES, 0.0'-7.0'±
PAINTED MEDIAN
10.0'-12.0'±
SB TRAVEL LANE/
TWLT LANE
10.0'-11.0'±
SB TRAVEL LANE
11.0'±
NB TRAVEL LANE
11.5'±
NB TRAVEL LANE
VARIES, 11.0'-12.5'±
SB TRAVEL LANE
VARIES, 10.0'-11.5'±
SB TRAVEL LANE
8.0'
SIDEWALK
TRAFFIC CURB AND GUTTER
VARIES
EX ROW
VARIES
EX ROW
NST 3:1
NST 4:
1
0.5'
CURB
1.5%
1.0'
SHY
VARIES,0.0-3.0'±
VARIES
0.5'
EX CURB
1.0'
EX SHY
EX
SIDEWALK
1.0'
EX CEMENT CONC.
CURB AND GUTTER
SCALE:
I-405 LIMITED ACCESS - TYPICAL SECTION - TALBOT RD S
NTS
SR 515 567+00 TO SR 515 579+59
C:
\
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3
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4
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2
0
2
5
-
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9
:
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:
3
6
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:
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D
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d
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-
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D
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D
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T
_
C
H
A
N
N
.
d
w
g
;
X
-
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D
W
Y
_
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N
T
O
N
.
d
w
g
;
X
-
A
L
I
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N
.
d
w
g
;
X
-
T
O
P
O
.
d
w
g
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
ROADWAY TYPICAL SECTIONS
CHTS15
57
A. VILLAR / A. BENCINI
J. TEAL
JACOBS
FOR REFERENCE ONLY
MP 5.30 TO MP 7.34
RENTON / KING COUNTY
SR 516
MP 0.00 TO MP 4.88SR 515
MP 6.37 TO MP 6.93SR 515
MP 2.77 TO MP 2.81I-405 LIMITED
ACCESS
MARCH 2026
4.4'1.
2
'
1.
2
'
11
.
0
'
11
.
0
'
9.
0
'
SR 515 206+21.70, 3.14' RT
BEGIN TAPER (4.52:1)
PC
SR 515 206+21.82, 4.13' RT
PT
SR 515 206+53.75, 4.76' LT
END TAPER (4.52:1)
SR 515 206+83.32, 4.34' RT
SR 515 206+87.71, 4.65' LT
SR 515 207+36.91, 3.49' LT
END TAPER (4.0:1)
PT
SR 515 206+97.71, 4.61' LT
SR 515 206+93.32, 4.37' RT
SR 515 207+04.80, 4.41' RT
BEGIN TAPER (4.0:1)
SR 515 206+19.64, 3.68' RT
CEMENT CONC. TRAFFIC CURB
YELLOW PRECAST
DUAL FACED SLOPED
MOUNTABLE CURB
DETECTABLE WARNING SURFACE
DETECTABLE WARNING SURFACE
YELLOW PRECAST
DUAL FACED SLOPED
MOUNTABLE CURB
R=0.5'
R=0.5'PLANTER
PLANTER
A=377 SF
A=198 SF
10.0'
SR 515 207+36.79, 4.48' LT
PC
SR 515 207+38.25, 4.08' LT
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
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2
2
,
2
0
2
6
-
0
8
:
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1
:
2
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N
.
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;
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N
T
.
d
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;
X
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;
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-
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.
d
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g
;
1
8
2
2
9
-
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V
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g
;
1
8
2
2
9
-
S
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S
_
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n
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.
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g
;
X
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N
-
C
H
A
N
N
_
R
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N
T
O
N
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
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S
_
C
H
A
N
.
d
w
g
;
X
-
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T
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S
_
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a
l
l
.
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w
g
;
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D
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Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
R
D
W
Y
_
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N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JANUARY 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
SR 515 (104TH AVE SE)
(SR 515-LINE)
SCALE:
RAISED ISLAND DETAIL
MIDBLOCK CROSSING NEAR SE 253RD PL
DETAIL
1"=10'
1
CH12
10'20'
SCALE IN FEET
0'
CHANNELIZATION PLAN
RAISED ISLAND DETAIL
1 OF 5
CHD1
58
A. BENCINI
G. FLORES
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
ISLAND AREA = 575 SF
ISLAND PERIMETER = 227 LF
NW 20, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
MARCH 2026
1.
0
'
1.
0
'
SR 515 268+45.95, 3.89' LT
END TAPER (1.2:1)
PT
SR 515 268+45.57, 4.72' LT
PC
SR 515 268+37.93, 5.48' RT
BEGIN TAPER (1.2:1)
SR 515 268+12.60, 4.74' LT
SR 515 268+03.89, 5.44' RT
SR 515 268+02.60, 4.75' LT
SR 515 267+93.89, 5.42' RT
SR 515 267+84.56, 4.77' LT
END TAPER (1.2:1)
SR 515 267+76.56, 4.58' RT
BEGIN TAPER (1.2:1)
PC
SR 515 267+76.94, 5.40' RT
PT
SR 515 268+46.03, 4.43' LT11
.
0
'
11
.
0
'
10
.
2
'
CEMENT CONC. TRAFFIC CURB
DETECTABLE
WARNING SURFACE
DETECTABLE
WARNING
SURFACE
PATTERNED PIGMENTED CEMENT CONC. PAVEMENT
PATTERNED
PIGMENTED
CEMENT CONC.
PAVEMENT
R=0.5'R=0.5'
A= 301 SF
A= 153 SF
10.0
10.0'
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
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k
d
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\
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0
0
3
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a
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0
4
3
9
6
4
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1
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2
PL
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D
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4
,
2
0
2
5
-
0
9
:
5
0
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1
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;
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;
K
C
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R
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W
S
D
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_
C
H
A
N
N
.
d
w
g
;
X
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P
V
_
K
E
N
T
.
d
w
g
;
X
-
R
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W
_
K
E
N
T
.
d
w
g
;
X
-
P
V
_
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E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
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.
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g
;
1
8
2
2
9
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.
d
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g
;
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-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
W
S
D
O
T
-
A
L
I
G
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
C
H
A
N
.
d
w
g
;
X
-
S
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T
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S
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r
a
l
l
.
d
w
g
;
X
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R
D
W
Y
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
K
E
N
T
_
W
S
D
O
T
.
d
w
g
;
X
-
R
D
W
Y
_
K
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N
T
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
SR 515 (104TH AVE SE)(SR 515-LINE)
SCALE:
RAISED ISLAND DETAIL
CROSSING AT SE 235TH ST
DETAIL
1"=10'
2
CH19
10'20'
SCALE IN FEET
0'
CHANNELIZATION PLAN
RAISED ISLAND DETAIL
2 OF 5
CHD2
59
A. BENCINI
G. FLORES
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
ISLAND AREA = 454 SF
ISLAND PERIMETER = 146 LF
NW 17, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
MARCH 202
1.
3
'
1.
1
'
SR 515 293+01.74, 4.79' RT
SR 515 292+67.45, 4.79' RT
SR 515 292+62.70, 0.04' RT
SR 515 292+67.45, 4.71' LT
SR 515 293+01.74, 4.71' LT
SR 515 293+50.77, 0.04' RT
SR 515 293+46.02, 4.71' LT
SR 515 293+46.02, 4.79' RTSR 515 293+11.74, 4.79' RT
SR 515 293+11.74, 4.71' LT
9.
5
'
11
.
0
'
11
.
0
'
R=4.75'
R=4.75'
CEMENT CONC. TRAFFIC CURB
DETECTABLE WARNING SURFACE
DETECTABLE WARNING SURFACE
PATTERNED PIGMENTED
CEMENT CONC. PAVEMENT
PATTERNED PIGMENTED CEMENT CONC. PAVEMENT
A = 316SF
A = 316 SF
10.0'
FLEXIBLE GUIDE POSTS AND RPMS PER
COK STD PLAN 6-94A (TYPICAL)FLEXIBLE GUIDE POSTS AND RPMS PER
COK STD PLAN 6-94A (TYPICAL)
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
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.
d
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-
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A
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d
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d
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g
;
X
-
S
N
-
C
H
A
N
N
IM
A
G
E
S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
SR 515 (104TH AVE SE)
(SR 515-LINE)
SCALE:
RAISED ISLAND DETAIL
MIDBLOCK CROSSING NEAR SE 228TH ST
DETAIL
1"=10'
3
CH20
10'20'
SCALE IN FEET
0'
CHANNELIZATION PLAN
RAISED ISLAND DETAIL
3 OF 5
CHD3
60
A. BENCINI
G. FLORES
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
ISLAND AREA = 632 SF
ISLAND PERIMETER = 178 LF
NW 17, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
MARCH 202
1.
4
'
1.
4
'
SR 515 308+27.00, 4.70' LT
SR 515 308+58.00, 4.70' LT
SR 515 308+62.75, 0.05' RT
SR 515 308+58.00, 4.80' RT
SR 515 308+27.00, 4.80' RT
SR 515 308+17.00, 4.70' LT
SR 515 307+86.00, 4.70' LT
SR 515 307+81.25, 0.05' RT
SR 515 307+86.00, 4.80' RT
SR 515 308+17.00, 4.80' RT
9.
5
'10.0'
11
.
0
'
11
.
0
'
R=4.75'
R=4.75'
CEMENT CONC. TRAFFIC CURB
DETECTABLE WARNING SURFACE
DETECTABLE WARNING SURFACE
PATTERNED PIGMENTED CEMENT
CONC. PAVEMENT
PATTERNED PIGMENTED CEMENT CONC. PAVEMENT
A =288 SF
A = 288 SFFLEXIBLE GUIDE POSTS AND RPMS
PERR COK STD PLAN 6-94A (TYPICAL)
FLEXIBLE GUIDE POSTS AND RPMS
PER COK STD PLAN 6-94A (TYPICAL)
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT
TO THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION SHALL BE INSTALLED PER WSDOT STANDARD
PLAN M SERIES, UNLESS OTHERWISE NOTED.
6.CROSSWALK CHANNELIZATION PER CITY OF KENT (COK)
STANDARD PLAN 6-37.
7.ALL TURN ARROW SYMBOLS SHALL BE INSTALLED PER CITY OF
KENT (COK) STANDARD PLAN 6-76.
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
C:
\
p
w
_
w
o
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k
d
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3
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IM
A
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:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
SR 515 (BENSON RD SE)
(SR 515-LINE)
SCALE:
RAISED ISLAND DETAIL
MIDBLOCK CROSSING NEAR SE 224TH ST
DETAIL
1"=10'
4
CH22
10'20'
SCALE IN FEET
0'
CHANNELIZATION PLAN
RAISED ISLAND DETAIL
4 OF 5
CHD4
61
A. BENCINI
G. FLORES
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
ISLAND AREA = 576 SF
ISLAND PERIMETER = 166 LF
NW 8 & 17, T22N, R05E, WM
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
MARCH 202
SR 515 439+73.76 (4.64' RT)
SR 515 439+77.76 (4.63' RT)
SR 515 439+77.77 (5.37' LT)
SR 515 439+73.75 (5.36' LT)
SR 515 439+87.75 (5.39' LT)
SR 515 439+91.75 (5.39' LT)
SR 515 439+87.76 (4.61' RT)
SR 515 439+91.76 (4.61' RT)
PRECAST SLOPED MOUNTABLE CURB
PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS
PRECAST SLOPED MOUNTABLE CURB
PAINT MEDIAN NOSE YELLOW WITH REFLECTIVE BEADS
10'
10'
R=5.00'
R=5.00'SR 515 439+96.76 (0.43' LT)
SR 515 439+68.76 (0.35' LT)
A=49 SF
A=49 SF
DETECTABLE WARNING SURFACE
DETECTABLE WARNING SURFACE
YELLOW CURB MOUNTED
DELINEATOR POSTS
YELLOW CURB MOUNTED
DELINEATOR POSTS
8.25'
(TYP)
LEGEND
LIMITED ACCESS
EXISTING RIGHT OF WAY
PROPERTY LINE
SECTION LINE
PROPOSED RIGHT OF WAY
GENERAL NOTES
1.ALL CURB RAMPS WITHIN PROJECT LIMITS ARE ADA COMPLIANT TO
THE MAXIMUM EXTENT FEASIBLE.
2.SEE CHTS SHEETS FOR TYPICAL SECTIONS.
3.SEE CHD SHEETS FOR TRAFFIC ISLAND DETAILS.
4.SEE CHDT SHEETS FOR CHANNELIZATION DETAILS.
5.CHANNELIZATION TO BE INSTALLED SHALL BE PER WSDOT
STANDARD PLAN M SERIES AND CITY OF RENTON STANDARD PLANS.
6.ALL DIMENSIONS MEASURED TO THE GUTTER LIP, UNLESS
OTHERWISE NOTED.
7.CROSSWALK CHANNELIZATION PER CITY OF RENTON (COR)
STANDARD PLAN 127.
C:
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;
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;
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IM
A
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:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE DECEMBER 2025G. FRANCO
1134237
KC001396 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
SR 515 (108TH AVE SE)
SE
1
8
6
T
H
S
T
SE
1
8
6
T
H
S
T
CHANNELIZATION PLAN
RAISED ISLAND DETAIL
5 OF 5
CHD5
62
A. VILLAR / A. BENCINI
C. CABANAS
JACOBS
K. CHANG YUEN
SW/SE 32, T23N, R05E, WM
10'20'
SCALE IN FEET
0'
(SR 515-LINE)
SCALE:
RAISED ISLAND DETAIL
MIDBLOCK CROSSING NEAR SE 186TH ST
DETAIL
1"=10'
5
CH36
ISLAND AREA = 259 SF
ISLAND PERIMETER = 67 LF
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
RENTON / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.90
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
MARCH 6
C:
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.
d
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IM
A
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S
:
REVISION DATE BY
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JANUARY 2026G. FRANCO
1134237
KC001396K. CHANG YUEN 63
APPROVED BY
CHECKED BY
ENTERED BY
DESIGNED BY
PLOTTED BY
DATE
TIME
FILE NAME
CHANNELIZATION PLAN
STRIPING DETAILS CHDT1
63
A. BENCINI
G. FLORES
JACOBS
KENT / KING COUNTY
SR 516
SR 515
SR 515
I-405 LIMITED
ACCESS
MP 5.30 TO MP 7.34
MP 0.00 TO MP 4.88
MP 6.37 TO MP 6.93
MP 2.77 TO MP 2.81
SCALE:
"BUS ONLY" PAVEMENT MARKING
DETAIL
NTS -
SCALE:
COMBINED CURB AND
GUTTER, 9 IN
DETAIL
NTS
6"
18"
1"
6"12"
5 1/2"
1" R
1/2" R 1/2" R9"
15
"
1.9" CURB AND GUTTER TO BE INSTALLED AT LOCATIONS IDENTIFIED
IN DESIGN ANALYSIS #2.
GENERAL NOTES
WSDOT NORTHWEST REGION
CHANNELIZATION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed
Print
ENGINEERING MANAGER
Date
Signed Date
Print
SCALE:
CEMENT CONCRETE RIBBON GUTTER
DETAIL
NTS
12"12"
#4 @ 12"
2
"
C
L
R
PORTLAND
CEMENT
CONCRETE
REINFORCING
3%3%
PAVEMENT
8"
#5 (TYP.)
MARC+