HomeMy WebLinkAboutAddendum 1 - Tukwila Interurban Ave S Overlay Contruction Project Draft PlansINTERURBAN AVE S REHABILITATION
FEDERAL AID PROJECT NUMBER NHPP 1391 (004)
599599
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MAYOR
THOMAS MCLEOD
CITY COUNCIL
VERNA SEAL, COUNCIL PRESIDENT
ARMEN PAPYAN
HANNAH HEDRICK
DENNIS MARTINEZ
KATE KRULLER
JOVITA MCCONNELL*
JOE TORRES CAMACHO*
JANE HO
SCHEDULE OF DRAWINGS
JEN TETATZIN
FEBRUARY 2026
INTERURBAN AVE S
DIRECTOR OF PUBLIC WORKS
100% REVIEW
SUBMITTAL
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700COV.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
02/26MD
02/26
02/26
AO
BC
NTS
02/2026
COVER
1
SHEET NO.SHEET TITLE
1 COVER
2 LEGEND & ABBREVIATIONS
3-4 ALIGNMENT PLAN, INDEX & SURVEY CONTROL PLAN
5 GENERAL NOTES
6-8 TYPICAL SECTIONS
9 DETAILS
10-23 SITE PREPARATION AND TESC PLANS
24-37 ROADWAY PAVING AND CHANNELIZATION PLANS
38-49 CURB RAMP DETAILS
50-56 SIGNALIZED ADA IMPROVEMENT PLAN & DETAILS
57-72 TRAFFIC CONTROL PLANS
MONUMENT IN CASE
SURFACE MONUMENT
PK NAIL
CATCH BASIN
STORM DRAIN MANHOLE
SEWER MANHOLE
POWER POLE WITH LUMINAIRE
POWER POLE WITH LUMINAIRE AND UNDERGROUND CONNECT
GUY ANCHOR
TRAFFIC SIGNAL
TRAFFIC SIGNAL WITH LUMINAIRE
JUNCTION BOX
STREET LIGHT (LUMINAIRE)
LOT LIGHT
MIC
MON
PAINTED POWER
PAINTED TELEPHONE
PAINTED WATER
PAINTED GAS
OVERHEAD UTILITY LINE (GENERIC)
SEWER
FENCE
PAINTED STRIPE
PAINTED SKIP STRIPE
EDGE OF PAVEMENT
FLOWLINE
CONTOUR
CONCRETE
ASPHALT/CONCRETEAC
TELEPHONE MANHOLE
TELEPHONE RISER
TV MANHOLE
TV RISER
GAS VALVE
WATER VALVE
WATER METER
FIRE HYDRANT
IRRIGATION CONTROL VALVE
UTILITY VAULT LID (GENERIC/UNKNOWN)
GUARD POST
SIGN
SHRUB
DECIDUOUS TREE, DIAMETER (# OF TRUNKS)
CONIFEROUS TREE, DIAMETER (# OF TRUNKS)
T
U
GP
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TV
T
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700INDX.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
HMA CL 1/2" PG 58H-22 (OVERLAY)
THICKENED EDGE
GRINDING AND PAVING LIMITS
SAWCUT
HMA CL 1/2" PG 58H-22 (FULL DEPTH)
CEMENT CONC. PAVEMENT
CRUSHED SURFACING TOP COURSE
INLET PROTECTION PER WSDOT STD PLAN I-40.20
GRASS RESTORATION AREA
SURFACE FLOW DIRECTION
ABBREVIATIONS
AC ASPHALT CONCRETE
ACP ASPHALT CONCRETE PAVEMENT
ADA AMERICANS WITH DISABILITIES ACT
AP ANGLE POINT
APPROX APPROXIMATE
APS ACCESSIBLE PEDESTRIAN SIGNAL
AVE AVENUE
AWG AMERICAN WIRE GUAGE
BLDG BUILDING
BRNG BEARING
CB CATCH BASIN
CCP CEMENT CONCRETE PAVEMENT
CDF CONTROLLED DENSITY FILL
CHLK CHAINLINK
℄ CENTERLINE
CL CLASS
CO CLEANOUT
CONC CONCRETE
COT CITY OF TUKWILA
COL COLUMN CONC CONCRETE
CSBC CRUSHED SURFACING BASE COURSE
CSTC CRUSHED SURFACING TOP COURSE
DI DUCTILE IRON
DIA DIAMETER
DR DRIVE
DT DECIDUOUS TREE
DW DRIVEWAY
DWS DETECTABLE WARNING SURFACE
E EAST OR EASTING
EA EACH
ELEV ELEVATION
EOP EDGE OF PAVEMENT
EVPE EMERGENCY VEHICLE PRE-EMPTION
DETECTOR
EX EXISTING
FF FINISHED FLOOR
FL FLOW LINE
FO FIBER OPTIC
FT FEET
FOC FACE OF CURB
HMA HOT MIX ASPHALT
HORIZ HORIZONTAL
HP HIGH POINT
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCH/INCHES
JB JUNCTION BOX
L LENGTH
LBS POUNDS
LF LINEAR FEET
LN LANE
LP LOW POINT
LT LEFT
MAX MAXIMUM
MIN MINIMUM
MH MANHOLE
MIC MONUMENT IN CASE
MJ MECHANICAL JOINT
MON MONUMENT
MPH MILE PER HOUR
MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES
N NORTH OR NORTHING
NAVD NORTH AMERICAN VERTICAL DATUM
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OL OVERLAP
P POWER
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVATURE
PCCP PERVIOUS CEMENT CONCRETE PAVEMENT
PI POINT OF INTERSECTION
POB POINT OF BEGINNING
POE POINT OF ENDING
PPB PEDESTRIAN PUSH BUTTON
PRC POINT OF REVERSE CURVATURE
PS PEDESTRIAN SIGNAL
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE OR
POINT OF VERTICAL CURVATURE
PVT POINT OF VERTICAL TANGENT
PVI POINT OF VERTICAL INTERSECTION
R RADIUS
RD ROAD
RDWY ROADWAY
ROW RIGHT OF WAY
RPM RAISED PAVEMENT MARKER
RT RIGHT
S SLOPE OR SOUTH
SCH SCHEDULE
SCL SEATTLE CITY LIGHT
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SE SOUTHEAST
SHT SHEET
SQ SQUARE
SR STATE ROUTE
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
ST STREET
STA STATION
STD STANDARD
STCR STRUCTURE
SW SOUTHWEST
TAN TANGENT
TESC TEMPORARY EROSION AND SEDIMENT
CONTROL
THRU THROUGH
TRL TRAIL
TYP TYPICAL
VD VEHICLE DETECTION
VERT VERTICAL
W WEST
WSDOT WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION
YD YARD DRAIN
EXISTING LEGEND PROPOSED LEGEND
02/26MD
02/26
02/26
AO
BCC
NTS
02/2026
LEGEND & ABBREVIATIONS
DETECTABLE WARNING SURFACE
SIGN
2
YARD DRAIN
POWER POLE
P POWER VAULT
W WATER MANHOLE
INTERURBAN AVE S ALIGNMENT
NUMBER
L1
C1
L2
L3
L4
C2
L5
C3
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
START STA
10+00.00
11+50.53
11+83.27
12+94.64
14+76.46
16+63.33
17+04.49
20+21.06
20+72.09
25+59.35
26+48.81
29+45.06
30+63.26
35+16.65
39+64.46
42+02.84
46+57.30
48+01.95
52+74.98
58+17.11
61+16.62
66+48.60
NORTHING
176459.89
176576.99
176601.76
176683.63
176815.45
176950.36
176978.87
177188.64
177224.04
177576.75
177641.34
177855.26
177940.96
178269.41
178592.35
178765.26
179078.03
179172.85
179485.68
179839.00
180038.54
180392.97
EASTING
1288373.12
1288278.53
1288257.14
1288181.63
1288056.41
1287927.11
1287897.44
1287660.34
1287623.60
1287287.42
1287225.54
1287020.59
1286939.17
1286626.63
1286316.40
1286152.31
1285822.61
1285713.36
1285358.55
1284947.36
1284724.01
1284327.29
LENGTH
150.53'
32.74'
111.37'
181.82'
186.87'
41.16'
316.57'
51.04'
487.26'
89.45'
296.26'
118.20'
453.38'
447.81'
238.38'
454.46'
144.65'
473.03'
542.13'
299.51'
531.99'
130.32'
BRNG/DELTA
N 38°55'57" W
3°45'06"
N 42°41'03" W
N 43°31'53" W
N 43°46'59" W
4°43'00"
N 48°29'59" W
4°52'25"
N 43°37'33" W
N 43°46'20" W
N 43°46'20" W
N 43°31'56" W
N 43°34'42" W
N 43°50'58" W
N 43°30'03" W
N 46°30'36" W
N 49°02'40" W
N 48°35'52" W
N 49°19'45" W
N 48°13'21" W
N 48°13'21" W
N 48°15'58" W
RADIUS
500.00'
500.00'
600.00'
PI STA
11+66.91
16+83.92
20+46.59
TAN
16.38'
20.59'
25.53'
L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19C1C2C310+00 12+00 15+00 18+00 21+00 24+00 27+00 30+00 33+00 36+00 39+00 42+00 45+00 48+00 51+00 54+00 57+00 60+00 63+00 66+00
48
T
H
P
L
S
I-5
O
F
F
-
R
A
M
P
I
-
5
I-
5
O
N
-
R
A
M
P
5
6
T
H
A
V
E
S
5
2
N
D
A
V
E
S
58TH
A
V
E
S
S 143
R
D
S
T
GREEN RIVER TRL
INTERURBAN AVE S
DUWAM
I
S
H
R
I
V
E
R
S 14
0
T
H
S
T
S
1
4
1
T
H
S
T
118
PK 222
SPIKE
120
PK
117
SPIKE
219
PK
220
SPIKE
217
PK
218
PK
216
X 116
PK
214
PK 215
PK
115
PK
114
PK 213
PK
212
PK 211
PK
113
PK 112
PK
111
PK 110
PK
109
PK
108
SPIKE 209
SPIKE
107
SPIKE
210
SPIKE
207
PK
106
SPIKE
208
SPIKE
105
SPIKE
205
SPIKE
206
SPIKE 104
SPIKE 203
SPIKE
103
SPIKE
202
SPIKE 102
SPIKE
D
U
W
A
M
I
S
H
R
I
V
E
R
HORIZONTAL AND VERTICAL DATUM
HORIZONTAL DATUM:NAD 83/11, NORTH ZONE
VERTICAL DATUM NAVD 88
HORIZONTAL AND VERTICAL DATUMS ESTABLISHED BY [RTK GPS
OBSERVATION UTILIZING WSRN (WASHINGTON STATE REFERENCE NETWORK)
WITH CHECKS TO WSDOT CONTROL POINT HC17-5.
NOTES
1.THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR CIVIL
ENGINEERING DESIGN. THIS IS NOT A BOUNDARY SURVEY. SOURCES
OF BOUNDARY INFORMATION AS SHOWN INCLUDE FIELD-TIED
MONUMENTATION, PLATS, COUNTY RECORDS OF SURVEY, AND AUDITOR
INDEXING INFORMATION.
2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS
SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR
AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR
SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR
SUBSURFACE EXPLORATION. CALL 1-800-424-5555.
3.FIELD SURVEY: PSOMAS, MARCH-APRIL, 2025. LICENSEE MICHAEL R.
BOWEN, P.L.S. NO. 29294/RONALD D. REICHEL, P.L.S. NO. 38015.
4.CONTOUR INTERVAL = 1 FOOT, ±0.5 FOOT PER NATIONAL MAPPING
STANDARDS. CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS.
5.STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER
OF LID TO CENTER OF LID.
6.THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE
NOT BEEN VERIFIED AND ARE APPROXIMATE.
7.DUCTS ARE NOTED AS INDICATED IN THE FIELD BY UTILITY LOCATORS.
MULTIPLE LINES AND/OR UTILITIES MAY SHARE DUCT RUNS; THIS MAY
NOT BE SHOWN IN THE DRAWING.
CONTROL POINT LIST
PT #
4
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
200
201
202
203
DESCRIPTION
SPIKE
PK
SPIKE
SPIKE
SPIKE
SPIKE
SPIKE
SPIKE
SPIKE
PK
PK
PK
PK
PK
PK
PK
PK
SPIKE
PK
PK
PK
SPIKE
SPIKE
SPIKE
SPIKE
NORTHING
181208.24
180764.55
180460.78
180266.24
180072.73
179900.33
179572.99
179396.07
179133.76
178942.70
178742.11
178573.04
178250.94
177897.84
177620.59
177345.32
177081.99
176811.83
176580.61
176052.47
176633.59
180675.48
180618.44
180317.64
180320.40
EASTING
1283474.30
1283984.69
1284314.34
1284536.92
1284742.04
1284935.37
1285304.85
1285527.51
1285801.03
1286026.77
1286239.48
1286403.04
1286709.57
1287046.23
1287310.63
1287557.91
1287849.55
1288108.16
1288324.82
1288682.57
1288560.84
1284082.12
1283978.60
1284474.01
1284503.43
ELEVATION
24.57'
23.02'
23.58'
23.42'
24.35'
22.54'
21.44'
22.70'
27.15'
29.20'
26.94'
24.75'
22.60'
21.65'
21.03'
21.28'
23.27'
24.30'
24.85'
27.78'
20.37'
23.76'
22.66'
23.14'
22.31'
CONTROL POINT LIST
PT #
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
230
231
DESCRIPTION
SPIKE
SPIKE
SPIKE
PK
SPIKE
SPIKE
SPIKE
PK
PK
PK
PK
PK
"X"
PK
PK
PK
SPIKE
SPIKE
SPIKE
SPIKE
PK
NORTHING
180009.84
179900.53
179986.67
179562.36
179634.44
179210.63
179120.61
177652.91
177542.41
177682.02
177250.26
177305.71
177028.59
176982.30
177031.58
176859.29
176789.00
176572.12
176638.94
181768.16
181484.61
EASTING
1284708.59
1284833.49
1284837.02
1285361.30
1285244.37
1285737.76
1285689.78
1287159.07
1287269.48
1287244.77
1287651.73
1287621.54
1287913.48
1287844.19
1287781.99
1288059.51
1288035.56
1288238.55
1288283.06
1282841.02
1283167.55
ELEVATION
24.23'
23.34'
22.99'
21.10'
21.35'
26.10'
26.75'
22.27'
22.42'
21.93'
22.16'
20.91'
24.14'
23.94'
23.84'
23.89'
25.13'
25.49'
24.85'
28.25'
26.19'
ALIGNMENT PLAN, INDEX & SURVEY
STA 10+00 TO STA 67+50
100% REVIEW
SUBMITTAL
J:
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P
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u
r
b
a
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A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
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e
s
\
9
T
U
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0
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0
0
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2/
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6
2
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5
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700INDX.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
02/26MD
02/26
02/26
AO
BCC
1"=200'
02/2026
3
2000100 400 600
SCALE IN FEET
PLAN
M
A
T
C
H
L
I
N
E
S
T
A
6
7
+
5
0
S
H
E
E
T
4
10 24 50 11 25 11 25
12 26
12 26 13 27
13 27 14 28 51 14 28 15 29 52 15 29 52 16 30 531024
SHEET LEGEND
SITE PREPARATION & TESC PLAN
ROADWAY PAVING & CHANNELIZATION PLAN
SIGNALIZED IMPROVEMENT PLAN
#
#
#
L19 L20 L21
L22
L23
L24 L25 L26
L27
L28
L29 L30
L31L32
C4 C5
C6
C7
C8 C9
C10
C1166+00
69+00
72+00
75+00
78+00
81+00
84+00
87+00 90+00 93+00
96
+
0
0
99
+
0
0
10
2
+
0
0
10
5
+
0
0
10
8
+
0
0
111+00 114+00 117+00
120+0
0
123+00
126+00 127+77
4
2
N
D
A
V
E
S
E M
A
R
G
I
N
A
L
W
A
Y
S
40
T
H
A
V
E
S
35TH LN S
GR
E
E
N
R
I
V
E
R
T
R
L
SR
5
9
9
AC
C
E
S
S
R
D
W
Y
INTERUR
B
A
N
A
V
E
S
SR 599 ON
-
R
A
M
P
G
A
T
E
W
A
Y
D
R
GA
T
E
W
A
Y
D
R
INT
E
R
U
R
B
A
N
A
V
E
S
MACADAM RD S
202
SPIKE 102
SPIKE
200
SPIKE
201
SPIKE
101
PK
4
SPIKE
231
PK
230
SPIKE
INTERURBAN AVE S ALIGNMENT
NUMBER
L20
L21
L22
L23
L24
C4
L25
L26
C5
L27
C6
L28
L29
C7
C8
C9
C10
L30
C11
L31
L32
START STA
67+78.92
68+64.65
70+30.62
79+46.32
84+77.30
86+44.67
87+08.20
88+77.58
90+32.40
92+19.46
93+08.54
95+42.95
105+75.38
108+73.81
110+54.22
112+78.18
115+69.27
119+10.63
123+01.97
126+86.90
127+34.35
NORTHING
180479.72
180536.79
180647.27
181256.50
181610.63
181724.36
181770.38
181900.29
182028.24
182195.47
182279.69
182508.93
183537.95
183834.80
184009.14
184213.96
184446.82
184659.38
184874.41
185117.51
185150.56
EASTING
1284230.04
1284166.07
1284042.21
1283358.58
1282962.94
1282840.15
1282796.40
1282687.72
1282600.55
1282517.53
1282488.53
1282440.55
1282356.67
1282326.05
1282280.11
1282190.69
1282017.46
1281751.21
1281424.24
1281127.78
1281093.74
LENGTH
85.73'
165.98'
915.70'
530.98'
167.37'
63.53'
169.38'
154.82'
187.06'
89.07'
234.41'
1032.43'
298.42'
180.41'
223.95'
291.10'
341.36'
391.34'
384.93'
47.44'
43.00'
BRNG/DELTA
N 48°15'58" W
N 48°15'58" W
N 48°17'36" W
N 48°10'07" W
N 47°11'39" W
7°16'49"
N 39°54'50" W
N 34°16'07" W
12°13'36"
N 18°59'48" W
8°15'45"
N 4°39'36" W
N 5°53'26" W
7°26'57"
12°49'36"
15°15'12"
12°28'51"
N 56°40'05" W
17°46'50"
N 45°50'56" W
N 45°50'56" W
RADIUS
500.00'
876.59'
1625.54'
1387.65'
1000.39'
1093.45'
1567.09'
1240.41'
PI STA
86+76.48
91+26.29
94+25.95
109+64.14
111+66.67
114+24.59
117+40.63
124+96.00
TAN
31.81'
93.89'
117.41'
90.33'
112.45'
146.41'
171.36'
194.03'
HORIZONTAL AND VERTICAL DATUM
HORIZONTAL DATUM:NAD 83/11, NORTH ZONE
VERTICAL DATUM NAVD 88
HORIZONTAL AND VERTICAL DATUMS ESTABLISHED BY [RTK GPS
OBSERVATION UTILIZING WSRN (WASHINGTON STATE REFERENCE NETWORK)
WITH CHECKS TO WSDOT CONTROL POINT HC17-5.
NOTES
1.THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR CIVIL
ENGINEERING DESIGN. THIS IS NOT A BOUNDARY SURVEY. SOURCES
OF BOUNDARY INFORMATION AS SHOWN INCLUDE FIELD-TIED
MONUMENTATION, PLATS, COUNTY RECORDS OF SURVEY, AND AUDITOR
INDEXING INFORMATION.
2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS
SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR
AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR
SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR
SUBSURFACE EXPLORATION. CALL 1-800-424-5555.
3.FIELD SURVEY: PSOMAS, MARCH-APRIL, 2025. LICENSEE MICHAEL R.
BOWEN, P.L.S. NO. 29294/RONALD D. REICHEL, P.L.S. NO. 38015.
4.CONTOUR INTERVAL = 1 FOOT, ±0.5 FOOT PER NATIONAL MAPPING
STANDARDS. CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS.
5.STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER
OF LID TO CENTER OF LID.
6.THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE
NOT BEEN VERIFIED AND ARE APPROXIMATE.
7.DUCTS ARE NOTED AS INDICATED IN THE FIELD BY UTILITY LOCATORS.
MULTIPLE LINES AND/OR UTILITIES MAY SHARE DUCT RUNS; THIS MAY
NOT BE SHOWN IN THE DRAWING.
CONTROL POINT LIST
PT #
4
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
200
201
202
203
DESCRIPTION
SPIKE
PK
SPIKE
SPIKE
SPIKE
SPIKE
SPIKE
SPIKE
SPIKE
PK
PK
PK
PK
PK
PK
PK
PK
SPIKE
PK
PK
PK
SPIKE
SPIKE
SPIKE
SPIKE
NORTHING
181208.24
180764.55
180460.78
180266.24
180072.73
179900.33
179572.99
179396.07
179133.76
178942.70
178742.11
178573.04
178250.94
177897.84
177620.59
177345.32
177081.99
176811.83
176580.61
176052.47
176633.59
180675.48
180618.44
180317.64
180320.40
EASTING
1283474.30
1283984.69
1284314.34
1284536.92
1284742.04
1284935.37
1285304.85
1285527.51
1285801.03
1286026.77
1286239.48
1286403.04
1286709.57
1287046.23
1287310.63
1287557.91
1287849.55
1288108.16
1288324.82
1288682.57
1288560.84
1284082.12
1283978.60
1284474.01
1284503.43
ELEVATION
24.57'
23.02'
23.58'
23.42'
24.35'
22.54'
21.44'
22.70'
27.15'
29.20'
26.94'
24.75'
22.60'
21.65'
21.03'
21.28'
23.27'
24.30'
24.85'
27.78'
20.37'
23.76'
22.66'
23.14'
22.31'
CONTROL POINT LIST
PT #
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
230
231
DESCRIPTION
SPIKE
SPIKE
SPIKE
PK
SPIKE
SPIKE
SPIKE
PK
PK
PK
PK
PK
"X"
PK
PK
PK
SPIKE
SPIKE
SPIKE
SPIKE
PK
NORTHING
180009.84
179900.53
179986.67
179562.36
179634.44
179210.63
179120.61
177652.91
177542.41
177682.02
177250.26
177305.71
177028.59
176982.30
177031.58
176859.29
176789.00
176572.12
176638.94
181768.16
181484.61
EASTING
1284708.59
1284833.49
1284837.02
1285361.30
1285244.37
1285737.76
1285689.78
1287159.07
1287269.48
1287244.77
1287651.73
1287621.54
1287913.48
1287844.19
1287781.99
1288059.51
1288035.56
1288238.55
1288283.06
1282841.02
1283167.55
ELEVATION
24.23'
23.34'
22.99'
21.10'
21.35'
26.10'
26.75'
22.27'
22.42'
21.93'
22.16'
20.91'
24.14'
23.94'
23.84'
23.89'
25.13'
25.49'
24.85'
28.25'
26.19'
ALIGNMENT PLAN, INDEX & SURVEY
STA 67+50 TO STA 127+77
100% REVIEW
SUBMITTAL
J:
\
P
N
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\
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9
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0
-
I
n
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r
u
r
b
a
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A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
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e
s
\
9
T
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0
1
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7
0
0
I
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.
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2/
1
3
/
2
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2
6
2
:
5
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P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700INDX.DWG
72
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REHABILITATION
REGISTERE D
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M A T T H E W D. DESM
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02/26MD
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02/26
AO
BCC
1"=200'
02/2026
4
2000100 400 600
SCALE IN FEET
PLAN
17 31 55
17 31
18 32
18 32 19 33
19
33
20
34
20
34
21
35
21 35 22 36
22 36
23 37
SHEET LEGEND
SITE PREPARATION & TESC PLAN
ROADWAY PAVING & CHANNELIZATION PLAN
SIGNALIZED IMPROVEMENT PLAN
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by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700INDX.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
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A
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02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
GENERAL NOTES
5
SITE PREP & TESC GENERAL NOTES
1.THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING,
AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE
INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE.
2.TOPOGRAPHICAL SURVEY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION.
3.PRIOR TO PLANING OPERATION, CONTRACTOR SHALL LOWER ALL UTILITY CASTINGS IN THE PLANING
AREA.
4.CONTRACTOR SHALL PRESERVE AND PROTECT ALL FRANCHISE AND CITY UTILITY
STRUCTURES IN THE PLANING AREA.
5.CONTRACTOR SHALL IDENTIFY, MEASURE, RECORD AND MARK IN THE FIELD ALL OVERLAY LIMITS
FOR CONTRACTOR AGENCY AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO SAWCUTTING.
6.CONTRACTOR SHALL PROTECT ALL EXISTING SURFACE FEATURES WITHIN AND OUTSIDE OF PROJECT
LIMITS, UNLESS NOTED ON THE PLANS.
7.EXISTING SIGNS NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED.
8.THE CONTRACTOR SHALL MAINTAIN A PEDESTRIAN PATHWAY AT ALL TIMES AS NOTED IN THE
STANDARD SPECIFICATIONS 1-07.23.
9.REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT.
ROADWAY GENERAL NOTES
1.THE LOCATION OF THE ALIGNMENT IS FOR GENERAL LAYOUT PURPOSES ONLY.
2.ADJUST ALL CITY UTILITIES AND MONUMENTS WITHIN ROADWAY PAVEMENT TO GRADE. ALL
FRANCHISE UTILITIES WITHIN THE ROADWAY LIMITS SHALL BE ADJUSTED TO ROADWAY PAVEMENT
GRADE AS NEEDED BY OTHERS. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY TO
FACILITATE ADJUSTMENT.
3.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL
SECTIONS AND DETAILS, SHEETS 6-9.
4.FOR CURB RAMP GRADING DETAILS, SEE CURB RAMP DETAILS, SHEETS 38-49.
5.INSTALL STORM DRAIN MARKER AT ALL CATCH BASIN INLETS ADJACENT TO AND WITHIN PROJECT
LIMITS. SEE DETAIL SHEET 9.
6.WORK WITHIN LIMITED ACCESS AREAS DEFINED HEREIN FROM STA 48+00 TO STA 64+00,
AND STA 66+00 TO STA 78+00, SHALL COMPLY TO WORKING HOURS ESTABLISHED BY
WSDOT CONSTRUCTION PERMIT AGREEMENT XX-XXXX.
CHANNELIZATION & SIGN GENERAL NOTES
1.FOR CHANNELIZATION AND SIGNING DETAILS, SEE WSDOT STANDARD PLANS UNLESS OTHERWISE
NOTED.
2.ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER COT STD
DETAIL RS-23A AND RS-23B.
ADA CURB RAMP GENERAL NOTES
1.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS.
COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER
WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS
REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER
2.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE
INSTALLED PER COT STD DETAIL RS-14.
3.FOR SIDEWALK AND CURB RAMP REMOVAL AND REPLACEMENT LIMITS SEE SITE
PREPARATION SHEETS 10-23.
VARIES
APPROX. STA 13+00 TO STA 15+10
LOOKING NORTH
NTS
VARIES
TYPICAL SECTION A
VARIES
EXIST SIDEWALK
VARIES
EXIST PLANTER
11'
CENTER LANE
11'
THRU LANE
11'
THRU LANE/
RIGHT TURN LANE
11'
THRU LANE
11'
THRU LANE
1.5' EXIST CURB AND GUTTER
VARIES
EXIST SIDEWALK
1.5' EXIST CURB AND GUTTER
FULL PAVEMENT DEPTH
REPLACEMENT
WIDTH VARIES.
SEE SECTION, SHEET 9
1 234
PROPOSED
CONSTRUCTION
ALIGNMENT
(LOCATION VARIES)
EXISTING
ROADWAY CROWN
(LOCATION VARIES)
VARIES
APPROX. STA 15+10 TO STA 47+20
STA 54+00 TO STA 68+30
STA 77+10 TO STA 87+80
LOOKING NORTH
NTS
VARIES
TYPICAL SECTION B
VARIES
EXIST SIDEWALK/TRAIL
VARIES
EXIST PLANTER
11'
CENTER LANE
11'
THRU LANE
11'
THRU LANE/
RIGHT TURN LANE
11'
THRU LANE
11'
THRU LANE
1.5' EXIST CURB AND GUTTER
VARIES
EXIST SIDEWALK
1.5' EXIST CURB AND GUTTER
4114
PROPOSED
CONSTRUCTION
ALIGNMENT
(LOCATION VARIES)
EXISTING
ROADWAY CROWN
(LOCATION VARIES)
14
VARIES
APPROX. STA 52+50 TO STA 54+00
LOOKING NORTH
NTS
VARIES
TYPICAL SECTION C
VARIES
EXIST SIDEWALK
VARIES
EXIST PLANTER
VARIES
EXISTING
CENTER MEDIAN
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
1.5' EXIST CURB AND GUTTER
VARIES
EXIST SIDEWALK
VARIES
EXIST PLANTER
1.5' EXIST CURB AND GUTTER
4114
PROPOSED
CONSTRUCTION
ALIGNMENT
(LOCATION VARIES)
11'
RIGHT TURN LANE
1'1'
MATERIAL CODE
MATERIALS DESCRIPTION
1 3" GRIND AND 3" FIBER REINFORCED HMA CL 12" PG 58H-22
OVERLAY.
2 6" HMA CL 12" PG 58H-22, PLACED IN 2-3" LIFTS.
3 6" COMPACTED CSTC.
4 EXISTING ROADWAY.
5 TOPSOIL TYPE A AND SEED LAWN INSTALLATION FOR EDGE
RESTORATION PER DETAIL, SHEET 9.
#
100% REVIEW
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PUBLIC WORKS DEPT.
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checked
proj eng
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field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700DET01.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
02/26MD
02/26
02/26
JA
JA
02/2026
TYPICAL SECTIONS
6
NTS
VARIES
APPROX. STA 72+00 TO STA 77+10
LOOKING NORTH
NTS
VARIES
TYPICAL SECTION D
VARIES
EXIST SIDEWALK
VARIES
EXIST PLANTER
VARIES
EXISTING
CENTER MEDIAN
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
1.5' EXIST CURB AND GUTTER
VARIES
EXIST SIDEWALK
VARIES
EXIST PLANTER
1.5' EXIST CURB AND GUTTER
4114
VARIES
APPROX. STA 15+10 TO STA 17+20
STA 47+20 TO STA 53+40
LOOKING NORTH
NTS
VARIES
TYPICAL SECTION E
VARIES
EXIST SIDEWALK
VARIES
EXIST PLANTER
11'
CENTER LANE
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
1.5' EXIST CURB AND GUTTER
VARIES
EXIST SIDEWALK
VARIES
EXIST PLANTER
1.5' EXIST CURB AND GUTTER
4114
WIDTH VARIES
RIGHT TURN LANE/
BUS PULLOUT
PROPOSED
CONSTRUCTION
ALIGNMENT
(LOCATION VARIES)
PROPOSED
CONSTRUCTION
ALIGNMENT
(LOCATION VARIES)
EXISTING
ROADWAY CROWN
(LOCATION VARIES)
VARIES
APPROX. STA 68+30 TO STA 73+60
LOOKING NORTH
NTS
VARIES
TYPICAL SECTION F
VARIES
EXIST SIDEWALK
VARIES
EXIST PLANTER
11'
LEFT TURN LANE/
CENTER MEDIAN
11'
LEFT TURN LANE
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
1.5' EXIST CURB AND GUTTER
VARIES
EXIST SIDEWALK
VARIES
EXIST PLANTER
1.5' EXIST CURB AND GUTTER
4114
11'
THRU LANE
PROPOSED
CONSTRUCTION
ALIGNMENT
(LOCATION VARIES)
EXISTING
ROADWAY CROWN
(LOCATION VARIES)11'
THRU LANE
1'1'
MATERIAL CODE
MATERIALS DESCRIPTION
1 3" GRIND AND 3" FIBER REINFORCED HMA CL 12" PG 58H-22
OVERLAY.
2 6" HMA CL 12" PG 58H-22, PLACED IN 2-3" LIFTS.
3 6" COMPACTED CSTC.
4 EXISTING ROADWAY.
5 TOPSOIL TYPE A AND SEED LAWN INSTALLATION FOR EDGE
RESTORATION PER DETAIL, SHEET 9.
#
100% REVIEW
SUBMITTAL
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
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proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700DET01.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
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E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
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A
I
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02/26MD
02/26
02/26
JA
JA
02/2026
TYPICAL SECTIONS
7
NTS
VARIES
APPROX. STA 94+20 TO STA 96+60
LOOKING NORTH
NTS
VARIES
TYPICAL SECTION H
12'
THRU LANE
12'
THRU LANE
4
8:1 MAX8:1 MAX
5
5
2'
PAVED SHOULDER
3'
GRASS SHOULDER
2'
PAVED SHOULDER
3'
GRASS SHOULDER
PROPOSED
CONSTRUCTION
ALIGNMENT
(LOCATION VARIES)
EXISTING
ROADWAY CROWN
(LOCATION VARIES)
1 234
VARIES
APPROX. STA 91+80 TO STA 94+20
LOOKING NORTH
NTS
VARIES
TYPICAL SECTION G
12'
THRU LANE
12'
THRU LANE
8:1 MAX8:1 MAX
5
5
2'
PAVED SHOULDER
3'
GRASS SHOULDER
2'
PAVED SHOULDER
3'
GRASS SHOULDER
PROPOSED
CONSTRUCTION
ALIGNMENT
(LOCATION VARIES)
EXISTING
ROADWAY CROWN
(LOCATION VARIES)
1 2 34
VARIES
CHAN
MEDIAN FULL PAVEMENT DEPTH
REPLACEMENT
WIDTH VARIES.
SEE SECTION, SHEET 9
FULL PAVEMENT DEPTH
REPLACEMENT
WIDTH VARIES.
SEE SECTION, SHEET 9
1
VARIES
APPROX. STA 96+60 TO STA 125+60
LOOKING NORTH
NTS
VARIES
TYPICAL SECTION I
12'
THRU LANE
12'
THRU LANE
4
8:1 MAX8:1 MAX
5
5
2'
PAVED SHOULDER
3'
GRASS SHOULDER
2'
PAVED SHOULDER
3'
GRASS SHOULDER
PROPOSED
CONSTRUCTION
ALIGNMENT
(LOCATION VARIES)
EXISTING
ROADWAY CROWN
(LOCATION VARIES)
14
1
1
MATERIAL CODE
MATERIALS DESCRIPTION
1 3" GRIND AND 3" FIBER REINFORCED HMA CL 12" PG 58H-22
OVERLAY.
2 6" HMA CL 12" PG 58H-22, PLACED IN 2-3" LIFTS.
3 6" COMPACTED CSTC.
4 EXISTING ROADWAY.
5 TOPSOIL TYPE A AND SEED LAWN INSTALLATION FOR EDGE
RESTORATION PER DETAIL, SHEET 9.
#
100% REVIEW
SUBMITTAL
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
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file no
no date revisions
designed
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checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700DET01.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
02/26MD
02/26
02/26
JA
JA
02/2026
TYPICAL SECTIONS
8
NTS
D
R
A
I
N
S T O R I V E R
NO DUMPIN
G
REVROTSNIA
R
D
★★
I
1.A 4" STAINLESS STEEL DISC PAINTED (BLUE) MARKER
"NO DUMPING DRAINS TO RIVER" SHALL BE INSTALLED
AT ALL GRATED CATCH BASIN LOCATIONS.
NTS
STORM DRAIN MARKER
N O
D UMPIN
G
★
★
NOTES:INSTALL STORM DRAIN MARKER
SEE DETAIL THIS SHEET AND NOTES BELOW
STORM DRAIN MARKER INSTALLATION LAYOUT
NTS
ROADWAY DRAINAGE STRUCTURE
CURB AND GUTTER
IF STORM DRAIN INLET IS ADJACENT TO CONCRETE CURB AND GUTTER, THE STORM
DRAIN MARKER SHALL BE PLACED AT THE TOP OF CURB CENTERED ALONG THE CURB
AND INLET AS SHOWN.
IF STORM DRAIN INLET IS NOT ADJACENT TO CONCRETE CURB AND GUTTER, STORM
DRAIN MARKER SHALL BE PLACED ON THE STREET SIDE OF THE INLET, CENTERED ON
THE INLET, AND WITH NO MORE THAN 12" SEPARATION FROM THE INLET. IF STORM
DRAIN INLET IS ADJACENT TO THICKENED EDGE, PLACE STORM DRAIN MARKER ON
THICKENED EDGE.
IF STORM DRAIN INLET IS ASSOCIATED WITH AN ADJACENT SIDEWALK OR PAVED
WALKWAY, ORIENT THE STORM DRAIN MARKER TOWARD THE SIDEWALK OR PAVED
WALKWAY
IF NO SIDEWALK OR PAVED WALKWAY EXISTS, ORIENT THE STORM DRAIN MARKER
TOWARD THE ROADWAY.
NOTE:
1.
3.
4.
2
TYPICAL CURB & GUTTER SECTION
NTS
2' TYP
LAWN SECTION
NTSNTS
HMA TRAIL SECTION
FULL DEPTH PAVEMENT REPLACEMENT SECTION
NTS
PAVEMENT REPAIR
WIDTH VARIES
SEE PLANS
1'
T
O
T
A
L
EX
C
A
V
A
T
I
O
N
PAVEMENT GRINDING LIMIT NOTES:
1.FINAL GRINDING LIMITS SHALL BE FIELD
LOCATED TO:
A.AVOID PONDING AND TO PROVIDE A
SMOOTH TRANSITION BETWEEN THE
EXISTING DRIVING SURFACE AND THE
NEW DRIVING SURFACE.
B.MATCH PREVIOUS OVERLAY LIMITS.
3"
G
R
I
N
D
A
N
D
3"
O
V
E
R
L
A
Y
NTS
PAVEMENT PLANING LIMITS DETAIL
2" CSTC
CEMENT CONCRETE SIDEWALK
PER COT STD DETAIL RS-09,
4" DEPTH
CEMENT CONCRETE TRAFFIC CURB &
GUTTER PER COT STD DETAIL RS-04
6'' HMA CL 12'' PG 58H-22
PLACED IN 2-3" LIFTS.
HMA OVERLAY WHERE
IDENTIFIED ON PLANS.
6" COMPACTED CSTC
2" CSTC
COMPACTED SUBGRADE
4" HMA CL 12" PG 58H-22 OR
MATCH EXISTING. WHICHEVER IS
GREATER
HMA OVERLAY WHERE
IDENTIFIED ON PLANS
EXISTING HMA,
DEPTH VARIES
6" HMA CL 12"
PG 58H-22
PLACED IN
2-3" LIFTS
VERTICAL SAWCUT
FULL DEPTH
TACK WITH PAVING
ASPHALT (TYP)
PAVEMENT REPAIR EXCAVATION
INCL. HAUL PAY LIMITS
6" COMPACTED CSTC
GRIND AND OVERLAY,
SEE PLANS
EXISTING ROADWAY
PAVEMENT
WHERE NEW ASPHALT PAVEMENT
JOINS EXISTING, THE NEW ASPHALT
PAVEMENT SHALL BE FLUSH WITH
EXISTING PAVEMENT. THE EXISTING
ASPHALT PAVEMENT SHALL BE CUT
TO A NEAT VERTICAL EDGE WITH
PLANING DEVICE AND TACKED AND
SEALED WITH AR4000. BROOM FINISH
COMPACTED SUBGRADE
TOPSOIL TYPE A AND SEEDED
LAWN INSTALLATION,
4" DEPTH MIN.
GRASS RESTORATION DETAIL
WIDTH SHOWN ON PLANS OR AS DIRECTED BY ENGINEER
RECYCLED CONCRETE SHALL NOT BE USED FOR EDGE RESTORATION.
WITHOUT THICKENED EDGE
NTS
TOPSOIL TYPE A AND SEEDED
LAWN FOR INSTALLATION. SEE
LAWN SECTION THIS SHEET.
EXISTING
ROADWAY
EXISTING GROUND
FRENCH DRAIN PROTECTION DETAIL
NTS
1.CONTRACTOR SHALL LAY SILT FABRIC AND PROTECT
FRENCH DRAIN PRIOR TO PLANING.
2.FRENCH DRAIN PROTECTION SHALL BE CLEANED AND
MAINTAINED BY THE CONTRACTOR TO ENSURE FULL
OPERATIONAL FUNCTIONALITY.
NOTES:
HMA OVERLAY WHERE
IDENTIFIED ON PLANS
GEO-TEXTILE SILT FABRIC
EXISTING CEMENT CONCRETE
SIDEWALK
EXISTING CEMENT CONCRETE
TRAFFIC CURB & GUTTER
EXISTING FRENCH DRAIN
HMA OVERLAY WHERE
IDENTIFIED ON PLANS
100% REVIEW
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PUBLIC WORKS DEPT.
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designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
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3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700DET01.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
02/26MD
02/26
02/26
BCC
BCC
02/2026
DETAILS
9
NTS
CB 1034
RIM 24.62'
CB 1091
119824.063BRK1 / CONC
119924.381BRK1 / CONC
120024.657BRK1 / CONC
120124.562BRK1 / CONC
120224.300BRK1 / CONC
120324.009BRK1 / CONC
T
V
RIM 24.86'
CB 1251
RIM 24.94'
RIM 24.89'
T
V
U
G
R
A
S
S
G
R
A
S
S
G
R
A
S
S
B
A
R
K
H
E
D
G
E
G
R
A
S
S
TV
INTERURBAN AVE S
S
1
4
3
R
D
S
T
MAULE AVE S
STA 13+00.00
16.31' RT6
STA 13+00.00
27.31' RT6
STA 13+00.05
0.00'10
STA 12+06.08
26.26' RT6
STA 11+73.70
53.22' RT6
STA 14+40.32
27.15' RT
8
11
9
1
1
7
1
1EX ROW PER GIS, TYP
1
10+00
11+00 12+00 13+00 14+00
42 LF
GATE VALVE (2)
SIGN
TREE
MANHOLE (2)
CATCH BASIN, TYP
128824.376BRK10 / CONC
CB 1315
RIM 23.24'
CB 1316
RIM 23.66'
135923.449BRK11 / CONC136023.763BRK11 / CONC136124.001BRK11 / CONC
136224.071BRK11 / CONC136324.046BRK11 / CONC 136423.787BRK11 / CONC 136523.533BRK11 / CONC
CB 1414
RIM 23.10'
145823.668BRK14 / CONC
145924.102BRK14 / CONC
146024.243BRK15 / CONC
146123.784BRK15 / CONC
T
V
T
V
T
V
T
V
T
V
CB 1513
RIM 24.51'
G
R
A
S
S
G
R
A
S
S
SMH #22586
RIM 24.63'
DT8"
YD 22588
RIM 24.69'YD 22589
RIM 24.66'
DT10"DT10"T DT12"
CB 22600
RIM 23.98'
CB 22601
RIM 23.41'
SDMH 22602
RIM 23.73'
SDMH 22603
RIM 23.75'
SDMH 22604
RIM 23.76'
SDMH 22605
RIM 23.79'
SDMH 22606
RIM 23.83'
CB 22608
RIM 23.56'
SDMH 22610
RIM 24.11'
SDMH 22611
RIM 24.16'
SDMH 22612
RIM 24.12'
SDMH 22613
RIM 23.08'
CB 22616
RIM 22.90'
DT14"
B
U
S
CT30"(2)
SMH #22635
RIM 23.72'SDMH 22636
RIM 23.54'
SDMH 22637
RIM 23.60'
CB 22645
RIM 23.22'
U
SMH #22654
RIM 25.40'
RIM 24.48'
CB 22663
RIM 23.40'
H
E
D
G
E
58
T
H
A
V
E
S
INTERURBAN AVE S
GREEN RIVER TRL
STA 15+10.42
17.23' RT 6
STA 15+05.38
26.32' RT 6
STA 15+03.86
27.14' RT 6
STA 17+22.25
23.42' LT6
STA 17+62.53
61.88' LT6 STA 17+96.95
56.21' LT 6
STA 18+09.11
31.89' LT 6
STA 17+34.50
28.65' RT 6
STA 17+60.56
52.74' RT 6
STA 18+08.52
31.61' RT 6
STA 17+97.01
45.20' RT 6
STA 14+87.41
43.01' RT
STA 14+87.42
27.10' RT
STA 14+57.53
27.09' RT
STA 14+57.55
43.60' RT
STA 14+40.32
27.15' RT
STA 17+81.55
83.11' LT10
STA 17+77.28
55.93' RT 10
11
8
7
8
7
8
8
8
7
7
6
4
7
7
3
11
3
1
1 1
1
1
1
13
13
9
1
EX ROW PER GIS, TYP
EX ROW PER GIS, TYP
1
1
1
1
1
1
1
1
114+00 15+00 16+00 17+00 18+00
35 LF
20 LF
23 LF
28 LF
63 LF
27 LF
JUNCTION
BOX (4)
JUNCTION BOX
WATER METER (2)
FIRE HYDRANT WATER METER
JUNCTION BOX
JUNCTION
BOX
JUNCTION BOX
30 LF
124 LF
TYP
JUNCTION BOX,
SIGN
MANHOLE (5)
MANHOLE
GAS VALVE
POWER POLE
JUNCTION BOX
TREE
CATCH BASIN, TYP
CATCH BASIN, TYP
MANHOLE
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PRESERVE AND PROTECT EXISTING SIGNAL POLE. PROTECT
FOUNDATION DURING SIDEWALK EXCAVATION.
PRESERVE AND PROTECT SCL UTILITY VAULT. PROVIDE TEMPORARY
ASPHALT APRON.
SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
SAWCUT AND REMOVE EXISTING CEMENT CONC. CURB AND GUTTER.
SAWCUT AND REMOVE EXISTING CEMENT CONC. SIDEWALK.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
FULL DEPTH PAVEMENT REPLACEMENT PER DETAIL, SHEET 9.
REMOVE CEMENT CONC. CURB.
1
3
4
6
7
8
9
10
11
13
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
100% REVIEW
SUBMITTAL
J:
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PUBLIC WORKS DEPT.
date
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file no
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designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP01-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
1
4
+
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1
8
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S
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1
1
02/26MD
02/26
02/26
BCC
BCC
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 10+00 TO STA 18+60
10
EX ROW PER GIS, TYP
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PRESERVE AND PROTECT SCL UTILITY VAULT. PROVIDE TEMPORARY
ASPHALT APRON.
SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
SAWCUT AND REMOVE EXISTING CEMENT CONC. CURB AND GUTTER.
SAWCUT AND REMOVE EXISTING CEMENT CONC. SIDEWALK.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
INSTALL INLET PROTECTION AND PROTECT TRENCH DRAIN PER
1
4
6
7
8
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
SMH #21664
RIM 22.60'
T
DT12"DT14"
T
CB 21676
RIM 22.10'
DT6"
T
DT12"
CB 21683
RIM 22.12'
DT6"DT8"
DT10"DT12"
CB 21689
RIM 20.68'
DT12"
CB 21694
RIM 21.01'
CB 21695
RIM 21.23'
DT6"
DT4"DT4"
DT6"DT6"
DT10"
CB 21713
RIM 20.73'
PALM 6"
DT6"DT6"
CB 21719
RIM 21.30'
CB 21720
RIM 21.35'
DT6"DT6"DT6"
DT4"
DT4"DT4"
DT8"DT8"
H
E
D
G
E
H
E
D
G
E
TV
GREEN RIVER TRL
INTERURBAN AVE S
STA 21+31.99
31.59' RT6 STA 21+86.69
31.92' RT 6STA 21+44.78
45.71' RT 6
STA 21+75.97
45.42' RT 6STA 21+60.59
55.45' RT 10
6
6
7
1
7
1
9
EX ROW PER GIS, TYP
1
1
19+00
20+00 21+00 22+00 23+00
20 LF 16 LF
JUNCTION
JUNCTION BOX AND SIGN JUNCTION BOX
JUNCTION
TYP
JUNCTION BOX,
MANHOLE
MIC
216821.442BRK41216921.214BRK41217021.080BRK41
217121.388BRK40217221.219BRK40217320.978BRK40
SDMH 2174
RIM 21.12'
CB 2190
RIM 21.22'
DT8"DT10"
T
V
SDMH 2228
RIM 21.78'
CB 2229
RIM 21.50'
CB 2230
RIM 21.47'
CB 2231
RIM 21.51'
SDMH 2232
RIM 22.30'
SDMH 2233
RIM 22.39'SMH #2234
RIM 21.84'
229721.671BRK44
229821.676BRK43
DT8"(2)
CB 2363
RIM 21.12'
CB 2377
RIM 20.92'CB 2397
RIM 21.19'
250222.150BRK50 / AC
250322.150BRK50 / AC
250422.082BRK50 / AC
250521.977BRK50 / AC
250621.342TOE50 / AC250721.302TOE50 / AC
250821.329TOE50 / AC
250921.362TOE50 / AC
251021.423TOE50 / AC
251221.761TOE50 / AC ST
O
P
259422.181BRK55 / CONC
260322.308BRK57 / CONC
YD 2656
RIM 21.68'
268222.150BRK58
CB 2707
RIM 21.93'
CB 2708
RIM 22.13'
CB 2713
RIM 21.70'
T
V
T
V
CB 2767
RIM 21.68'
DT10"DT6"DT12"DT12"DT10"
BOL
BOL
BOL
281320.991BRK60 / AC 281421.240BRK60 / AC
SMH #2819
RIM 20.90'
U
U
U
U
U
H
E
D
G
E
H
E
D
G
E
H
E
D
G
E
H
E
D
G
E
H
E
D
G
E
H
E
D
G
E
H
E
D
G
E
H
E
D
G
E
G
R
A
S
S
G
R
A
S
S
B
A
R
K
B
A
R
K
DT8"
S
1
4
0
T
H
S
T
INTERURBAN AVE S
GREEN RIVER TRL
STA 25+83.07
47.72' RT 6
STA 26+27.47
31.43' RT 6
STA 26+13.85
61.60' RT 6
STA 27+41.49
45.29' LT 6
STA 27+55.50
26.64' LT 6
STA 27+11.28
27.12' LT6
STA 27+24.86
54.72' LT6
STA 25+69.45
30.19' RT6
STA 27+33.16
59.69' LT 10
STA 25+99.49
63.61' RT10
57
T
H
A
V
E
S
6
68
8
8
8
77
1
1
7
1
1
7
9
1
1
EX ROW PER GIS, TYP
1
1
EX ROW PER GIS, TYP
1
1
24+00 25+00 26+00 27+00 28+00
22 LF
32 LF
21 LF28 LF
VAULT
MICMIC
VAULT
TYP
SIGN
SIGN
MANHOLE (2)
GATE VALVE (4)
MANHOLE
CATCH BASIN, TYP
100% REVIEW
SUBMITTAL
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PUBLIC WORKS DEPT.
date
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file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP01-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
2
3
+
4
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2
8
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0
S
H
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2
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
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S
T
A
1
8
+
6
0
S
H
E
E
T
1
0
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 18+60 TO STA 28+00
11
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PLANING BITUMINOUS PAVEMENT.
INSTALL INLET PROTECTION AND PROTECT TRENCH DRAIN PER
DETAIL, SHEET 9.
1
9
12
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
DT8"(2)
232622.195BRK45
232822.269BRK45
233122.343BRK45
233322.420BRK45233422.422BRK45 CGB44 233722.418BRK46 233822.159BRK46 234322.101BRK46 234422.010BRK46
TV
T
TV
INTERURBAN AVE S
GREEN RIVER TRL
9 12
EX ROW PER GIS, TYP
EX ROW PER GIS, TYP
1
1
28+00 29+00 30+00 31+00 32+00
TYP TYP
MANHOLE (2)
MANHOLE
TVTVTV
TVINTERURBAN AVE S
GREEN RIVER TRL
912
EX ROW PER GIS, TYP
EX ROW PER GIS, TYP
1
1
33+00 34+00 35+00 36+00
TYPTYP
MANHOLE
MANHOLE (3)
100% REVIEW
SUBMITTAL
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PUBLIC WORKS DEPT.
date
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file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP01-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
MA
T
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3
2
+
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MA
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3
6
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02/26MD
02/26
02/26
BCC
BCC
MA
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S
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A
2
8
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0
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1
1
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 28+00 TO STA 36+80
12
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PLANING BITUMINOUS PAVEMENT.
INSTALL INLET PROTECTION AND PROTECT TRENCH DRAIN PER
1
9
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
TV
INTERURBAN AVE S
GREEN RIVER TRL9
EX ROW PER GIS ,TYP
EX ROW PER GIS, TYP
1
37+00 38+00 39+00 40+00 41+00
TYP
MANHOLE
H
E
D
G
E
DT10"DT10"
TV
T
INTERURBAN AVE S
GREEN RIVER TRL
9
1
EX ROW PER GIS, TYP
1
141+00
42+00 43+00 44+00 45+00
TYP
MIC
MANHOLE
MANHOLE
100% REVIEW
SUBMITTAL
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PUBLIC WORKS DEPT.
date
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file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
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O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP01-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
4
1
+
0
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
4
1
+
0
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
4
5
+
8
0
S
H
E
E
T
1
4
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
3
6
+
8
0
S
H
E
E
T
1
2
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 36+80 TO STA 45+80
13
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
INSTALL INLET PROTECTION AND PROTECT TRENCH DRAIN PER
1
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
CB 19241
RIM 26.87'
CB 19242
RIM 27.05'
CB 19248
RIM 27.89'
CB 19249
RIM 27.46'
DT10"DT8"
SMH #19261
RIM 26.71'
CB 19262
RIM 26.70'
U
DT10"DT10"DT10"DT10"
U
CB 19277
RIM 25.87'
CB 19282
RIM 25.75'
CB 19286
RIM 25.34'
CB 19287
RIM 24.81'
U
U
T CB 19295
RIM 25.17'
CB 19296
RIM 25.09'
CB 19300
RIM 27.19'
CB 19306
RIM 26.10'
B
U
S
B
U
S
B
I
K
E
S
46+00 47+00 48+00 49+00 50+00
TYP
5
6
T
H
A
V
E
S
52
N
D
A
V
E
S
INTERURBAN AVE S
GREEN RIVER TRL
STA 47+44.11
66.77' LT 10
STA 47+64.20
65.35' RT 10
MIC
GATE VALVE (2)
GATE VALVE
MANHOLE
MANHOLE
MANHOLE
9
1
EX ROW PER GIS, TYP
1
1
1
1
1
SMH #1593
RIM 20.80'
T
V
T
V
CB 1596
RIM 21.09'CB 1598
RIM 20.64'
163221.111BRK20 / CONC163321.125BRK20 / CONC164121.072BRK20 / CONC
164320.783BRK21
164721.047BRK20 / CONC
164920.731BRK21
165321.039BRK20 / CONC
165621.042BRK20 / CONC
165921.055BRK20 / CONC
166220.732BRK21
166620.985BRK20 / CONC
167020.960BRK20 / CONC RLF20 BOL
173221.863BRK23 / CONC173321.725BRK23 / CONC
173421.538BRK23 / CONC173721.862BRK22 / CONC
173821.773BRK22 / CONC 173921.377BRK23 / CONC FL22 / CONC
174221.736BRK22 / CONC
174321.679BRK22 / CONC
174621.636BRK22 / CONC
CB 1774
RIM 20.24'CB 1775
RIM 21.23'
CB 1776
RIM 21.16'
181821.497BRK25 / CONC
181921.351BRK25 / CONC
SDMH 1900
RIM 20.81'
SMH #1922
RIM 21.31'
195920.284BRK31
196020.313BRK30
204120.565BRK33 / AC
204220.535BRK33 / AC204320.540BRK33 / AC
205520.556BRK36 / AC205620.476BRK36 / AC
205720.331BRK36 / AC
206020.227BRK36 / AC
206120.181BRK36 / AC FL30 / AC
METE
R
E
D
MET
E
R
E
D
X-
W
A
L
K
X-
W
A
L
K
ST
O
P
DT10"DT10"
DT10"
F
R
E
E
W
A
Y
6
'
C
H
L
K
J
E
R
S
E
Y
B
A
R
R
I
E
R
51+00 52+00 53+00 54+00
CURB
CURB
INTERURBAN AVE S
GREEN RIVER TRL
I-
5
R
A
M
P
TYP
STA 53+92.77
73.31' RT 10
MIC
GATE VALVE
MANHOLE (2)
GATE VALVE
GATE VALVE
1
1
9
1
EX ROW PER GIS, TYP
1
1
1
1
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
S
P
0
2
-
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.
d
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2/
1
3
/
2
0
2
6
2
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5
6
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M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
5
0
+
2
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
5
0
+
2
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
5
4
+
8
0
S
H
E
E
T
1
5
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
4
5
+
8
0
S
H
E
E
T
1
3
PLAN
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 45+80 TO STA 54+80
14
TV
T
U U
CB 11949
RIM 23.67'
CB 11950
RIM 23.69'
CB 11951
RIM 23.05'
T
DT12"
DT18"
DT8"DT8"
DT8"
DT8"DT6"
P
P
P
DT10"
DT10"
59+00 60+00 61+00 62+00 63+00
29 LF
52 LF
VAULTS (3)
TYP
40 LF
48
T
H
P
L
S
I-5
R
A
M
P
INTERURBAN AVE S
STA 58+94.33
53.01' RT 6
STA 58+66.73
26.05' RT 6
STA 59+75.83
32.31' RT6
STA 60+10.45
27.43' RT6 STA 60+49.09
61.98' RT 6
STA 61+15.49
27.25' RT 6
STA 60+81.21
60.71' RT6
STA 59+14.71
62.03' RT 10 STA 60+68.64
61.24' RT10SIGNSIGNSIGN
POWER VAULT (3)
POWER VAULT (2)
MIC
MANHOLE
GATE VALVE (2)
MANHOLE
MANHOLE
GATE VALVE (2)
STA 59+51.24
44.49' RT6
8
6 8 6 8
3 3
1
1
9
1
6
7
7
7
1 1 1
1
1
1
1
1
1
EX ROW PER GIS, TYP
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PRESERVE AND PROTECT EXISTING SIGNAL POLE. PROTECT
FOUNDATION DURING SIDEWALK EXCAVATION.
PRESERVE AND PROTECT SCL UTILITY VAULT. PROVIDE TEMPORARY
ASPHALT APRON.
SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
SAWCUT AND REMOVE EXISTING CEMENT CONC. CURB AND GUTTER.
SAWCUT AND REMOVE EXISTING CEMENT CONC. SIDEWALK.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
1
3
4
6
7
8
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
TV
U
UU
T
55+00 56+00 57+00 58+00
VAULTS (3)
TYP
I-
5
I
-
5
INTERURBAN AVE S
MANHOLE MANHOLE
9
1 1
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
S
P
0
2
-
C
.
d
w
g
2/
1
3
/
2
0
2
6
2
:
5
6
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
5
8
+
6
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
5
8
+
6
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
6
3
+
4
0
S
H
E
E
T
1
6
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
5
4
+
8
0
S
H
E
E
T
1
4
PLAN
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 54+80 TO STA 63+40
15
DT6"DT6"DT6"
SDMH 13014
RIM 23.28'
DT6"DT6"
DT6"
DT14"DT14"DT12"DT8"DT8"DT8"DT6"
DT6"
DT6"DT10"DT10"
DT10"DT10"
DT6"
DT6"
T
T
64+00 65+00 66+00 67+00
40 LF 31 LF 14 LF
11 LFWATER METER SDMH
JUNCTION BOX
TYP
JUNCTION BOX
INTERURBAN AVE S
STA 63+90.63
27.24' RT6
STA 64+63.27
48.14' RT 6
STA 64+88.82
28.13' RT 6
STA 64+22.62
52.77' RT6
STA 66+14.48
32.60' RT6 STA 66+87.37
33.13' RT 6STA 66+78.24
41.28' RT6
STA 66+23.80
40.86' RT 6STA 64+42.08
55.38' RT 10
STA 66+51.19
51.61' RT 10
MANHOLE (2)
7
8
7
8
8 8
1
1
7
7
9
1
1
1
EX ROW PER GIS, TYP
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
SAWCUT AND REMOVE EXISTING CEMENT CONC. CURB AND GUTTER.
SAWCUT AND REMOVE EXISTING CEMENT CONC. SIDEWALK.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
1
6
7
8
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
DT6"DT6"
SDMH 16135
RIM 21.11'
DT12"
CB 16142
RIM 22.48'
DT10"
UU
UU
CB 16157
RIM 22.72'
T
SMH #16179
RIM 23.24'
CB 16181
RIM 22.95'
SDMH 16182
RIM 23.07'
DT12"DT12"
SMH #16190
RIM 22.29'
CB 16193
RIM 22.29'
DT12"DT6"
DT6"
DT6"
SDMH 16203
RIM 22.10'
68+00 69+00 70+00 71+00 72+00
TYP
GA
T
E
W
A
Y
D
R
S
1
3
3
R
D
S
T
S
R
5
9
9
R
A
M
P
INTERURBAN AVE S
STA 68+23.58
53.25' LT10 STA 71+07.42
79.09' LT10
STA 70+95.05
75.42' RT10
MIC
MANHOLE
9
1
EX ROW PER GIS, TYP
1
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
S
P
0
2
-
C
.
d
w
g
2/
1
3
/
2
0
2
6
2
:
5
7
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
6
7
+
4
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
6
7
+
4
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
7
2
+
2
0
S
H
E
E
T
1
7
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
6
3
+
4
0
S
H
E
E
T
1
5
PLAN
PLAN
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 63+40 TO STA 72+20
16
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
SAWCUT AND REMOVE EXISTING CEMENT CONC. CURB AND GUTTER.
SAWCUT AND REMOVE EXISTING CEMENT CONC. SIDEWALK.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
1
6
7
8
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
DT10"DT8"DT6"
SDMH 16150
RIM 24.44'
UU
T
DT8"DT6"DT6"DT4"
CB 16170
RIM 23.28'
73+00 74+00 75+00 76+00 77+00CURBCURB
TYP
SR
5
9
9
R
A
M
P
INTERURBAN AVE S
STA 73+91.14
42.39' LT 10
MIC
11
9
1
EX ROW PER GIS, TYP
TV
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
CB 2828
RIM 24.24'
CB 2829
RIM 24.53'
CB 2830
RIM 24.39'CB 2831
RIM 24.49'
W
T
V
CB 2834
RIM 24.13'
STO
P
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
U
77+00 78+00 79+00 80+00 81+00
24 LF
25 LF
TYP
GA
T
E
W
A
Y
D
R
INTERURBAN AVE S
STA 78+28.67
28.33' RT6 STA 79+30.99
29.30' RT 6
STA 78+61.60
66.49' RT6
STA 79+03.62
64.04' RT 6
STA 78+82.78
63.95' RT 10
SIGN
MICMANHOLE
MANHOLE
8
8
9
7
7
1
1
EX ROW PER GIS, TYP
1
1
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
S
P
0
2
-
C
.
d
w
g
2/
1
3
/
2
0
2
6
2
:
5
7
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
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F
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ES IGS
56239
M A T T H E W D. DESM
A
R
A
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10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
MA
T
C
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L
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7
7
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8
1
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S
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1
8
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
7
2
+
2
0
S
H
E
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T
1
6
PLAN
PLAN
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 72+20 TO STA 81+80
17
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
SAWCUT AND REMOVE EXISTING CEMENT CONC. CURB AND GUTTER.
SAWCUT AND REMOVE EXISTING CEMENT CONC. SIDEWALK.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
1
6
7
8
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
RIGHT LANE MUST TURN
SMH #150202
RIM 27.53'
C
O
N
C
R
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A
I
N
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W
A
L
L
308326.537TOP1
309126.933CLRD1309226.917CLRD1
310026.785TOP1
310126.201TOP1
310225.604TOP1
311226.383BRK1311326.375BRK1311426.426BRK1
311526.440BRK1314026.111BRK2
314126.066BRK2
314226.032BRK2
314325.984BRK2
CB 3155
RIM 25.08'
315625.501TOE1 / AC315725.313TOE1 / AC
315825.165TOE1 / AC
315925.106TOE1 / AC316025.129TOE1 / AC
316125.187TOE1 / AC
316225.349TOE1 / AC 316325.469BRK4 / AC
316425.705BRK4 / AC
316526.089BRK4 / AC316626.068BRK4 / AC316726.176BRK4 / AC
316825.994BRK4 / AC
316925.560BRK4 / AC
317325.413TOE1
CB 3198
RIM 25.63'DT6"
320226.854CLRD1320326.712CLRD1320826.628CLRD1320926.538CLRD1321526.562CLRD1
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TYP
INTERURBAN AVE S
HANDRAIL
9
EX ROW PER GIS, TYP
TV
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15002427.778CLRD1
15002528.000CLRD1T
15002728.130CLRD1
15002828.167CLRD1
15002928.230CLRD1
15003028.260CLRD1
15003128.442CLRD1
15003228.632CLRD1
RIGHT LANE MUST TURN 15019526.990BRK1
15019627.406BRK1 15019727.281BRK1
15019827.073BRK2
15019927.507BRK2
15020027.447BRK2
SMH #150202
RIM 27.53'
15021026.670BRK315021126.660TOP3 15021227.175TOP315021327.264BRK3
15021427.354BRK3
15021526.456TOP3
15021626.600TOP3
15021727.525BRK3
15021827.242BRK3
15021926.892TOP3
15022026.512TOP3
CB 150283
RIM 27.86'
15029327.428BRK4
15029527.227BRK5
15029627.095BRK5
15029726.636BRK5
15029826.442BRK6
15029926.830BRK6
15030026.556BRK615030126.511BRK7
15030226.595BRK7 ST
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C
O
N
C
R
E
T
A
I
N
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G
W
A
L
L
86+00
87+00 88+00 89+00
90+00
16 LF 31 LF
TYP
4
2
N
D
A
V
E
S
M
A
C
A
D
A
M
R
D
S
SR 599
INTERURBAN AVE S
STA 87+84.26
0.00'10
STA 86+82.39
25.25' RT 6
STA 86+05.84
49.75' RT 6
STA 86+46.12
61.26' RT 6
STA 86+00.23
38.78' RT 6
HANDRAIL
STA 87+72.47
41.20' LT 10
STA 86+26.05
50.40' RT 10
SIGN
MANHOLE
MANHOLE
7
8
8
9
7
1 1
EX ROW PER GIS, TYP
1
1
STA 87+85.60
29.85' LT 10
100% REVIEW
SUBMITTAL
J:
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
8
5
+
6
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
8
5
+
6
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
9
0
+
4
0
S
H
E
E
T
1
9
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
8
1
+
8
0
S
H
E
E
T
1
7
PLAN
PLAN
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 81+80 TO STA 90+40
18
T
T
91+00 92+00
93+00
INTERURBAN AVE S
GREEN RIVER TRL
SR 599
TYPSTA 91+80.00
0.00'10 9 SIGN(2)1
UTILITY MANHOLE (2)1
SIGN 1 SIGN 1
11
STA 91+80.00
5.60' RT10
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
FULL DEPTH PAVEMENT REPLACEMENT PER DETAIL, SHEET 9.
1
9
10
11
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
FENCE
94+00
95+00 96+00 97+00
SR 599
GREEN RIVER TRL
INTERURBAN AVE S
1 TYP9
11 EX ROW PER GIS, TYP
STA 96+60.04
2.82' LT 10
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
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2
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5
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
9
3
+
8
0
T
H
I
S
S
H
E
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T
MA
T
C
H
L
I
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S
T
A
9
3
+
8
0
T
H
I
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S
H
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T
MA
T
C
H
L
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S
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A
9
7
+
8
0
S
H
E
E
T
2
0
MA
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C
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L
I
N
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S
T
A
9
0
+
4
0
S
H
E
E
T
1
8
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 90+40 TO STA 97+80
19
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PRESERVE AND PROTECT SCL UTILITY VAULT. PROVIDE TEMPORARY
ASPHALT APRON.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
1
4
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
FENCE
98+00 99+00 100+00 101+00
SR 599
GREEN RIVER TRL
INTERURBAN AVE S
1 TYP9
EX ROW PER GIS, TYP
T
V
T
V
T
V
102+00 103+00 104+00 105+00
SR 599
GREEN RIVER TRL
INTERURBAN AVE S
UTILITY VAULTFENCE1
UTILITY VAULT (3)
TYP9 1
1
100% REVIEW
SUBMITTAL
J:
\
P
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
1
0
1
+
8
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
1
0
5
+
8
0
S
H
E
E
T
2
1
MA
T
C
H
L
I
N
E
S
T
A
9
7
+
8
0
S
H
E
E
T
1
9
10 20 40 600
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
1
0
1
+
8
0
T
H
I
S
S
H
E
E
T
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 97+80 TO STA 105+80
20
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
1
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
FENCE
106+00 107+00 108+00 109+00INTERURBAN AVE S
GREEN RIVER TRL
SR 599
1TYP9
FENCE
110+00
111+00 112+00
113+00
1
INTERURBAN AVE S
1TYP9
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
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W
I
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\
9
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1
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
1
0
9
+
8
0
T
H
I
S
S
H
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T
MA
T
C
H
L
I
N
E
S
T
A
1
1
3
+
8
0
S
H
E
E
T
2
2
MA
T
C
H
L
I
N
E
S
T
A
1
0
5
+
8
0
S
H
E
E
T
2
0
10 20 40 600
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
1
0
9
+
8
0
T
H
I
S
S
H
E
E
T
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 105+80 TO STA 113+80
21
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PRESERVE AND PROTECT SCL UTILITY VAULT. PROVIDE TEMPORARY
ASPHALT APRON.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
1
4
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
T
T
FENCE
BOLLARD (TYP)
114+00
115+00 116+00
117+00
118+00
S
1
1
9
T
H
S
T
GREEN RI
V
E
R
T
R
L
2
1
UTILITY VAULT
UTILITY VAULT (2)
SIGN (2)
STA 117+24.47
34.52' RT10
1
1
1TYP9
INTERURBAN AVE
S
STA 117+68.24
38.21' RT10
T
V
MANHOLE
118+00 119+00 120+00 121+00 122+00INTERURBAN AVE S
SR 599
GREEN RIVER
T
R
L
1
FENCE1TYP9
EX ROW PER GIS, TYP
SIGN 1
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
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W
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A
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9
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0
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1
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\
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F
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\
9
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2/
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
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F
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E NNALIO
ES IGS
56239
M A T T H E W D. DES
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A
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10 20 40 600
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10 20 40 600
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PLAN
02/26MD
02/26
02/26
BCC
BCC
10 20 40 600
SCALE IN FEET
PLAN
MA
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1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 113+80 TO STA 122+00
22
SITE PREP & TESC CONSTRUCTION NOTES
PRESERVE AND PROTECT.
PRESERVE AND PROTECT SCL UTILITY VAULT. PROVIDE TEMPORARY
ASPHALT APRON.
PLANING BITUMINOUS PAVEMENT.
PAVEMENT PLANING LIMITS PER DETAIL, SHEET 9.
1
4
9
10
REMOVE CONCRETE
REMOVE PAVEMENT
PAVEMENT GRINDING
CLEARING AND GRUBBING
CURB AND GUTTER REMOVAL
INLET PROTECTION PER WSDOT
STANDARD PLAN I-40.20
PAVING LIMITS
SAWCUT LINE
FRENCH DRAIN PROTECTION
SITE PREP & TESC LEGEND
T
V
T
V
T
V
FENCE
MANHOLE (3)
CURB
122+00 123+00
124+00 125+00
126+00
INTERURBAN AVE S
1
1
TYP GUARDRAIL91
STA 125+60.00
0.00' LT 10
EX ROW PER GIS, TYP
1
100% REVIEW
SUBMITTAL
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
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file no
no date revisions
designed
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checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SP03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
MA
T
C
H
L
I
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A
1
2
2
+
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H
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2
2
02/26MD
02/26
02/26
BCC
BCC
10 20 40 600
SCALE IN FEET
PLAN
1"=20'
02/2026
SITE PREPARATION AND TESC PLANS
STA 122+00 TO STA 126+00
23
119824.063BRK1 / CONC
119924.381BRK1 / CONC
120024.657BRK1 / CONC
120124.562BRK1 / CONC
120224.300BRK1 / CONC
120324.009BRK1 / CONC
T
V
T
V
U
10+00 11+00 12+00 13+00 14+00STA 13+00.00
5.50' LT3
TYP
TV
STA 13+00.00
16.50' LT6
STA 13+00.00
5.50' RT3
STA 13+00.00
16.50' RT6
STA 13+81.59
0.00'9
STA 13+97.59
0.00'9
4
5
6
5
32
1
1
2
16
15
15
EX ROW PER GIS, TYP10
INTERURBAN AVE S
S
1
4
3
R
D
S
T
MAULE AVE S
128824.376BRK10 / CONC 135923.449BRK11 / CONC136023.763BRK11 / CONC136124.001BRK11 / CONC
136224.071BRK11 / CONC136324.046BRK11 / CONC 136423.787BRK11 / CONC 136523.533BRK11 / CONC
145823.668BRK14 / CONC
145924.102BRK14 / CONC
146024.243BRK15 / CONC
146123.784BRK15 / CONC
T
V
T
V
T
V
T
V
T
V
T
B
U
S
U14+00 15+00
16+00
17+00
18+00
STA 14+35.62
0.00'11
STA 15+65.86
27.50' RT 7 STA 16+69.51
27.50' RT7
STA 16+36.88
0.00'9 STA 16+78.07
0.11' LT9
STA 17+11.01
0.00'11
STA 17+80.52
51.56' RT4 STA 17+80.50
55.93' RT 4
STA 17+31.38
14.97' LT6
STA 17+29.41
7.19' RT7
STA 16+31.66
7.21' RT7 STA 17+29.76
18.22' RT 6
STA 15+00.00
5.83' LT 3 4
STA 15+99.56
5.03' LT4
STA 17+64.54
76.57' LT9
STA 17+78.16
76.99' LT 9
STA 17+71.61
53.32' LT6
STA 17+74.23
83.51' LT6
1
1
.
0
'
1
1
.
0
'
1
1
.
0
'
1
1
.
0
'
1
1
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
STA 18+22.23
5.52' RT4
STA 18+22.23
16.50' RT6
STA 18+22.23
16.50' LT6
STA 18+22.23
5.49' LT7
(3)
(3)
(3)
(5)
5
1
9
4
3
2
4 9
1
1
1
6
5
5
5
1
6
5
5
1
4
4
5
1
8
4
4 9
1
2
1
2
2
2
1
1
27
11 2222
11
18
18
17
17
18
STA 17+30.03
4.08' LT4
STA 17+25.73
4.10' LT4
2424
STA 15+01.00
6.05' RT 3
15
15
15
17
26
18
16
27
27
EX ROW PER GIS, TYP
27
10 TYP
INTERURBAN AVE S
58
T
H
A
V
E
S
GREEN RIVER TRL
ROADWAY CONSTRUCTION NOTES
MATCH EXISTING.
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
FULL DEPTH PAVEMENT REPLACEMENT, SEE TYPICAL SECTIONS,
SHEETS 6-8 FOR STATIONING. FOR FULL DEPTH PAVEMENT
REPLACEMENT SECTION, SEE DETAIL SHEET 9.
INSTALL CEMENT CONC. CURB AND GUTTER TYPICAL SECTION PER
DETAIL, SHEET 9.
INSTALL CEMENT CONC. SIDEWALK PER COT STD DETAIL RS-09.
INSTALL CEMENT CONC. CURB RAMP TYPE PARALLEL A PER COT
STD PLAN RS-10. SEE CURB RAMP DETAILS, SHEETS 38-49.
INSTALL CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER
COT STD PLAN RS-12. SEE CURB RAMP DETAILS, SHEETS 38-49.
INSTALL CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A
PER COT STD PLAN RS-13. SEE CURB RAMP DETAILS, SHEETS
38-49.
INSTALL PEDESTRIAN CURB PER COT STD DETAIL PLAN RS-04.
INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB WSDOT
STD PLAN F-10.64.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9.
FURNISH AND INSTALL RECTANGULAR FRAME AND SOLID METAL
COVER PER COT STD DETAIL DS-05. ADJUST CATCH BASING TO
FINAL GRADE PER COT STD DETAIL G-2.
ADJUST CITIES UTILITY VALVE TO GRADE PER COT STD DETAIL
G-2.
ADJUST CITIES UTILITY MANHOLE TO GRADE PER COT STD DETAIL
G-2.
INSTALL FLEXIBLE GUIDE POST PER WSDOT STD PLAN M-40.10.
INSTALL CEMENT CONC. COMMERCIAL DRIVEWAY ENTRANCE PER
COT STD DETAIL RS-08.
INSTALL ASPHALT PAVEMENT FOR TRAIL, SEE HMA TRAIL SECTION,
SHEET 9.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9. ADJUST CATCH BASIN TO FINAL GRADE PER COT STD DETAIL
G-2.
1
2
3
4
5
6
8
9
10
11
15
16
17
18
22
24
26
27
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC STOP BAR PER COT STD DETAIL RS-20.
PLASTIC CROSSWALK BARS PER COT STD DETAIL RS-20.
PLASTIC YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT
STD PLAN M-20.10.
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE DASHED LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC TRAFFIC ARROW PER COT STD DETAIL RS-21.
RPM TYPE 2 BLUE, INSTALL PERPENDICULAR TO HYDRANT AT
ROADWAY CENTERLINE PER COT STD DETAIL RS-17.
1
2
3
4
6
7
9
11
100% REVIEW
SUBMITTAL
J:
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD01-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
1
4
+
0
0
T
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S
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E
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H
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2
5
02/26MD
02/26
02/26
BCC
BCC
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 10+00 TO STA 18+60
24
1
1
.
0
'
1
1
.
0
'
1
1
.
0
'
1
1
.
0
'
1
1
.
0
'
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
MATCH EXISTING.
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
INSTALL CEMENT CONC. CURB AND GUTTER TYPICAL SECTION PER
DETAIL, SHEET 9.
INSTALL CEMENT CONC. SIDEWALK PER COT STD DETAIL RS-09.
INSTALL CEMENT CONC. CURB RAMP TYPE PARALLEL A PER COT
STD PLAN RS-10. SEE CURB RAMP DETAILS, SHEETS 38-49.
INSTALL CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER
COT STD PLAN RS-12. SEE CURB RAMP DETAILS, SHEETS 38-49.
INSTALL CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A
PER COT STD PLAN RS-13. SEE CURB RAMP DETAILS, SHEETS
38-49.
INSTALL PEDESTRIAN CURB PER COT STD DETAIL PLAN RS-04.
PROTECT AND ADJUST MONUMENT CASE TO GRADE.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9.
FURNISH AND INSTALL RECTANGULAR FRAME AND SOLID METAL
COVER PER COT STD DETAIL DS-05. ADJUST CATCH BASING TO
FINAL GRADE PER COT STD DETAIL G-2.
ADJUST CITIES UTILITY VALVE TO GRADE PER COT STD DETAIL
G-2.
ADJUST CITIES UTILITY MANHOLE TO GRADE PER COT STD DETAIL
G-2.
INSTALL ASPHALT PAVEMENT FOR TRAIL, SEE HMA TRAIL SECTION,
SHEET 9.
1
2
4
5
6
8
9
10
14
15
16
17
18
26
T
T
T
19+00
20+00 21+00 22+00 23+00
TV
STA 19+14.68
0.00'9
STA 18+72.49
0.00'9 STA 20+27.27
0.00'11
STA 21+57.72
0.00'9
STA 21+73.72
0.00'9
STA 23+15.72
0.00'11
STA 19+19.89
5.50' LT 7
STA 20+27.59
5.50' LT 3
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
9
1
4
1
9 4
2
2
115
STA 20+39.03
5.13' RT34
14
EX ROW PER GIS, TYP
INTERURBAN AVE S
GREEN RIVER TRL
10TYP
1616
216821.442BRK41216921.214BRK41217021.080BRK41
217121.388BRK40217221.219BRK40217320.978BRK40
T
V
229721.671BRK44
229821.676BRK43
250222.150BRK50 / AC
250322.150BRK50 / AC
250422.082BRK50 / AC
250521.977BRK50 / AC
250621.342TOE50 / AC250721.302TOE50 / AC
250821.329TOE50 / AC
250921.362TOE50 / AC
251021.423TOE50 / AC
251221.761TOE50 / AC
259422.181BRK55 / CONC
260322.308BRK57 / CONC268222.150BRK58
T
V
T
V
BOL
BOL
BOL
281320.991BRK60 / AC 281421.240BRK60 / AC
U
U
U
U
U
24+00 25+00 26+00 27+00 28+00
STA 23+64.46
0.00'9
STA 23+48.46
0.00'9
STA 25+90.54
0.00'11
STA 26+02.07
0.00' LT 9
STA 26+18.06
0.00'9
(2)
(2)
2
1
9 4 9
14
1
5
6 8
5 5
51
1 1
1
1
2
1
2
3
3
6
6
15
17
18
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
18
15
15
1515
1515
26
14
14
EX ROW PER GIS, TYP
INTERURBAN AVE S
GREEN RIVER TRL
S
1
4
0
T
H
S
T
10TYP
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC STOP BAR PER COT STD DETAIL RS-20.
PLASTIC CROSSWALK BARS PER COT STD DETAIL RS-20.
PLASTIC YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT
STD PLAN M-20.10.
PLASTIC WHITE DASHED LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC TRAFFIC ARROW PER COT STD DETAIL RS-21.
RPM TYPE 2 BLUE, INSTALL PERPENDICULAR TO HYDRANT AT
ROADWAY CENTERLINE PER COT STD DETAIL RS-17.
1
2
3
6
7
9
11
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD01-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
2
3
+
4
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
2
3
+
4
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
2
8
+
0
0
S
H
E
E
T
2
6
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
6
0
S
H
E
E
T
2
4
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 18+60 TO STA 28+00
25
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9.
ADJUST CITIES UTILITY VALVE TO GRADE PER COT STD DETAIL
G-2.
ADJUST CITIES UTILITY MANHOLE TO GRADE PER COT STD DETAIL
G-2.
2
15
17
18
232622.195BRK45
232822.269BRK45
233122.343BRK45
233322.420BRK45233422.422BRK45 CGB44 233722.418BRK46 233822.159BRK46 234322.101BRK46 234422.010BRK46
28+00 29+00 30+00 31+00 32+00
TV
T
TV
STA 28+52.71
0.00'9
STA 28+68.71
0.00' LT 9
STA 28+79.05
0.00'11 STA 31+43.24
0.00'9
STA 31+59.24
0.00' LT 9
2
3
3
6
6
17 15
15
18
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
EX FRENCH DRAIN
15
EX ROW PER GIS, TYP
INTERURBAN AVE S
GREEN RIVER TRL
33+00 34+00 35+00 36+00TVTVTV
TV
STA 35+43.62
0.00'9
STA 35+59.62
0.00'9
STA 35+67.08
0.00'11
2
3
3
6
6
15
15
(2)17
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
EX FRENCH DRAIN
EX ROW PER GIS, TYP
INTERURBAN AVE S
GREEN RIVER TRL
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT
STD PLAN M-20.10.
PLASTIC WHITE DASHED LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC TRAFFIC ARROW PER COT STD DETAIL RS-21.
RPM TYPE 2 BLUE, INSTALL PERPENDICULAR TO HYDRANT AT
ROADWAY CENTERLINE PER COT STD DETAIL RS-17.
3
6
9
11
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
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P
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W
I
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9
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7
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0
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S
\
C
A
D
D
\
S
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F
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\
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1
7
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5
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD01-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
3
2
+
2
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
3
2
+
2
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
3
6
+
8
0
S
H
E
E
T
2
7
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
2
8
+
0
0
S
H
E
E
T
2
5
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 28+00 TO STA 36+80
26
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
PROTECT AND ADJUST MONUMENT CASE TO GRADE.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9.
ADJUST CITIES UTILITY VALVE TO GRADE PER COT STD DETAIL
G-2.
ADJUST CITIES UTILITY MANHOLE TO GRADE PER COT STD DETAIL
G-2.
2
14
15
17
18
37+00 38+00 39+00 40+00 41+00
TV
STA 36+81.85
0.00'11
STA 39+44.71
0.00'9
STA 39+60.71
0.00'9
2
3
3
6
6
17 15
15
STA 39+42.05
0.00'1111
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
15
INTERURBAN AVE S
GREEN RIVER TRL
41+00
42+00 43+00 44+00 45+00TV
T
STA 43+43.23
0.00'9
STA 43+59.23
0.00'9
STA 45+01.95
0.00'9
9
6
17 17
15 15 15
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
STA 45+01.24
7.42' LT43
STA 45+00.00
5.83' RT3
15
614
18
EX ROW PER GIS
INTERURBAN AVE S
GREEN RIVER TRL
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT
STD PLAN M-20.10.
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE DASHED LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC TRAFFIC ARROW PER COT STD DETAIL RS-21.
RPM TYPE 2 BLUE, INSTALL PERPENDICULAR TO HYDRANT AT
ROADWAY CENTERLINE PER COT STD DETAIL RS-17.
3
4
6
9
11
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
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a
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A
v
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S
\
C
A
D
D
\
S
h
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F
i
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s
\
9
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0
1
1
7
0
0
R
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0
1
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2/
1
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/
2
0
2
6
2
:
5
8
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD01-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
4
1
+
0
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
4
1
+
0
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
4
5
+
8
0
S
H
E
E
T
2
8
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
3
6
+
8
0
S
H
E
E
T
2
6
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 36+80 TO STA 45+80
27
EX ROW PER GIS, TYP
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
PROTECT AND ADJUST MONUMENT CASE TO GRADE.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9.
FURNISH AND INSTALL RECTANGULAR FRAME AND SOLID METAL
COVER PER COT STD DETAIL DS-05. ADJUST CATCH BASING TO
FINAL GRADE PER COT STD DETAIL G-2.
ADJUST CITIES UTILITY VALVE TO GRADE PER COT STD DETAIL
G-2.
ADJUST CITIES UTILITY MANHOLE TO GRADE PER COT STD DETAIL
G-2.
BRIDGE END JOINT SEAL PER WSDOT STD PLAN A-40.20.
2
14
15
16
17
18
31
U
U
U
U
T
B
U
S
B
U
S
INTERURBAN AVE S
GREEN RIVER TRL
52
N
D
A
V
E
S
5
6
T
H
A
V
E
S
2 18
1
1
1
1
2
2
2
2
STA 46+07.77
3.77' LT 9 STA 46+53.76
3.77' LT 9
STA 48+61.49
28.50' RT 12
STA 48+38.81
5.50' LT 9
STA 48+64.04
16.00' LT 9
STA 48+63.98
27.50' LT 9
STA 49+07.26
5.50' LT 9
STA 49+42.25
16.00' LT 9
STA 49+41.80
27.50' LT 9
15
16
46+00 47+00 48+00
49+00
50+00
STA 47+04.68
9.70' LT 4
STA 47+03.80
1.34' RT7
STA 46+03.01
2.10' RT 7
STA 47+38.83
61.05' LT4
STA 47+39.34
66.75' LT4
STA 47+88.78
11.00' LT7
STA 47+88.78
35.08' LT 6 STA 49+12.40
11.00' LT 7
STA 48+02.94
23.97' RT 7
STA 49+47.78
34.65' LT 6
STA 47+88.78
12.76' RT 6
STA 47+88.78
22.08' LT 6
STA 47+88.78
0.12' RT 4
(2)17
(4)17
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
STA 47+04.66
12.05' RT 6
STA 47+04.66
20.43' LT 6
14
EX ROW PER GIS
31
T
V
T
V
BOL
INTERURBAN AVE S
GREEN RIVER TRL
I-
5
R
A
M
P
2
18
2
2
6
18
13
STA 50+84.44
5.92' LT9
STA 51+00.44
5.12' LT9
STA 51+05.18
28.50' RT9 STA 51+90.49
28.50' RT9 STA 52+76.39
28.50' RT9
STA 54+47.00
5.50' LT9
STA 52+85.45
34.61' RT 8
STA 53+71.32
75.03' RT8
15 15 15
15
51+00
52+00 53+00 54+00
STA 50+59.17
12.33' LT3
18
17(2)
STA 54+02.73
11.27' LT7
STA 53+72.84
11.67' LT5
STA 53+91.84
0.41' LT5
STA 53+62.30
0.81' LT5
STA 53+34.37
22.19' RT7
STA 52+86.74
0.33' RT 3
STA 52+86.89
12.33' LT 3
STA 54+51.53
0.73' RT4
6
18
STA 54+44.44
21.12' RT 8
STA 54+14.84
71.55' RT 8
11
.
0
'
11
.
0
'
12
.
0
'
11
.
5
'
11
.
5
'
11
.
5
'
STA 50+69.29
0.00'34
STA 53+86.45
22.35' RT 7
STA 53+87.84
64.73' RT 7
R23
2
.
6
R10
1
.
0
R69.
0
15
15 15
18
14
EX ROW PER GIS
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC STOP BAR PER COT STD DETAIL RS-20.
PLASTIC CROSSWALK BARS PER COT STD DETAIL RS-20.
PLASTIC YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT
STD PLAN M-20.10.
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC YELLOW SOLID LANE LINE PER WSDOT STD PLAN M-20.10.
PLASTIC WHITE DASHED LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.
PLASTIC TRAFFIC ARROW PER COT STD DETAIL RS-21.
PLASTIC HIGH OCCUPANCY VEHICLE (HOV) LANE SYMBOL PER
WSDOT STD PLAN M-7.50.
PAINT YELLOW CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60. LAYOUT PER WSDOT STD PLAN M-3.40.
1
2
3
4
5
6
7
8
9
12
13
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
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0
1
1
7
0
0
-
I
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t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
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0
1
1
7
0
0
R
D
0
2
-
C
.
d
w
g
2/
1
3
/
2
0
2
6
2
:
5
8
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
5
0
+
2
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
5
0
+
2
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
5
4
+
8
0
S
H
E
E
T
2
9
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
4
5
+
8
0
S
H
E
E
T
2
7
PLAN
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 45+80 TO STA 54+80
28
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
MATCH EXISTING.
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
INSTALL CEMENT CONC. CURB AND GUTTER TYPICAL SECTION PER
DETAIL, SHEET 9.
INSTALL CEMENT CONC. SIDEWALK PER COT STD DETAIL RS-09.
INSTALL CEMENT CONC. CURB RAMP TYPE COMBINATION PER COT
STD PLAN RS-11. SEE CURB RAMP DETAILS, SHEETS 38-49.
INSTALL CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER
COT STD PLAN RS-12. SEE CURB RAMP DETAILS, SHEETS 38-49.
INSTALL PEDESTRIAN CURB PER COT STD DETAIL PLAN RS-04.
PROTECT AND ADJUST MONUMENT CASE TO GRADE.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9.
1
2
4
5
7
8
10
14
15
U
UU
T
I-
5
I
-
5
INTERURBAN AVE S
2
TV
STA 55+24.88
4.10' LT9
15 15
55+00 56+00 57+00 58+00
STA 55+79.54
1.22' RT4
STA 57+70.65
4.08' RT4
STA 58+47.55
4.86' RT14
STA 56+14.55
8.22' LT4
STA 57+12.19
7.06' LT4
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
STA 55+29.56
9.54' LT7
STA 58+47.78
17.60' RT6
U U
T
P
P
P
INTERURBAN AVE S
I-5
R
A
M
P
48
T
H
P
L
S
2
8
5
1
1
7 1
44 7
4 5
1
5
1
8
5
51
1
42
1
1
2
TV
T
STA 61+64.94
0.00'9
STA 61+14.79
5.50' LT7
STA 62+07.72
5.50' LT 7
STA 62+02.38
0.00'9
15
15
15
59+00 60+00 61+00 62+00 63+00
STA 58+96.21
53.73' RT8
STA 58+96.26
58.80' RT8 STA 59+21.16
65.24' RT 6
STA 59+24.46
53.03' RT 6
STA 59+33.92
67.58' RT 8
STA 59+42.85
52.14' RT 8
STA 60+15.68
5.78' RT15STA 59+44.56
6.20' RT5
STA 59+43.76
4.78' LT 5
STA 59+57.62
4.41' LT 5
STA 61+14.79
16.50' LT 6
STA 61+14.79
6.13' RT4
STA 61+14.79
16.50' RT6
STA 62+44.44
5.83' LT 311
.
5
'
11
.
0
'
11
.
0
'
11
.
0
'
12
.
5
'
STA 59+48.37
28.19' LT 1 STA 61+14.79
28.21' LT 1
STA 62+07.54
5.83' RT34
15
15
1
14
EX ROW PER GIS, TYP10TYP
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC STOP BAR PER COT STD DETAIL RS-20.
PLASTIC CROSSWALK BARS PER COT STD DETAIL RS-20.
PLASTIC YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT
STD PLAN M-20.10.
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC YELLOW SOLID LANE LINE PER WSDOT STD PLAN M-20.10.
PLASTIC WHITE DASHED LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.
PLASTIC TRAFFIC ARROW PER COT STD DETAIL RS-21.
1
2
3
4
5
6
7
8
9
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
R
D
0
2
-
C
.
d
w
g
2/
1
3
/
2
0
2
6
2
:
5
9
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
5
8
+
6
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
5
8
+
6
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
6
3
+
4
0
S
H
E
E
T
3
0
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
5
4
+
8
0
S
H
E
E
T
2
8
PLAN
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 54+80 TO STA 63+40
29
R6.0
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
MATCH EXISTING.
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
INSTALL CEMENT CONC. CURB AND GUTTER TYPICAL SECTION PER
DETAIL, SHEET 9.
INSTALL CEMENT CONC. SIDEWALK PER COT STD DETAIL RS-09.
INSTALL CEMENT CONC. CURB RAMP TYPE PARALLEL A PER COT
STD PLAN RS-10. SEE CURB RAMP DETAILS, SHEETS 38-49.
INSTALL CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A
PER COT STD PLAN RS-13. SEE CURB RAMP DETAILS, SHEETS
38-49.
INSTALL PEDESTRIAN CURB PER COT STD DETAIL PLAN RS-04.
PROTECT AND ADJUST MONUMENT CASE TO GRADE.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9.
ADJUST CITIES UTILITY MANHOLE TO GRADE PER COT STD DETAIL
G-2.
1
2
4
5
6
9
10
14
15
18
T
T
INTERURBAN AVE S
65
5
1
1
4
6
1
4 1 9
45
1
9
4 5
1
2
2 2
1
1
3
STA 64+08.49
0.00'9
STA 64+24.49
0.00'9
STA 65+23.23
0.00'9
STA 65+39.23
0.00'9
STA 67+22.01
0.00'9
15 15 15
15
64+00 65+00 66+00 67+00
STA 67+24.83
16.50' LT6
STA 66+66.84
5.16' RT43
11
.
5
'
11
.
0
'
11
.
0
'
11
.
0
'
12
.
5
'
EX ROW PER GIS, TYP
10TYP
UU
UU
T
S
R
5
9
9
R
A
M
P
INTERURBAN AVE S
GA
T
E
W
A
Y
D
R
2
18
2
1
STA 69+23.48
5.50' LT9
STA 69+24.40
5.50' RT9
STA 69+18.95
11.00' RT7
STA 69+18.74
0.00'6
STA 68+77.93
10.67' LT41
STA 70+37.85
11.33' LT14
STA 69+87.92
5.50' LT9
STA 69+87.94
5.50' RT9 STA 70+37.85
11.00' RT7
STA 70+18.74
0.00' LT6
STA 70+06.26
40.32' LT10
STA 69+40.75
33.00' LT7 STA 70+37.84
33.00' LT7
STA 71+99.59
40.36' LT9STA 71+48.28
35.48' LT7
15
68+00 69+00 70+00 71+00 72+00
STA 67+54.41
5.20' LT 3 4
R6.0
STA 68+20.90
5.83' LT4
STA 68+20.56
5.96' RT4
STA 67+98.45
45.72' LT8
STA 68+01.71
53.29' LT8
STA 68+73.51
22.00' LT6
STA 70+37.85
22.00' LT6
STA 70+85.92
36.38' LT 7
STA 70+89.15
80.14' LT7
STA 70+73.59
37.37' LT 7
18
STA 71+00.79
62.42' LT 4
STA 71+01.89
79.45' LT 4
S
1
3
3
R
D
S
T
STA 71+89.68
0.34' LT5
STA 71+89.02
9.90' LT5
STA 71+48.49
8.77' RT5
STA 71+47.24
10.27' LT5
R9.50
STA 70+37.85
21.91' RT6 STA 71+48.28
25.03' RT6
STA 71+48.28
22.00' LT 6
13
.
5
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
13
.
0
'
STA 68+17.26
46.37' LT15 STA 68+27.88
46.74' LT 15
STA 68+16.33
84.44' LT15
STA 68+48.96
47.47' LT 1
STA 68+15.04
32.94' RT1
R
1
3
6
.
0
STA 71+48.28
60.97' LT 1
15
15 15
18
14
EX ROW PER GIS, TYP
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC STOP BAR PER COT STD DETAIL RS-20.
PLASTIC CROSSWALK BARS PER COT STD DETAIL RS-20.
PLASTIC YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT
STD PLAN M-20.10.
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC YELLOW SOLID LANE LINE PER WSDOT STD PLAN M-20.10.
PLASTIC WHITE DASHED LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.
PLASTIC TRAFFIC ARROW PER COT STD DETAIL RS-21.
PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.30.
OFF-RAMP GORE AREA MARKINGS WITH CHEVRONS PER WSDOT
STD PLAN M-2.20
1
2
3
4
5
6
7
8
9
10
15
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
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U
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0
1
1
7
0
0
-
I
n
t
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r
u
r
b
a
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A
v
e
S
\
C
A
D
D
\
S
h
e
e
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F
i
l
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s
\
9
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U
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0
1
1
7
0
0
R
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2/
1
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M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
6
7
+
4
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
6
7
+
4
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
7
2
+
2
0
S
H
E
E
T
3
1
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
6
3
+
4
0
S
H
E
E
T
2
9
PLAN
PLAN
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 63+40 TO STA 72+20
30
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
MATCH EXISTING.
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
INSTALL CEMENT CONC. CURB RAMP TYPE PARALLEL A PER COT
STD PLAN RS-10. SEE CURB RAMP DETAILS, SHEETS 38-49.
INSTALL PEDESTRIAN CURB PER COT STD DETAIL PLAN RS-04.
INSTALL DETECTABLE WARNING SURFACE PER COT STD PLAN
RS-14.
PROTECT AND ADJUST MONUMENT CASE TO GRADE.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9.
1
2
6
10
13
14
15
UU
T
SR
5
9
9
R
A
M
P
INTERURBAN AVE S
2
STA 72+98.04
5.50' RT9
STA 72+60.20
5.50' RT9
STA 72+44.54
40.36' LT 9
STA 72+55.37
11.00' RT7
STA 73+57.92
5.86' RT7
STA 73+32.28
11.00' RT7
STA 72+49.25
35.12' LT 7
15
15
15
15
15
73+00 74+00 75+00 76+00 77+00
STA 73+39.59
22.00' LT 6 STA 74+36.79
16.50' LT 6 12
.
0
'
12
.
0
'
12
.
0
'
12
.
0
'
STA 74+36.79
27.95' LT 1
STA 73+52.29
4.56' LT1
15
14
EX ROW PER GIS
W
T
V
UGA
T
E
W
A
Y
D
R
INTERURBAN AVE S
1
2
1
6
1
6
1
2
1
6
TV
STA 77+04.54
5.50' LT 3
STA 77+04.54
5.50' RT 3 STA 78+29.36
5.50' RT 3
STA 78+29.66
5.50' LT 3
STA 79+35.11
5.50' RT 4
STA 79+35.05
5.50' LT 7
STA 79+85.04
0.00'9
STA 80+55.69
0.00'9
STA 80+60.91
5.49' LT 7
15 15 15
15
15
15
77+00 78+00 79+00 80+00 81+00
STA 79+03.01
16.50' RT 6 STA 79+35.17
16.50' RT 7 STA 81+10.99
5.18' RT 4 3
STA 81+45.91
5.49' LT3
13
.
0
'
11
.
0
'
11
.
0
'
11
.
0
'
12
.
0
'
15
14
EX ROW PER GIS
10TYP
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC STOP BAR PER COT STD DETAIL RS-20.
PLASTIC CROSSWALK BARS PER COT STD DETAIL RS-20.
PLASTIC YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT
STD PLAN M-20.10.
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE DASHED LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC TRAFFIC ARROW PER COT STD DETAIL RS-21.
1
2
3
4
6
7
9
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
R
D
0
2
-
C
.
d
w
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2/
1
3
/
2
0
2
6
2
:
5
9
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
7
7
+
0
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
7
7
+
0
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
8
1
+
8
0
S
H
E
E
T
3
2
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
7
2
+
2
0
S
H
E
E
T
3
0
PLAN
PLAN
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 72+20 TO STA 81+80
31
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
MATCH EXISTING.
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
INSTALL CEMENT CONC. CURB RAMP TYPE PARALLEL A PER COT
STD PLAN RS-10. SEE CURB RAMP DETAILS, SHEETS 38-49.
INSTALL PEDESTRIAN CURB PER COT STD DETAIL PLAN RS-04.
INSTALL DETECTABLE WARNING SURFACE PER COT STD PLAN
RS-14.
FURNISH AND INSTALL RECTANGULAR VANED GRATE PER COT
DETAIL DS-11. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET
9.
ADJUST CITIES UTILITY MANHOLE TO GRADE PER COT STD DETAIL
G-2.
INSTALL CEMENT CONC. CURB RAMP TYPE PARALLEL B PER COT
STD PLAN RS-10. SEE CURB RAMP DETAILS, SHEETS 38-49.
1
2
6
10
13
15
18
28
INTERURBAN AVE S
2
3
3
6
STA 82+36.40
0.00'9
STA 82+52.40
0.00'9
STA 82+52.21
22.00' RT10
STA 82+82.40
22.00' RT9
STA 84+01.40
22.00' RT10 STA 84+32.24
22.00' RT9 STA 84+89.34
0.00'9
STA 85+05.34
0.00'9
18
15 15
82+00 83+00 84+00 85+00
7
14
.
5
'
11
.
0
'
11
.
0
'
11
.
0
'
12
.
0
'
15
1515
EX ROW PER GIS
T
T
4
2
N
D
A
V
E
S
M
A
C
A
D
A
M
R
D
S
INTERURBAN AVE S
SR 599
1
2
28 1
6
1
2
14
TV
1013
13
STA 86+57.73
0.00'9
STA 87+44.36
5.50' LT 9
STA 87+71.76
0.00'11
STA 87+40.00
0.00'7
STA 87+84.26
0.00'7
STA 87+38.01
22.00' LT6
STA 87+85.06
30.37' LT6
STA 87+83.76
11.00' RT 8
STA 86+61.14
35.33' RT 8
86+00
87+00 88+00 89+00
90+00
STA 86+63.01
5.83' LT 6
STA 86+44.67
5.83' RT43
STA 86+62.68
16.40' LT6
STA 85+95.80
16.50' RT 7
STA 86+12.10
16.50' RT 7
STA 87+84.77
11.00' LT 4
STA 85+92.96
5.62' LT63
STA 86+13.05
24.16' RT 7
1
2
.
0
'
1
2
.
0
'
1
2
.
0
'
1
2
.
0
'
1
2
.
0
'
STA 87+65.25
22.00' LT6
R
4
4
.
0
R
4
8
.
5
STA 87+03.57
11.04' RT 8
R
7
5
.
0
R
1
5
3
.
0
EX ROW PER GIS, TYP
TYP
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC CROSSWALK BARS PER COT STD DETAIL RS-20.
PLASTIC YELLOW TWO-WAY LEFT-TURN CENTERLINE PER WSDOT
STD PLAN M-20.10.
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE DASHED LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE WIDE SOLID LANE LINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.
PLASTIC TRAFFIC ARROW PER COT STD DETAIL RS-21.
PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.30.
RPM TYPE 2 BLUE, INSTALL PERPENDICULAR TO HYDRANT AT
ROADWAY CENTERLINE PER COT STD DETAIL RS-17.
PAINT WHITE CROSSHATCH MARKING PER WSDOT STD PLAN
M-24.60.
2
3
4
6
7
8
9
10
11
14
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
R
D
0
2
-
C
.
d
w
g
2/
1
3
/
2
0
2
6
2
:
5
9
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD02-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
8
5
+
6
0
T
H
I
S
S
H
E
E
T
M
A
T
C
H
L
I
N
E
S
T
A
8
5
+
6
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
9
0
+
4
0
S
H
E
E
T
3
3
02/26MD
02/26
02/26
BCC
BCC
MA
T
C
H
L
I
N
E
S
T
A
8
1
+
8
0
S
H
E
E
T
3
1
PLAN
PLAN
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 81+80 TO STA 90+40
32
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
T
T
91+00 92+00
93+00
INTERURBAN AVE S
GREEN RIVER TRL
SR 599
3
2 25
25
STA 91+80.01
6.06' LT4
STA 91+80.01
5.28' RT4
STA 91+80.03
18.18' RT8
STA 91+80.00
17.07' LT8
12
.
0
'
12
.
0
'
4
ROADWAY CONSTRUCTION NOTES
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
FULL DEPTH PAVEMENT REPLACEMENT, SEE TYPICAL SECTIONS,
SHEETS 6-8 FOR STATIONING. FOR FULL DEPTH PAVEMENT
REPLACEMENT SECTION, SEE DETAIL SHEET 9.
GRASS RESTORATION, SEE LAWN SECTION, SHEET 9.
2
3
25
94+00
95+00 96+00 97+00
SR 599
GREEN RIVER TRL
INTERURBAN AVE S
3
2
25
25
8
8
12
.
0
'
12
.
0
'
1
2
.
0
'
1
2
.
0
'
12
.
0
'
12
.
0
'
12
.
0
'
12
.
0
'
STA 94+21.51
0.13' LT4
EX ROW PER GIS
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.
4
8
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
R
D
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3
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2/
1
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2
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2
6
2
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5
9
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
9
3
+
8
0
T
H
I
S
S
H
E
E
T
M
A
T
C
H
L
I
N
E
S
T
A
9
3
+
8
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
9
7
+
8
0
S
H
E
E
T
3
4
M
A
T
C
H
L
I
N
E
S
T
A
9
0
+
4
0
S
H
E
E
T
3
2
10 20 40 600
SCALE IN FEET
PLAN
10 20 40 600
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 90+40 TO STA 97+80
33
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
GRASS RESTORATION, SEE LAWN SECTION, SHEET 9.
2
25
98+00 99+00 100+00 101+00
SR 599
GREEN RIVER TRL
INTERURBAN AVE S
25
25
2
8
4
8
12
.
0
'
12
.
0
'
12
.
0
'
12
.
0
'
EX ROW PER GIS
T
V
T
V
T
V
102+00 103+00 104+00 105+00
SR 599
GREEN RIVER TRL
INTERURBAN AVE S
2 25
25
4
8
8
12
.
0
'
12
.
0
'
12
.
0
'
12
.
0
'
EX ROW PER GIS
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.
4
8
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
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b
a
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A
v
e
S
\
C
A
D
D
\
S
h
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F
i
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e
s
\
9
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U
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0
1
1
7
0
0
R
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3
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2/
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5
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
1
0
1
+
8
0
T
H
I
S
S
H
E
E
T
MA
T
C
H
L
I
N
E
S
T
A
1
0
5
+
8
0
S
H
E
E
T
3
5
MA
T
C
H
L
I
N
E
S
T
A
9
7
+
8
0
S
H
E
E
T
3
3
10 20 40 600
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
10 20 40 600
SCALE IN FEET
PLAN
MA
T
C
H
L
I
N
E
S
T
A
1
0
1
+
8
0
T
H
I
S
S
H
E
E
T
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 97+80 TO STA 105+80
34
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
GRASS RESTORATION, SEE LAWN SECTION, SHEET 9.
2
25
106+00 107+00 108+00 109+00
INTERURBAN AVE S
GREEN RIVER TRL
SR 599
2 25
25
4
8
8
12
.
0
'
12
.
0
'
1
2
.
0
'
1
2
.
0
'
12
.
0
'
12
.
0
'
110+00
111+00 112+00
113+00
1
INTERURBAN AV
E
S
2 25
25
4
8
8
1
2
.
0
'
1
2
.
0
'
12
.
0
'
12
.
0
'
1
2
.
0
'
1
2
.
0
'
12
.
0
'
12
.
0
'
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.
4
8
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
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A
v
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S
\
C
A
D
D
\
S
h
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F
i
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e
s
\
9
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2/
1
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5
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
1
0
9
+
8
0
T
H
I
S
S
H
E
E
T
M
A
T
C
H
L
I
N
E
S
T
A
1
1
3
+
8
0
S
H
E
E
T
3
6
MA
T
C
H
L
I
N
E
S
T
A
1
0
5
+
8
0
S
H
E
E
T
3
4
10 20 40 600
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
02/2026
10 20 40 600
SCALE IN FEET
PLAN
M
A
T
C
H
L
I
N
E
S
T
A
1
0
9
+
8
0
T
H
I
S
S
H
E
E
T
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 105+80 TO STA 113+80
35
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
GRASS RESTORATION, SEE LAWN SECTION, SHEET 9.
2
25
T
T
114+00
115+00 116+00
117+00
118+00
INTERURBAN AVE S
S
1
1
9
T
H
S
T
GREEN RI
V
E
R
T
R
L
2 25
25
STA 117+19.29
0.11' RT4
STA 117+82.68
0.15' LT4
STA 117+24.86
31.83' RT8
STA 117+65.68
33.38' RT8
1
2
.
0
'
1
2
.
0
'
12
.
0
'
12
.
0
'
1
2
.
0
'
1
2
.
0
'
4
8
8
EX ROW PER GIS
T
V
118+00 119+00 120+00 121+00 122+00INTERURBAN AVE S
SR 599
GREEN RIVER
T
R
L
2 25
25
4
8
1
2
.
0
'
1
2
.
0
'
1
2
.
0
'
1
2
.
0
'
8
EX ROW PER GIS
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.
4
8
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
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a
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A
v
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S
\
C
A
D
D
\
S
h
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F
i
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e
s
\
9
T
U
K
0
1
1
7
0
0
R
D
0
3
-
N
.
d
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g
2/
1
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/
2
0
2
6
2
:
5
9
P
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
10 20 40 600
SCALE IN FEET
MA
T
C
H
L
I
N
E
S
T
A
1
1
8
+
0
0
T
H
I
S
S
H
E
E
T
M
A
T
C
H
L
I
N
E
S
T
A
1
2
2
+
0
0
S
H
E
E
T
3
7
MA
T
C
H
L
I
N
E
S
T
A
1
1
3
+
8
0
S
H
E
E
T
3
5
10 20 40 600
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
10 20 40 600
SCALE IN FEET
PLAN
M
A
T
C
H
L
I
N
E
S
T
A
1
1
8
+
0
0
T
H
I
S
S
H
E
E
T
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 113+80 TO STA 122+00
36
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
ROADWAY CONSTRUCTION NOTES
ROADWAY OVERLAY SECTION, SEE TYPICAL SECTIONS, SHEETS 6-8.
GRASS RESTORATION, SEE LAWN SECTION, SHEET 9.
2
25
T
V
T
V
T
V
122+00 123+00
124+00 125+00
126+00
INTERURBAN AVE S
25
2 48
8
1
2
.
0
'
1
2
.
0
'
12
.
0
'
11
.
5
'
13
.
5
'
STA 123+82.49
1.55' RT4
STA 125+40.18
4.18' LT4
STA 125+59.99
4.07' LT4
STA 125+60.02
19.39' RT8
STA 125+59.98
17.61' LT8
STA 125+04.62
6.21' RT4
EX ROW PER GIS
CHANNELIZATION CONSTRUCTION NOTES
PLASTIC YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN
M-20.10.
PLASTIC WHITE EDGE LINE PER WSDOT STD PLAN M-20.10.
4
8
ROADWAY LEGEND
FOR ROADWAY LEGEND SEE SHEET 2.
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
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W
I
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A
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9
T
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0
1
1
7
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S
\
C
A
D
D
\
S
h
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F
i
l
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s
\
9
T
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0
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1
7
0
0
R
D
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3
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N
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d
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2/
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2
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2
6
3
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0
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD03-N.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DES
M
A
R
A
I
S
MA
T
C
H
L
I
N
E
S
T
A
1
2
2
+
0
0
S
H
E
E
T
3
6
02/26MD
02/26
02/26
BCC
BCC
10 20 40 600
SCALE IN FEET
PLAN
1"=20'
02/2026
ROADWAY PAVING AND CHANNELIZATION PLANS
STA 122+00 TO STA 126+00
37
FOR FRANCHISE UTILITY STRUCTURES AND OTHER
GENERAL NOTES, SEE GENERAL NOTES, SHEET 5.
INTERURBAN AVE S
S
1
4
3
R
D
S
T
11+00 12+00
8
1
2
3
4
5 10
96
7
1.1
%
9.
5
'
1.3
%
7.
5
'
1.5%
5.0'
7.5%
12.4'
0.5%
8.8'
4.8%
21.1'
1.5%
6.1'
1.5
%8.9
'
TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10
0.5%
6.8'
1.5%
5.4'
EX 4
.
5
%
1.7%
5.0'
2.1
%EX
2.7%
5.0'
3.9%
5.0
'
5.5%
6.1
'
3.9%
EX
EX ROW PER GIS, TYP
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
***SEE APPENDIX IN CONTRACT PROVISIONS FOR MORE
INFORMATION ON THE MEF.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
1
2
3
4
5
6
7
8
9
10
STATION
11+76.51
11+78.52
11+83.08
11+86.59
12+06.07
12+06.09
11+84.00
11+82.13
12+11.09
12+11.08
OFFSET
54.11' RT
48.31' RT
40.94' RT
37.40' RT
29.19' RT
43.63' RT
51.31' RT
55.91' RT
43.62' RT
34.68' RT
ELEV
23.09
23.37
23.83
23.90
24.41
24.94
23.96
23.77
25.07
24.89
DESCRIPTION
MATCH EXISTING, PC, R=34.9'
RAMP
LANDING
LANDING
MATCH EXISTING, RAMP, PT
RAMP, BOW
RAMP, BOW
MATCH EXISTING, BOW
MATCH EXISTING, BOW
MATCH EXISTING
100% REVIEW
SUBMITTAL
J:
\
P
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\
C
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D
\
S
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\
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6
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD08-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
1"=10'
02/2026
CURB RAMP DETAILS
S 143RD ST & INTERURBAN AVE S
38
14+00 15+00
107
106
115113105
104 114
108
112
109
100
103
102
110
101
111
INTERURBAN AVE S
E
X
1
.
8
%
EX
3
.
9
%
1.
9
%
9
.
9
'
1.5
%
9.1
'
1.5%
5.1'
0.3%
8.5'
7.5%
14.0'
4.1%
9.6
'
1.5%
8.2'
1.5%
5.0'
4.9
%
9.
0
'
6.6%
8.1'
6.8%
7.0'
TYPE SINGLE DIRECTION A CURB RAMP PER
COT STD DETAIL RS-13
TYPE SINGLE DIRECTION A CURB
RAMP PER COT STD DETAIL RS-13
7.3%
13.9'
4.2
%EX
1.1
%EX
EX ROW PER GIS
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
100
101
102
103
104
105
106
107
STATION
14+39.68
14+49.58
14+52.97
14+53.22
14+43.98
14+43.95
14+29.98
14+30.06
OFFSET
28.62' RT
33.91' RT
43.40' RT
45.66' RT
34.08' RT
43.14' RT
34.20' RT
43.08' RT
ELEV
23.74
23.24
23.47
23.66
23.32
23.45
24.41
24.51
DESCRIPTION
MATCH EXISTING, PC, R=15.0'
LANDING
LANDING
MATCH EXISTING, PT
RAMP
RAMP
MATCH EXISTING, RAMP
MATCH EXISTING, RAMP
CURB LAYOUT POINTS
NUMBER
108
109
110
111
112
113
114
115
STATION
14+91.87
14+92.21
14+95.74
15+09.79
15+01.01
15+00.97
15+09.13
15+07.97
OFFSET
45.36' RT
43.37' RT
33.88' RT
29.09' RT
34.20' RT
43.20' RT
34.24' RT
43.23' RT
ELEV
23.95
23.82
23.52
23.23
23.46
23.90
24.00
24.38
DESCRIPTION
MATCH EXISTING, PC, R=15.0'
LANDING
LANDING
MATCH EXISTING, PT
RAMP
RAMP
MATCH EXISTING, RAMP
MATCH EXISTING, RAMP
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
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I
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A
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9
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U
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1
7
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-
I
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r
u
r
b
a
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A
v
e
S
\
C
A
D
D
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD08-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
1"=10'
02/2026
CURB RAMP DETAILS
14040 INTERURBAN AVE S
39
58
T
H
A
V
E
S
GREEN RIVER TRL
INTERURBAN AVE S
17+00
18+00
TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10
TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10
226
227
234
206
205
225
233224228
217216
203
200
218
223
219
204
215
222
212
229
214
230
211
220
201
213
221 231
210
232
209
207
208
TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10
TYPE SINGLE DIRECTION A CURB
RAMP PER COT STD DETAIL RS-13
7.4
%
6.0
'
7.5%
6.0'
0.3
%
15.
5
'
1.2%
5.4'7.1%
5.9'
4.0%
8.1'
0.6%
5.4'
1.0
%
6.0
'
1.0
%
6.
0
'
1.
0
%
6
.
0
'
1.0
%6.0
'
7.3%
8.7'
1.7%
4.0'
5.4%
6.0'
0.8%
4.0'
6.3%
6.0'
4.7%
8.1'
1.1
%
5.7
'
1.6
%
4.0
'
1.0%
6.0'
8.3
%
11
.
0
'
8.0
%
10
.
7
'
0.4%
6.1'
TYPE PERPENDICULAR A CURB
RAMP PER COT STD DETAIL RS-10
0.2
%
14.
2
'
8
.
1
%
1
0
.
0
'
7
.
2
%
1
1
.
7
'
0.
6
%
6.
5
'
1.5%
5.5'
1.5%
5.5'
5.0
%
7.
2
'
6.5
%
6.0'
1.7%
6.4
'
0.
8
%
5.
0
'
1.5%
15.8'
1.9
%
11
.
5
'
1.9
%
11
.
5
'
7.5%
7.0'
7.5%
7.0'
1.5%
5.8'
0.5%
15.3
'
EX
1
.
0
%
EX
0
.
4
%
EX 1.1%
E
X
0
.
4
%
EX
0
.
7
%
1.0
%EX
0.6%
9.0'
1.9%
5.0'
1.9%
5.0'
1.0
%
5.
9
'
0.3%
4.0'
1.3%
4.0'
2.0
%EX
1.9
%
4.0
'
2.5%EX
1.3
%4.0
'
0.3
%EX
0.9%
5.4'
EX ROW PER GIS
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
***SEE APPENDIX IN CONTRACT PROVISIONS FOR MORE
INFORMATION ON THE MEF.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
200
201
203
204
205
206
STATION
17+33.75
17+39.02
17+53.91
17+57.19
17+32.38
17+29.45
OFFSET
32.12' RT
33.68' RT
46.22' RT
53.70' RT
38.48' RT
52.06' RT
ELEV
23.73
23.44
23.49
23.55
24.05
24.19
DESCRIPTION
MATCH EXISTING, WING, PC, R=30.7'
RAMP
RAMP
MATCH EXISTING, PT
MATCH EXISTING
MATCH EXISTING
CURB LAYOUT POINTS
NUMBER
207
208
209
210
211
212
213
214
215
STATION
18+00.35
18+10.07
18+13.37
18+16.62
18+23.62
18+28.62
18+16.69
18+23.69
18+28.69
OFFSET
46.39' RT
34.85' RT
32.32' RT
34.82' RT
34.77' RT
34.80' RT
46.32' RT
46.28' RT
46.26' RT
ELEV
22.85
22.85
22.86
22.93
23.45
23.49
23.12
23.62
23.52
DESCRIPTION
MATCH EXISTING, LANDING, PC R=42.1'
LANDING
MATCH EXSITING, PT
RAMP
RAMP
MATCH EXISTING
RAMP
RAMP
MATCH EXISTING
CURB LAYOUT POINTS
NUMBER
216
217
218
219
220
221
222
223
224
225
226
227
STATION
17+22.26
17+26.26
17+35.60
17+41.00
17+48.47
17+52.52
17+56.75
17+58.25
17+59.38
17+59.79
17+53.14
17+22.30
OFFSET
26.37' LT
26.35' LT
26.47' LT
27.35' LT
30.92' LT
34.59' LT
41.52' LT
47.20' LT
58.15' LT
62.13' LT
62.78' LT
32.95' LT
ELEV
23.80
23.77
23.68
23.61
23.44
23.41
23.52
23.58
23.92
23.97
24.60
24.41
DESCRIPTION
MATCH EXISTING
RAMP
LANDING, PC, R=24.00'
LANDING
RAMP
RAMP
LANDING
LANDING, PT
RAMP
MATCH EXISTING
MATCH EXISTING, BOW
MATCH EXISTING, BOW
CURB LAYOUT POINTS
NUMBER
228
229
230
231
232
233
234
STATION
17+99.93
18+02.11
18+05.67
18+10.94
18+14.39
18+19.62
18+05.87
OFFSET
56.52' LT
44.97' LT
39.38' LT
34.27' LT
31.86' LT
38.67' LT
57.13' LT
ELEV
23.84
23.49
23.47
23.32
23.22
23.89
24.38
DESCRIPTION
MATCH EXISTING, RAMP, PC, R=26.4'
LANDING
LANDING
RAMP
MATCH EXISTING, PT
MATCH EXISTING, BOW
MATCH EXISTING, BOW
100% REVIEW
SUBMITTAL
J:
\
P
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W
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W
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A
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9
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0
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A
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\
C
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D
D
\
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD08-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
1"=10'
02/2026
CURB RAMP DETAILS
58TH AVE S & INTERURBAN AVE S
40
INTERURBAN AVE S
GREEN RIVER TRL
21+00 22+00
301
300
302303
305
304
307
308 309
310311
306
2.3
%
1
6
.
0
'
1.3%
15.8'
0.1%
5.0'
1.5
%
11
.
5
'
7.1%7.0'
7.1%
7.0'
1.8%
14.4
'
1.5%
14.2'
1.5%
5.0'
1.1
%
11
.
0
'
1.0%
7.0'
2.6%
7.0'
TYPE SINGLE DIRECTION A CURB
RAMP PER COT STD DETAIL RS-13
TYPE SINGLE DIRECTION A CURB
RAMP PER COT STD DETAIL RS-13
E
X
2
.
0
%
EX 1
.
8
%
1.5
%EX
0.1
%EX
EX ROW PER GIS
14060 INTERURBAN AVE S
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
300
301
302
303
304
305
STATION
21+31.03
21+41.35
21+24.99
21+17.99
21+18.07
21+25.07
OFFSET
35.11' RT
46.68' RT
46.56' RT
46.51' RT
35.02' RT
35.06' RT
ELEV
21.22
20.86
21.07
21.95
21.74
21.24
DESCRIPTION
MATCH EXISTING, LANDING, PC, R=28.6'
MATCH EXISTING, LANDING, PT
RAMP
MATCH EXISTING, RAMP
MATCH EXISTING, RAMP
RAMP
CURB LAYOUT POINTS
NUMBER
306
307
308
309
310
311
STATION
21+79.40
21+88.12
21+93.99
22+00.99
22+01.11
21+94.11
OFFSET
46.32' RT
35.23' RT
35.16' RT
35.09' RT
46.09' RT
46.16' RT
ELEV
20.84
21.11
21.17
21.22
21.20
21.03
DESCRIPTION
MATCH EXISTING, LANDING, PC, R=30.2'
MATCH EXISTING, LANDING, PT
RAMP
MATCH EXISTING, RAMP
MATCH EXISTING, RAMP
RAMP
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
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W
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A
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9
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0
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A
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e
S
\
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D
\
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R
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1
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/
2
0
2
6
3
:
0
0
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD08-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
1"=10'
02/2026
CURB RAMP DETAILS
14060 INTERURBAN AVE S
41
GREEN RIVER TRL
INTERURBAN AVE S
S
1
4
0
T
H
S
T
25+00 26+00 27+00
416
417406
404
403
407
413
412
418411
402
415414
401
410
409
408
400405
1.
6
%
1
5
.
7
'
1.5%
14.0'
1.5%
5.0'
0.9
%
12
.
7
'
5.7%
6.0'
7.0%
6.0'
1.5
%
12
.
7
'
1.5%
17.
6
'
3.3
%
8.5
'
1.0%
4.6'
3.9
%
8.
3
'
1.5%
6.0'
1.0
%
14
.
3
'
0.4%
5.1'
1.0%
10.6'
6.1%
12.0'
7.9%
12.0'
TYPE SINGLE DIRECTION A CURB
RAMP PER COT STD DETAIL RS-13
TYPE SINGLE DIRECTION A CURB
RAMP PER COT STD DETAIL RS-13
E
X
1
.
4
%
EX 1
.
4
%
2.6%
5.0'
0.3
%EX
0.5%
5.0'
4.3
%
4.
0
'
3.8%EX
0.9
%
4.0
'
0.5
%EX
EX ROW PER GIS
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
400
401
402
403
404
405
406
407
STATION
25+71.15
25+79.72
25+65.20
25+59.32
25+54.32
25+54.40
25+59.35
25+65.31
OFFSET
35.60' RT
48.24' RT
48.12' RT
48.07' RT
48.04' RT
35.31' RT
35.39' RT
35.49' RT
ELEV
21.20
20.78
21.00
21.34
21.43
21.36
21.59
21.27
DESCRIPTION
MATCH EXISTING, LANDING, PC, R=29.3'
MATCH EXISTING, LANDING, PT
RAMP
RAMP
MATCH EXISTING
MATCH EXISTING
RAMP
RAMP
CURB LAYOUT POINTS
NUMBER
408
409
410
411
412
413
414
415
416
417
418
STATION
26+17.35
26+17.37
26+18.69
26+28.30
26+23.83
26+23.84
26+23.85
26+34.45
26+46.45
26+46.17
26+34.17
OFFSET
61.62' RT
57.62' RT
49.26' RT
35.01' RT
61.63' RT
57.63' RT
49.27' RT
49.35' RT
49.45' RT
35.19' RT
35.07' RT
ELEV
20.49
20.57
20.71
21.03
21.13
21.16
20.79
20.94
21.89
21.82
21.08
DESCRIPTION
MATCH EXISTING
RAMP, PC, R=29.6'
LANDING
MATCH EXISTING, LANDING, PT
MATCH EXISTING, BOW
RAMP, BOW
AP, RAMP, BOW
RAMP
MATCH EXISTING
MATCH EXISTING
RAMP
100% REVIEW
SUBMITTAL
J:
\
P
N
W
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD08-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
1"=10'
02/2026
CURB RAMP DETAILS
S 140TH ST & INTERURBAN AVE S
42
57
T
H
A
V
E
S
ST
O
P
27+00 28+00
INTERURBAN AVE S
511
512
513504
502
503
510
501
507
508
509
500
505
506
1.1
%
5.
0
'
6.
3
%
6
.
3
'
10.
3
%
6.3
'
7.5%
5.8'
7.5%
5.8'
0.5%
7.4'
2.8
%
7.
5
'
1.2
%
5.
0
'
1.5%
4.0'
1.2
%
5.
0
'
1.5%
4.0'
7.9%
7.7'
10.6%
6.0'
1.5
%
5.
5
'
1.5%
5.5'
3.1%
4.6'
3.6%
4.0
'
8.1%
6.0
'
6.5
%
8.0
'
1.0%
5.5'
EX 2
.
3
%
TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10
TYPE PERPENDICULAR A CURB
RAMP PER COT STD DETAIL RS-12
E
X
1
.
2
%
2.
1
%
E
X
2.7
%
5.5
'
0.8%
EX
1.9
%
3.8
'
2.2%
EX
0.8%EX
EX ROW PER GIS
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
500
501
502
503
504
505
506
STATION
27+08.97
27+14.67
27+17.28
27+20.10
27+20.87
27+14.78
27+05.60
OFFSET
30.39' LT
35.73' LT
39.63' LT
47.22' LT
54.97' LT
55.38' LT
35.35' LT
ELEV
21.78
21.60
21.68
21.66
21.74
22.22
22.34
DESCRIPTION
MATCH EXISTING, RAMP, PC, R=27.4'
LANDING
LANDING
RAMP
MATCH EXISTING
MATCH EXISTING, BOW
MATCH EXISTING, BOW
CURB LAYOUT POINTS
NUMBER
507
508
509
510
511
512
513
STATION
27+45.38
27+46.16
27+49.04
27+52.26
27+57.44
27+62.83
27+53.33
OFFSET
46.24' LT
43.52' LT
37.80' LT
33.97' LT
30.14' LT
39.05' LT
49.11' LT
ELEV
21.48
21.47
21.57
21.62
21.78
22.19
22.06
DESCRIPTION
MATCH EXISTING, PC, R=24.5'
WING
RAMP
RAMP
MATCH EXISTING, WING, PT
MATCH EXISTING, BOW
MATCH EXISTING, BOW
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
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W
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A
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9
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0
1
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0
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A
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e
S
\
C
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D
D
\
S
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2
6
3
:
0
0
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD08-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
PLAN
02/26MD
02/26
02/26
BCC
BCC
1"=10'
02/2026
CURB RAMP DETAILS
57TH AVE S & INTERURBAN AVE S
43
59+00
I-5
O
F
F
-
R
A
M
P
INTERURBAN AVE S
613
614
606
604
615
603
602
608 609
601
616
607
600
612
611
610
605
5.6
%
7.
0
'
0.
4
%
5.
0
'
7
.
9
%
7
.
0
'
7.5%
4.4'
7.5%
4.3'
0.
3
%
5.
0
'
1.0%
4.0'
0.
3
%
5.
0
'1.0%
4.0'
0.
9
%
7
.
2
'
3.1%
7.3'
0.9%
17.3'
6.2%
7.8'
1.5
%
5.
5
'
1.0%
15.5'
1
.
5
%
5
.
6
'
7.5%
7.0'
1.0%
10.8'
0.5
%
10.
0
'
7.5%
8.0'
6.9%
8.0'
TYPE PERPENDICULAR A CURB
RAMP PER COT STD DETAIL RS-12
TYPE COMBINATION CURB RAMP
PER COT STD DETAIL RS-11
E
X
0
.
7
%
EX 0.8
%
1.3
%EX
0.3%
23.1'
1.0%EX
2
.
1
%
E
X
EX ROW PER GIS, TYP
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
600
601
602
603
604
605
606
STATION
58+66.73
58+79.03
58+84.59
58+87.56
58+90.23
58+90.88
58+67.33
OFFSET
29.51' RT
32.87' RT
37.39' RT
41.42' RT
48.07' RT
53.09' RT
52.24' RT
ELEV
21.91
22.04
22.11
22.13
22.22
22.17
22.70
DESCRIPTION
MATCH EXISTING, PC, R=24.1'
WING
RAMP
RAMP
WING
MATCH EXISTING, PT
MATCH EXISTING
CURB LAYOUT POINTS
NUMBER
607
608
609
610
611
612
613
614
615
616
STATION
59+53.99
59+69.23
59+76.69
59+78.21
59+71.58
59+71.64
59+79.41
59+77.05
59+69.27
59+58.01
OFFSET
46.82' RT
38.37' RT
35.71' RT
41.77' RT
43.98' RT
44.91' RT
46.82' RT
56.46' RT
54.58' RT
51.33' RT
ELEV
21.93
22.10
22.09
22.71
22.19
22.21
22.83
22.70
22.16
22.04
DESCRIPTION
MATCH EXISTING, LANDING, PC, R=77.4'
LANDING
MATCH EXISTING, RAMP, PT
MATCH EXISTING, BOW
LANDING
RAMP
MATCH EXISTING, RAMP
MATCH EXISTING, RAMP
RAMP
LANDING
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
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1
1
7
0
0
R
D
0
9
-
C
.
d
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2/
1
3
/
2
0
2
6
3
:
0
1
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD09-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
02/26MD
02/26
02/26
BCC
BCC
PLAN
1"=10'
02/2026
CURB RAMP DETAILS
I-5 OFF-RAMP & INTERURBAN AVE S
44
60+00 61+00 62+00
48
T
H
P
L
S
INTERURBAN AVE S
716
715
714
709
708
713
707
700
701
702
712
717
706
703
711
710
704
705
4.
1
%
1
2
.
0
'
4.8
%
9.
9
'
1.0%
6.9'
1.5%
5.6'
6.4
%
8.8'
8.9%
7.0'
1.5%
8.6
'
3.
1
%
8
.
4
'
3
.
3
%
7
.
0
'
1.0%
5.5'
7.1%
11.0'
7.8%
13.0'
4.8%
4.0
'
6.5%
6.0'
16.4
%
5.1'
7.5
%
5.5
'
7.5
%
5.
5
'
6.5%
6.0'
1.5
%
4.0
'
1.5
%
4.0
'
6.5%
6.0'
3.5%
6.3'
6.1
%
6.
8
'
TYPE PERPENDICULAR A CURB
RAMP PER COT STD DETAIL RS-12
TYPE COMBINATION CURB RAMP
PER COT STD DETAIL RS-11
E
X
3
.
8
%
EX 5
.
9
%
2.
4
%
1
0
.
1
'
4.8
%6.1
'
3.1
%
5.
1
'
3.4%EX
2.8%EX
0.0
%EX
EX ROW PER GIS, TYP
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
700
701
702
703
704
705
706
707
708
709
STATION
60+10.74
60+26.44
60+33.94
60+41.66
60+44.88
60+45.74
60+39.59
60+25.93
60+20.11
60+02.58
OFFSET
31.11' RT
34.03' RT
38.90' RT
48.23' RT
56.07' RT
62.23' RT
62.68' RT
59.07' RT
50.82' RT
42.22' RT
ELEV
22.81
22.63
22.30
21.81
21.57
21.29
21.97
22.92
23.16
23.29
DESCRIPTION
MATCH EXISTING, PC, R=34.5'
RAMP
LANDING
LANDING
RAMP, PT
MATCH EXISTING
MATCH EXISTING, BOW
MATCH EXISTING, RAMP
MATCH EXISTING, RAMP
MATCH EXISTING, BOW
CURB LAYOUT POINTS
NUMBER
710
711
712
713
714
715
716
717
STATION
60+84.73
60+88.19
60+90.29
60+94.05
60+97.91
61+15.80
61+17.08
60+91.25
OFFSET
60.73' RT
49.45' RT
45.87' RT
41.20' RT
37.74' RT
30.73' RT
41.96' RT
61.16' RT
ELEV
21.68
22.05
22.32
22.71
23.08
23.80
24.38
22.09
DESCRIPTION
MATCH EXISTING, PC, R=34.5'
WING
RAMP
RAMP
WING
MATCH EXISTING, PT
MATCH EXISTING, BOW
MATCH EXISTING, BOW
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
R
D
0
9
-
C
.
d
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2/
1
3
/
2
0
2
6
3
:
0
1
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD09-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
02/26MD
02/26
02/26
BCC
BCC
PLAN
1"=10'
02/2026
CURB RAMP DETAILS
48TH PL S & INTERURBAN AVE S
45
64+00 65+00
INTERURBAN AVE S
800
812
813
801
802
803 809
810
804
811
808
805
806
807
1.3
%
7.4
'
1.3%
5.0'
0.9
%
7.6
'
1.5%
6.5'
5.4%
9.4'
7.5%
7.0'
1.0
%
9.4
'
2.1
%
9.
1
'
2.1
%
7.
0
'1.0%
5.7'
1.0%
6.0'
2.6%
12.2
'
2.7%
11.8'
1.
5
%
7
.
4
'
1.
5
%
6.
2
'1.5%
5.0'
3.0%
10.2
'
4.5%
7.0'
TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10 TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10
EX
1
.
3
%
EX 0.
2
%
1.1
%EX
0.2%
6.1'
0.3%
5.0'
6.
6
%
5
.
0
'
1.5%EX
5.
9
%
6
.
0
'
1.5%
EX
1.1
%EX
EX ROW PER GIS, TYP
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
800
801
802
803
804
805
806
807
STATION
63+90.63
63+96.82
64+05.47
64+11.31
64+16.82
64+19.23
64+13.27
63+90.63
OFFSET
30.95' RT
32.16' RT
36.10' RT
40.85' RT
48.29' RT
53.86' RT
55.89' RT
41.89' RT
ELEV
23.48
23.00
22.99
22.90
22.60
22.70
22.93
23.61
DESCRIPTION
MATCH EXISTING, PC, R=33.6'
RAMP
LANDING
LANDING
RAMP
MATCH EXISTING, PT
MATCH EXISTING, BOW
MATCH EXISTING, BOW
CURB LAYOUT POINTS
NUMBER
808
809
810
811
812
813
STATION
64+66.37
64+73.69
64+78.50
64+89.52
64+89.81
64+72.17
OFFSET
49.65' RT
39.78' RT
36.07' RT
31.58' RT
42.07' RT
52.55' RT
ELEV
22.47
22.64
22.71
22.57
23.13
23.05
DESCRIPTION
MATCH EXISTING, RAMP, PC, R=33.4'
LANDING
LANDING
MATCH EXISTING, RAMP, PT
MATCH EXISTING, BOW
MATCH EXISTING, BOW
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
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A
v
e
S
\
C
A
D
D
\
S
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD09-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
02/26MD
02/26
02/26
BCC
BCC
PLAN
1"=10'
02/2026
CURB RAMP DETAILS
13036 INTERURBAN AVE S - SOUTH
46
66+00 67+00
INTERURBAN AVE S
I
N
T
E
R
U
R
B
A
N
A
V
E
S
917
918
916
915
905
910
906
913
908907
919
914
900
912
911
904
909
902
903
901
0.6
%
7.
6
'
1.5%
5.2'
1.5%
10.9'
0.8
%
5.0
'
6.2%
6.0'
6.8%
6.0'
1.5
%5.0
'
0.6%
6.6'
1.0%
10.0'
1.5%
5.1'
1.4
%
4.5
'
7.0%
7.0'
7.0%
7.0'
1.5
%4.5
'
TYPE SINGLE DIRECTION A CURB
RAMP PER COT STD DETAIL RS-13
TYPE SINGLE DIRECTION A CURB
RAMP PER COT STD DETAIL RS-13
EX
0
.
7
%
EX 0
.
0
%
0.8%5.0'
0.8%5.0'
1.5
%EX
1.0%
4.0'
1.1%
4.0'
1.5
%EX
EX ROW PER GIS, TYP
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
900
901
902
903
904
905
906
907
908
909
STATION
66+12.49
66+14.68
66+20.23
66+21.19
66+08.72
66+02.72
65+97.72
65+97.74
66+02.74
66+08.74
OFFSET
35.58' RT
36.93' RT
42.05' RT
43.17' RT
42.02' RT
42.00' RT
41.98' RT
36.98' RT
37.00' RT
37.02' RT
ELEV
23.00
22.80
22.74
22.72
22.93
23.34
23.30
23.20
23.26
22.89
DESCRIPTION
MATCH EXISTING, PC, R=26.8'
LANDING
LANDING
MATCH EXISTING, PT
RAMP
RAMP
MATCH EXISTING
MATCH EXISTING
RAMP
RAMP
CURB LAYOUT POINTS
NUMBER
910
911
912
913
914
915
916
917
918
919
STATION
66+80.96
66+81.99
66+86.86
66+89.35
66+92.70
66+99.70
67+03.70
67+03.62
66+99.62
66+92.62
OFFSET
43.45' RT
42.20' RT
37.76' RT
36.08' RT
37.89' RT
38.01' RT
37.97' RT
42.58' RT
42.51' RT
42.39' RT
ELEV
22.93
22.94
22.91
22.89
22.99
23.47
23.47
23.58
23.54
23.05
DESCRIPTION
MATCH EXISTING, PC, R=24.0'
LANDING
LANDING
MATCH EXISTING, PT
RAMP
RAMP
MATCH EXISTING
MATCH EXISTING
RAMP
RAMP
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
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W
I
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A
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9
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0
1
1
7
0
0
-
I
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r
u
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a
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A
v
e
S
\
C
A
D
D
\
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD09-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
02/26MD
02/26
02/26
BCC
BCC
PLAN
1"=10'
02/2026
CURB RAMP DETAILS
13036 INTERURBAN AVE S - NORTH
47
78+00 79+00
INTERURBAN AVE S
GA
T
E
W
A
Y
D
R
1000
1001
1007
1002
1003
1004
10051006
1008
1009
1010
1011
1012
1013
1014
1015
E
X
5
.
6
%
EX
4
.
6
%
1.5%
7.8
'
5.
4
%
6
.
1
'
6.
6
%
5
.
0
'1.5%
6.0'
2
.
5
%
6
.
0
'
2
.
0
%
7
.
3
'
1.5%
6.0'
7.
4
%
17
.
9
'
9.
0
%
11
.
6
'
1.5%
6.1'
1.5%
5.9'
1.5
%
6.1'
1.6%
7.8
'
4.2%
6.5
'
2.1%
6.0
'
5.5%
5.0
'
6.7%
20.7'
9.5%
15.0'
1.5
%9.
1
'
TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10 TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10
2.0%
8.3'
2.5%
12.4'
0.3
%EX
9.0%
3.4'
7.2
%6.3
'
5.0%EX
4.6
%5.3
'
6.9
%
4.3
'
4.1%EX
3.3
%
4.0
'
0.4%
3.6'
1.1%
3.2'
1.
2
%EX
EX ROW PER GIS, TYP
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
1000
1001
1002
1003
1004
1005
1006
1007
STATION
78+28.47
78+40.46
78+53.53
78+56.27
78+58.20
78+58.60
78+52.13
78+28.40
OFFSET
31.33' RT
35.12' RT
47.42' RT
52.93' RT
60.06' RT
66.44' RT
66.35' RT
42.42' RT
ELEV
24.25
23.79
22.97
22.64
22.29
21.99
22.63
24.57
DESCRIPTION
MATCH EXISTING, PC, R=34.3'
RAMP
LANDING
LANDING
RAMP
MATCH EXISTING, PT
MATCH EXISTING, BOW
MATCH EXISTING, BOW
CURB LAYOUT POINTS
NUMBER
1008
1009
1010
1011
1012
1013
1014
1015
STATION
79+06.61
79+07.05
79+09.21
79+12.30
79+28.38
79+31.76
79+33.21
79+13.28
OFFSET
64.21' RT
59.94' RT
52.32' RT
46.49' RT
33.36' RT
32.20' RT
42.49' RT
64.59' RT
ELEV
22.06
22.23
22.61
22.88
23.75
23.90
24.37
22.69
DESCRIPTION
MATCH EXISTING, PC, R=34.7'
RAMP
LANDING
LANDING
RAMP
MATCH EXISTING, PT
MATCH EXISTING, BOW
MATCH EXISTING, BOW
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
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F
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l
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s
\
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R
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2/
1
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/
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0
2
6
3
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0
1
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD09-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
02/26MD
02/26
02/26
BCC
BCC
PLAN
1"=10'
02/2026
CURB RAMP DETAILS
GATEWAY DR & INTERURBAN AVE S
48
86+00
87+00
INTERURBAN AVE S
A
C
C
E
S
S
R
D
W
Y
1100
1101
1102
1103
1104
1105
1106
1107
1108 1109
1110
1111
EX
6
.
9
%
E
X
2
.
3
%
7.
2
%
7
.
0
'
9.
5
%
6.
0
'1.4%
5.5'2.
1
%
4
.
2
'
1.5%
5.5'
2.
1
%
4
.
0
'
1.5%
5.8'
0.5
%
7.6
'
0.7%
6.0
'
6.2%
6.5'
8.2%
5.0'
7.9%
20.9'
11.3%
15.0'
1.
5
%
10
.
0
'
1.5%
6.1'
1.5
%
6.7'
TYPE PARALLEL B CURB RAMP
PER COT STD DETAIL RS-10 TYPE PARALLEL A CURB RAMP
PER COT STD DETAIL RS-10
2.6%EX
8.4
%
6.2
'
4.3%EX
7.3
%
4.9
'
0.6%
6.8'
2.8%
6.2'
3.3
%EX
EX ROW PER GIS
GENERAL CURB RAMP NOTES
1.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONSTRUCT
THE RAMPS AND SIDEWALKS IN CONFORMANCE WITH THESE DETAILS
AND THE APPLICABLE STANDARDS. CONTRACTOR SHALL CORRECT ALL
NON-COMPLIANT WORK AT NO ADDITIONAL COST TO THE
CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE
CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER
TIME.
2.SLOPES, ELEVATIONS, AND RAMP LENGTHS ARE FOR REFERENCE
ONLY. FIELD VERIFY, MODIFY, AND CONSTRUCT CURB RAMPS TO MEET
ADA REQUIREMENTS.
3.THE CONTRACTOR SHALL PROVIDE THE ENGINEER A MINIMUM OF 24
HOUR NOTICE WHEN FORMS ARE SET FOR ADA RAMP WORK FOR
INSPECTION AND ADJUSTMENTS.
4.USE DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS
SHALL BE INSTALLED PER COT STD DETAIL RS-14, AND AS SPECIFIED
IN THE DRAWINGS.
5.ALL JUNCTION BOXES WITHIN PEDESTRIAN ACCESS ROUTE MUST HAVE
NON-SKID LID.
6 SIDEWALKS AND CURB RAMPS HAVE BEEN DESIGNED TO BE
COMPLIANT WITH ADA REQUIREMENTS TO THE MAXIMUM EXTENTS
FEASIBLE (MEF) GIVEN EXISTING SITE CONDITIONS. WHERE ANY
ELEMENT CAN NOT MEET ADA REQUIREMENTS, THE DEFICIENCY HAS
BEEN DOCUMENTED IN AN MEF REPORT. THE MEF REPORT IS
INCLUDED AS AN APPENDIX IN THE CONTRACT PROVISIONS.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE PER COT STD DETAIL RS-14
HMA FOR NEW PAVEMENT
CURB RAMP LEGEND
CURB LAYOUT POINTS
NUMBER
1100
1101
1102
1103
STATION
85+97.77
86+01.22
86+02.89
85+92.57
OFFSET
40.51' RT
46.65' RT
50.49' RT
44.16' RT
ELEV
27.04
26.89
26.81
27.54
DESCRIPTION
MATCH EXISTING, RAMP, PC, R=35.0'
LANDING, PT
MATCH EXISTING, LANDING
MATCH EXISTING, BOW
CURB LAYOUT POINTS
NUMBER
1104
1105
1106
1107
1108
1109
1110
1111
STATION
86+49.54
86+50.76
86+53.85
86+57.71
86+75.82
86+82.78
86+84.33
86+56.73
OFFSET
61.43' RT
55.21' RT
47.98' RT
42.41' RT
30.01' RT
28.23' RT
39.72' RT
61.74' RT
ELEV
25.22
25.66
26.20
26.60
27.73
27.83
28.57
25.89
DESCRIPTION
MATCH EXISTING, PC, R=35.3'
RAMP
LANDING
LANDING
RAMP
MATCH EXISTING, PT
MATCH EXISTING, BOW
MATCH EXISTING, BOW
100% REVIEW
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PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD09-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
0 5 10 20 30
SCALE IN FEET
02/26MD
02/26
02/26
BCC
BCC
PLAN
1"=10'
02/2026
CURB RAMP DETAILS
ACCESS RDWY & INTERURBAN AVE S
49
B
U
S
U
17+00 18+00
58
T
H
A
V
E
S
INTERURBAN AVE S
GREEN RIVER TRL
S
1
4
1
S
T
S
T
EX51
EX21
EX
VDA
EX22
EX28
PPB
28
EX29
EX48
EX11
EX
EVPE
A
EX
VDC
EX49
EX69
EX42
VIDEO
EX
EVPE
B EX41
PPB
48
PPB
69
PPB
49
VDB42 VDB41
VDA21
VDA22
VDA23
VDB81
VDC63
VDC62
VDC61
11
11
10
11
12
LOOPS BEYOND
SHEET EXTENTS
APPROX STATIONS
19+00 LT
19+65 LT
20+30 LT
11
(TYP)
(TYP)
(TYP)
(TYP)
10(TYP)
10(TYP)
10
11
(TYP)
7
7
7
7
9
8
LOOPS BEYOND
SHEET EXTENTS
APPROX STATIONS
15+20 RT
15+60 RT
15+90 RT
16+55 RT
11
1
2 3
6
4
13
13
13
5
14
14
14 14
14
13
VD-B
17
14
1 1
2
3
8
6
6
7
4
5 16
16
16
16
16
19
11
PPB
29
62
61
5
5
EX68
EX EVPE C
PPB 68
5
R/W
R/W
R/W
R/W
6
9
18
18
18
9
10
ANTENNA
81 82
15
20
100% REVIEW
SUBMITTAL
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PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD07-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERED
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
ENNALIO
ES IGS
39324
J A N CIGANIK
0 5 10 20 30
SCALE IN FEET
PLAN
02/26JC
02/26
02/26
HH
HH
1"=10'
02/2026
SIGNALIZED ADA IMPROVEMENT PLAN & DETAILS
58TH AVE S ／ S 141ST ST & INTERURBAN AVE S
50
CONSTRUCTION NOTES
CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.15. INSTALL APS STYLE PEDESTRIAN PUSH BUTTON(S) ON POLE
PER WSDOT STD PLAN J-20.26 AND PUSH BUTTON SCHEDULE, THIS SHEET. PUSH BUTTON LOCATION AND ORIENTATION
SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER IN THE FIELD PRIOR TO DRILLING HOLES. SEE SPECIAL
PROVISIONS.
EXISTING SIGNAL POLE TO REMAIN (PROTECT DURING CONSTRUCTION). REMOVE EXISTING PUSH BUTTON ASSEMBLY(S)
FROM THE POLE. REMOVE/REROUTE ASSOCIATED WIRING PER WIRE NOTES, THIS SHEET. COVER EXISTING UNUSED POLE
HOLES WITH GALVANIZED PLUGS PER DETAIL, SHEET 56.
LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. REMOVE AND SALVAGE EXISTING CABINET AND ALL
ASSOCIATED EQUIPMENT AND DELIVER TO CITY PER SPECIAL PROVISIONS. FURNISH AND INSTALL NEW TYPE "SP+"
TRAFFIC SIGNAL CONTROLLER CABINET WITH YUNEX M60 CONTROLLER, CURRUX VIDEO DETECTION SYSTEM,
RUGGEDCOM SWITCH, WIRELESS INTERCONNECT SYSTEM AND BATTERY BACKUP SYSTEM ON EXISTING FOUNDATION
AND RECONNECT FIELD WIRING. COORDINATE ALL WORK WITH TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
SEE SPECIAL PROVISIONS.
FURNISH AND INSTALL INTUICOM WIRELESS INTERCONNECT SYSTEM ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO
TRAFFIC SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. COORDINATE CONNECTION TO TRAFFIC
CONTROLLER AND SYSTEM SETUP WITH CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL
PROVISIONS.
VIRTUAL VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). NUMBER AND LOCATION OF ZONES SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD AND COORDINATED WITH CITY TRAFFIC MAINTENANCE DEPARTMENT
REPRESENTATIVE.
FIELD LOCATE EXISTING VEHICLE INDUCTION LOOP(S) AND REMOVE BY GRINDING OR ABANDON. DISCONNECT ALL
LOOP SPLICES IN JUNCTION BOXES PRIOR TO GRINDING. REMOVE EXISTING 2CS WIRING TO CONTROLLER. COORDINATE
WORK WITH TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
PRIOR TO REMOVAL OF LOOPS, FURNISH AND INSTALL AXIS FISHEYE VEHICLE DETECTION CAMERA ON LUMINAIRE
ARM PER MANUFACTURER'S RECOMMENDATIONS (EXACT LOCATION TO BE DETERMINED IN THE FIELD BY TRAFFIC
MAINTENANCE DEPARTMENT REPRESENTATIVE). FURNISH AND INSTALL VIDEO DETECTION WIRING FROM CAMERA TO
CONTROLLER CABINET, AND COMPLETE ALL OTHER WORK AND DETECTION ZONE SETUP IN THE PRESENCE OF
TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
REMOVE EXISTING AND INSTALL NEW SIGNAL HEAD WITH BACKPLATE WITH 2" RETROREFLECTIVE YELLOW TAPE.
FURNISH AND INSTALL 2" RETROREFLECTIVE YELLOW TAPE TO EXISTING MAST ARM MOUNTED SIGNAL HEAD
BACKPLATE.
REROUTE EXISTING PPB WIRING TO NEW POLE PER WIRE NOTES, THIS SHEET.
REMOVE EXISTING AND INSTALL NEW JUNCTION BOX WITH NON-SKID LID. SEE SPECIAL PROVISIONS.
RELOCATE EXISTING VIDEO DETECTION CAMERA AND MOUNTING EQUIPMENT FROM SW CORNER POLE MAST ARM TO
SE CORNER POLE MAST ARM. INSTALL WIRING TO CONTROLLER. COORDINATE WORK WITH TRAFFIC MAINTENANCE
DEPARTMENT REPRESENTATIVE.
INTERCEPT EXISTING AND SPLICE IN NEW CONDUIT (MATCH EXISTING SIZE). REROUTE EXISTING WIRING VIA NEW
JUNCTION BOX. REMOVE UNUSED CONDUCTORS TO CONTROLLER.
REMOVE EXISTING AND INSTALL NEW JUNCTION BOX TO AVOID RAMP/LANDING LOCATION. MODIFY CONDUIT/WIRING
PER THIS PLAN AND WIRE NOTES, THIS SHEET (ESTIMATED 8 CONDUITS TO BE REROUTED).
REMOVE AND SALVAGE TO CITY EXISTING VIDEO DETECTION CAMERA. REMOVE EXISTING ASSOCIATED WIRING TO
CONTROLLER.
7
8
9
10
11
12
13
14
15
16
17
18
19
20
PUSH BUTTON AND POLE SCHEDULE
POLE
#POLE
TYPE STATION OFFSET PUSHBUTTON ∅ARROW
DIRECTION SIGN AUDIBLE WALK INDICATOR FOUNDATION
TYPE
1 PPB 17+37.2 33.4' LT 49 LEFT R10-3e(LT)PERCUSSIVE TONE CURB
2 PPB 17+51.1 45.9' LT 68 RIGHT R10-3e(RT)PERCUSSIVE TONE CURB
3 PPB 18+09.0 45.3' LT 69 LEFT R10-3e(LT)PERCUSSIVE TONE CURB
4 PPB 18+11.9 46.6' RT 28 RIGHT R10-3e(RT)PERCUSSIVE TONE CURB
5 PPB 17+47.4 50.1' RT 29 LEFT R10-3e(LT)PERCUSSIVE TONE FLAT
6 PPB 17+36.2 40.7' RT 48 RIGHT R10-3e(RT)PERCUSSIVE TONE FLAT
EXISTING TRAFFIC SIGNAL
SYSTEM SHALL REMAIN
FULLY OPERATIONAL, DURING
THE CONSTRUCTION, UNTIL
DAY OF CHANGEOVER WHEN
UNIFORMED POLICE OFFICER
SHALL DIRECT TRAFFIC.
NOTE:
FOR LEGEND AND GENERAL NOTES SEE SHEET 56.
PHASES#
NB
VIDEO DETECTION SCHEDULE
EVPE SCHEDULE
PHASES#
Ø4
Ø1, Ø6
Ø2, Ø5
Ø8
Ø8
Ø1, Ø6
Ø2, Ø5
SIGNAL HEAD ASSIGNMENTS
PEDESTRIAN HEADS:
EX28, EX29,
EX48, EX49,
EX68 & EX69
12"
12"Y
R
G
12"
VEHICLE HEADS:
EX21, EX22,
EX41, EX42,
61, 62, 81 & 82
VEHICLE HEADS:
EX11 & EX51
12"
12"Y
R
G 12"
RI
N
G
1
RI
N
G
2
SIGNAL PHASING DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø8Ø7Ø6Ø5
NOT
USED
NOT
USED
VEHICLE MOVEMENT (THRU)
VEHICLE MOVEMENT (TURN)
PEDESTRIAN MOVEMENT
#
WIRE NOTES:
1.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE (GROUND WIRE
NOT SHOWN). GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG).
CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A
DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF TUKWILA".
2.ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED.
EX, 1-VIDEO
EX
EX A
EX B
EX C
EX D
3 2
4
1
5 6
SB
WB
Ø4EB
REROUTE EX PPB WIRING TO NEW POLE
(REMOVE EX UNUSED WIRING)
COMMENTSCONDUCTORS
RACEWAY/
CONDUIT
SIZE
EX EX, 2-CAT6(VIDEO, ANT)1
2 1"EX(1-2CS)
3 EX
EX4
5 EX
REROUTE EX PPB WIRING TO NEW POLE
REMOVE EX PPB WIRING TO CONTROLLER
REMOVE EX 2CS LOOP WIRING TO CONTROLLER
EX, 1-VIDEO, 2-CAT6(VIDEO,
ANT), 2-2CS7EX
REMOVE EX 2CS LOOP WIRING TO CONTROLLER
(REMOVE EX UNUSED WIRING)
REMOVE EX UNUSED WIRING TO CONTROLLER
1-2CS61"
EX9EX REFEED EX WIRING (REMOVE EX UNUSED WIRING)
EX, 1-2CS10NEW (MATCH EX)REFEED EX WIRING (REMOVE EX UNUSED WIRING)
EX, 1-2CS11 REFEED EX WIRING (REMOVE EX UNUSED WIRING)EX
8 EX
WIRE NOTES
REMOVE EX UNUSED WIRING TO CONTROLLER
EX, 2-CAT6(VIDEO, ANT)
EX, 1-VIDEO, 2-CAT6(VIDEO,
ANT), 3-2CS
U
U
T
B
U
S
B
U
S
47+00 48+00
5
6
T
H
A
V
E
S
52
N
D
A
V
E
S
INTERURBAN AVE S
GREEN RIVER TRL
GREEN RIVER TRL
LOOPS BEYOND
SHEET EXTENTS
APPROX STATIONS
48+55 LT
48+80 LT
49+20 LT
50+15 LT
LOOPS BEYOND SHEET EXTENTS
APPROX STATIONS
44+95 RT
46+30 RT
3
3
3
(TYP)
3(TYP)
1
EX21
EX VDA
EX EVPE A
EX22
EX23
EX28
EX89EX41
EX
EVPE
BEX42EX
VDBEX43
EX48
EX29
EX61
EX VDC
EX EVPE C
EX62
EXOLA
(BUS)
EX49
EX68
EX PPB68
EX83
EX88
EX69
4
VDA23
VDC61
VDD81
VDC62
VDC63
PTZ
VDA22
VDA21
VD
B
4
1
EX81 EX
VDD
EX
EVPE
D
EX82VDB42
5 (TYP)
5 (TYP)
5(TYP)
5
6
2
4
4
4
4
4
44
5 R/W
5
ANTENNA
1
5
55
2
3
4
R/W
R/W
R/W
1
100% REVIEW
SUBMITTAL
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD07-S.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERED
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
ENNALIO
ES IGS
39324
J A N CIGANIK
0 5 10 20 30
SCALE IN FEET
PLAN
02/26JC
02/26
02/26
HH
HH
1"=10'
02/2026
SIGNALIZED ADA IMPROVEMENT PLAN & DETAILS
52ND AVE S ／56TH AVE S & INTERURBAN AVE S
51
CONSTRUCTION NOTES
LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. REMOVE AND SALVAGE EXISTING VIDEO CARDS AND
RACK TO THE CITY. NEW CURRUX VIDEO DETECTION SYSTEM TO BE FURNISHED AND INSTALLED BY THE
CONTRACTOR IN TRAFFIC SIGNAL CONTROLLER CABINET. TERMINATE EXISTING VIDEO DETECTION CABLES, AND
COMPLETE DETECTION ZONE SETUP IN THE PRESENCE OF TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE
SPECIAL PROVISIONS. FURNISH AND INSTALL RUGGEDCOM SWITCH, 2 POE INJECTORS, AND CABLES TO PROVIDE
CONNECTIONS FOR PTZ AND INTERCONNECT. SEE SPECIAL PROVISIONS.
FURNISH AND INSTALL PTZ CAMERA ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO TRAFFIC SIGNAL CONTROLLER
CABINET PER WIRE NOTES, THIS SHEET. COORDINATE CAMERA EXACT LOCATION AND SYSTEM SETUP WITH CITY
TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS.
REMOVE EXISTING VEHICLE INDUCTION LOOP(S) BY GRINDING OR ABANDON. DISCONNECT ALL LOOP SPLICES IN ALL
JUNCTION BOXES PRIOR TO GRINDING. REMOVE ALL EXISTING LOOP TWISTED PAIR WIRING BETWEEN JUNCTION BOX
AND PAVEMENT AND REMOVE EXISTING 2CS WIRING TO CONTROLLER. COORDINATE WORK WITH CITY TRAFFIC
MAINTENANCE DEPARTMENT REPRESENTATIVE
FURNISH AND INSTALL 2" RETROREFLECTIVE YELLOW TAPE TO EXISTING MAST ARM MOUNTED SIGNAL HEAD
BACKPLATE.
VIRTUAL VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). NUMBER AND LOCATION OF ZONES SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD AND COORDINATED WITH CITY TRAFFIC MAINTENANCE DEPARTMENT
REPRESENTATIVE.
FURNISH AND INSTALL INTUICOM WIRELESS INTERCONNECT SYSTEM ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO
TRAFFIC SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. COORDINATE CAMERA EXACT LOCATION AND
SYSTEM SETUP WITH CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS.
1
2
3
4
5
6
NOTES:
1.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE
(GROUND WIRE NOT SHOWN). GROUND WIRE SIZE SHALL MATCH THE
LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN
ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE
AND SHALL BE LABELED "CITY OF TUKWILA".
2.ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS
OTHERWISE NOTED.
RI
N
G
1
RI
N
G
2
SIGNAL PHASING DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø8Ø7Ø6Ø5
NOT
USED
NOT
USED
VEHICLE MOVEMENT (THRU)
PEDESTRIAN MOVEMENT
NOT
USED
NOT
USED
ØOLA
(BUS)
PHASES#
EX VDA
VIDEO DETECTION SCHEDULEEVPE SCHEDULE
PHASES#
EX A
Ø4
Ø2
Ø8
Ø4
Ø8
Ø2
SIGNAL HEAD ASSIGNMENTS
PEDESTRIAN HEADS:
EX28, EX29,
EX48, EX49,
EX68, EX69,
EX88, EX89
12"
12"Y
R
G
12"
VEHICLE HEADS:
EX21, EX22, EX23,
EX41, EX42, EX43,
EX61, EX62, EXOLA (BUS),
EX81, EX82, EX83
Ø6, ØOLA (BUS)
EX B
EX C
EX D
Ø6, ØOLA (BUS)
EX VDB
EX VDC
EX VDD
WIRE NOTES
#
EX
COMMENTSCONDUCTORS
RACEWAY/
CONDUIT
SIZE
EX1
2
3 EX
EX4
5 EX REMOVE EX 2CS LOOP WIRING TO CONTROLLER
NOTE:
FOR LEGEND AND GENERAL NOTES SEE SHEET 56.
EX, 1-CAT6(PTZ)REMOVE EX 2CS LOOP WIRING TO CONTROLLER
EX EX, 1-CAT6(ANT)
EX, 1-CAT6(ANT)REMOVE EX 2CS LOOP WIRING TO CONTROLLER
REMOVE EX 2CS LOOP WIRING TO CONTROLLEREX, 2-CAT6(PTZ, ANT)
EXISTING TRAFFIC SIGNAL SYSTEM SHALL
REMAIN FULLY OPERATIONAL, DURING THE
CONSTRUCTION, UNTIL DAY OF CHANGEOVER
WHEN UNIFORMED POLICE OFFICER SHALL
DIRECT TRAFFIC.
59+00 60+00 61+00
UU
T
P
P
P
48
T
H
P
L
S
I-5
O
F
F
-
R
A
M
P
INTERURBAN AVE S
EX33
EXOLB1
EXOLB2
EX EVPE D
EX42 EX
EVPE
B
EX41EX
VDA
EXOLA2
EXOLA1
EX11
EX EVPE C
EXOLC1
EXOLC2
EX48
EX49
EX27EX28
EX23
EX22
EX21
EX EVPE A
EX29
VIDEO1
6
VDC
21
VDC
22
VDC
31
VDC
32
VDC
33
VDC
OLB2
VDC
OLB1
VDB
OLC1
VDB
OLC2
VDB
OLA2
VDB
OLA1
VDB
11
VDA
41
VDA
42
9
1
2
8 (TYP)
8 (TYP)8 (TYP)
8
(TYP)
8
11
11
12
13
5
13
7
4
3
PPB27PPB2810
10
10
10
10
1
1
14
13
13
2
3
10
1
R/WR/W
7
13
615 5 4
EX26
12
3231
13
VIDEO2
2
16
8
9
4
10
1
13
17
17
17
8 (TYP)
ANTENNA
PTZ
18
100% REVIEW
SUBMITTAL
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD06-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERED
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
ENNALIO
ES IGS
39324
J A N CIGANIK
0 5 10 20 30
SCALE IN FEET
02/26JC
02/26
02/26
HH
HH
PLAN
1"=10'
02/2026
SIGNALIZED ADA IMPROVEMENT PLAN & DETAILS
I-5 OFF-RAMP & INTERURBAN AVE S
48TH PL S & INTERURBAN AVE S
52
RI
N
G
1
RI
N
G
2
SIGNAL PHASING DIAGRAM
Ø1 Ø2 Ø3 (I-5)Ø4 (48TH)
Ø8Ø7Ø6Ø5
ØOLA VEHICLE MOVEMENT (THRU)
VEHICLE MOVEMENT (TURN)
PEDESTRIAN MOVEMENT
NOT
USED
NOT
USED
NOT
USED
NOT
USED
SIGNAL HEAD ASSIGNMENTS
PEDESTRIAN HEADS:
EX29, EX28, EX27, EX26
12"
12"Y
R
G
12"
VEHICLE HEADS:
EX41, EX42, EXOLA1,
EXOLA2, EXOLC1, EXOLC2
ØOLB
ØOLBØOLCØOLC
VEHICLE HEAD:
EX11
12"
12"Y
R
G 12"
Y
R
G
VEHICLE HEADS:
EX21, EX22, EX23,
EXOLB1, EXOLB2
12"
12"
12"
VEHICLE HEAD:
EX33
12"
12"Y
G 12"
VEHICLE HEADS:
31 & 32
12"
12"Y
G 12"
R R
VIDEO DETECTION SCHEDULE EVPE SCHEDULE
PHASES#
EX A
Ø4, ØOLB
Ø2, ØOLC
Ø3, ØOLC
Ø1, ØOLA, ØOLB
EX B
EX C
EX D
PUSH BUTTON SCHEDULE
POLE
#
POLE
TYPE STATION OFFSET PUSH
BUTTON ∅
ARROW
DIRECTION SIGN AUDIBLE WALK
INDICATOR
FOUNDATION
TYPE
1 PPB 59+55.7 49.7' RT 28 RIGHT R10-3e(RT)PERCUSSIVE TONE CURB
2 PPB 61+00.4 49.0' RT 27 RIGHT R10-3e(RT)PERCUSSIVE TONE CURB
3 PS (EX)58+73.4 35.8' RT 29 RIGHT R10-3e(RT)PERCUSSIVE TONE EXISTING
4 PS (EX)60+36.3 51.7' RT 26 LEFT R10-3e(LT)PERCUSSIVE TONE FLAT
NOTE:
FOR CONSTRUCTION NOTES, GENERAL
NOTES AND LEGEND SEE SHEET 56.
EXISTING TRAFFIC SIGNAL SYSTEM
SHALL REMAIN FULLY OPERATIONAL,
DURING THE CONSTRUCTION, UNTIL DAY
OF CHANGEOVER WHEN UNIFORMED
POLICE OFFICER SHALL DIRECT TRAFFIC.
NOTES:
1.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE (GROUND WIRE NOT SHOWN).
GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT
CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED
"CITY OF TUKWILA".
2.ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED.
WIRE NOTES
#COMMENTSCONDUCTORSRACEWAY/
CONDUIT
SIZE
EX1
2
3 EX
2"4
5
EX REMOVE EX UNUSED WIRING TO CONTROLLER
EX EX, 1-CAT6(VIDEO)
1-5C
EX, 1-CAT6(VIDEO)
1"1-2CS
6 EX, 2-CAT6(ANT, PTZ)EX
7 EX, 3-CAT6(VIDEO, ANT, PTZ), 1-5C, 1-2CSEX
8 EX, 3-CAT6(VIDEO, ANT, PTZ), 1-5C, 1-2CSMATCH EX
9 MATCH EXEX, 1-CAT6(VIDEO)
10 EX, 4-CAT6(VIDEO, ANT, PTZ), 2-5C, 1-2CSEX
REMOVE EX UNUSED WIRING TO CONTROLLER
REMOVE EX UNUSED WIRING TO CONTROLLER
REMOVE EX UNUSED WIRING TO CONTROLLER
PHASES#
NB
Ø3
ØOLB
Ø2
SB
WB
VIDEO1
PHASES#
NB
Ø4
ØOLA
ØOLC
SB
WB
VIDEO2
68+00 69+00
S
R
5
9
9
O
F
F
-
R
A
M
P
INTERURBAN AVE S
EX21
EX EVPE A
EX22
EX
EVPE
B
EX23
EX41 EX42 EX43
EX44
EX61
EX EVPE C
EX62
EX63
VIDEO
VDA
21
VDA
22
VDA
62
VDA
61
VDA
42VDA
41
4 (TYP)
4 (TYP)
4(TYP)
2
1
3
5
6
6
6
1
1 1
1
1
PTZ
ANTENNA
1
2
3
4
2
2
5
6
6
7
R/W
100% REVIEW
SUBMITTAL
J:
\
P
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\
T
U
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W
I
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A
\
9
T
U
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1
1
7
0
0
-
I
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a
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A
v
e
S
\
C
A
D
D
\
S
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1
7
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0
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-
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2/
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2
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2
6
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M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD06-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERED
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
ENNALIO
ES IGS
39324
J A N CIGANIK
0 5 10 20 30
SCALE IN FEET
02/26JC
02/26
02/26
HH
HH
PLAN
1"=10'
02/2026
SIGNALIZED ADA IMPROVEMENT PLAN & DETAILS
SR 599 OFF-RAMP & INTERURBAN AVE S
53
RI
N
G
1
RI
N
G
2
SIGNAL PHASING DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø8Ø7Ø6Ø5
NOT
USED
NOT
USED
VEHICLE MOVEMENT (THRU)
NOT
USED
NOT
USED
NOTE:
FOR GENERAL NOTES AND LEGEND SEE SHEET 56.
SIGNAL HEAD ASSIGNMENTS
12"
12"Y
R
G
12"
VEHICLE HEADS:
EX41, EX44
Y
R
G
VEHICLE HEADS:
EX21, EX22, EX23,
EX61, EX62, EX63
12"
12"
12"
VEHICLE HEADS:
EX42, EX43
12"
12"Y
G 12"
R
CONSTRUCTION NOTES
FURNISH AND INSTALL 2" RETROREFLECTIVE YELLOW TAPE TO EXISTING MAST ARM MOUNTED SIGNAL HEAD
BACKPLATE.
LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. REMOVE AND SALVAGE EXISTING CABINET AND ALL
ASSOCIATED EQUIPMENT AND DELIVER TO CITY PER SPECIAL PROVISIONS. FURNISH AND INSTALL NEW TYPE "SP+"
TRAFFIC SIGNAL CONTROLLER CABINET WITH YUNEX M60 CONTROLLER, CURRUX VIDEO DETECTION SYSTEM,
RUGGEDCOM SWITCH, WIRELESS INTERCONNECT SYSTEM AND BATTERY BACKUP SYSTEM ON EXISTING FOUNDATION
AND RECONNECT FIELD WIRING. COORDINATE ALL WORK WITH TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
SEE SPECIAL PROVISIONS.
FURNISH AND INSTALL INTUICOM WIRELESS INTERCONNECT SYSTEM ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO
TRAFFIC SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. COORDINATE CONNECTION TO TRAFFIC
CONTROLLER AND SYSTEM SETUP WITH CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL
PROVISIONS.
VIRTUAL VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). NUMBER AND LOCATION OF ZONES SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD AND COORDINATED WITH CITY TRAFFIC MAINTENANCE DEPARTMENT
REPRESENTATIVE.
PRIOR TO REMOVAL OF LOOPS, FURNISH AND INSTALL AXIS FISHEYE VEHICLE DETECTION CAMERA ON LUMINAIRE
ARM PER MANUFACTURER'S RECOMMENDATIONS (EXACT LOCATION TO BE DETERMINED IN THE FIELD BY TRAFFIC
MAINTENANCE DEPARTMENT REPRESENTATIVE). FURNISH AND INSTALL VIDEO DETECTION WIRING FROM CAMERA TO
CONTROLLER CABINET, AND COMPLETE ALL OTHER WORK AND DETECTION ZONE SETUP IN THE PRESENCE OF
TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
FIELD LOCATE EXISTING VEHICLE INDUCTION LOOP(S) AND REMOVE BY GRINDING OR ABANDON. DISCONNECT ALL
LOOP SPLICES IN JUNCTION BOXES PRIOR TO GRINDING. REMOVE EXISTING 2CS LOOP WIRING FOR THE ENTIRE
INTERSECTION TO CONTROLLER. COORDINATE WORK WITH TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
FURNISH AND INSTALL PTZ CAMERA ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO TRAFFIC SIGNAL CONTROLLER
CABINET PER WIRE NOTES, THIS SHEET. COORDINATE CAMERA EXACT LOCATION AND SYSTEM SETUP WITH CITY
TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS.
1
2
3
4
5
6
7
EXISTING TRAFFIC SIGNAL SYSTEM
SHALL REMAIN FULLY OPERATIONAL,
DURING THE CONSTRUCTION, UNTIL DAY
OF CHANGEOVER WHEN UNIFORMED
POLICE OFFICER SHALL DIRECT TRAFFIC.
EVPE SCHEDULE
PHASES#
Ø4
Ø6
Ø2EX A
EX B
EX C
VEHICLE MOVEMENT (TURN)
NOT
USED
NOTES:
1.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE (GROUND WIRE NOT SHOWN).
GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT
CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED
"CITY OF TUKWILA".
WIRE NOTES
#COMMENTSCONDUCTORS
RACEWAY/
CONDUIT
SIZE
EX1
2
3 EX
4
5
EX, 2-CAT6(VIDEO, ANT)
EX EX
6 EX
REMOVE EX UNUSED WIRING TO CONTROLLER
EX, 2-CAT6(VIDEO, ANT)REMOVE EX UNUSED WIRING TO CONTROLLER
EX EX, 1-CAT6(PTZ)
EX EX, 1-CAT6(PTZ)REMOVE EX UNUSED WIRING TO CONTROLLER
EX, 3-CAT6(VIDEO, ANT, PTZ)REMOVE EX UNUSED WIRING TO CONTROLLER
PHASES#
NB
Ø6
Ø2
SB
Ø4EB
VIDEO DETECTION SCHEDULE
70+00 71+00 72+00
UU
T
GA
T
E
W
A
Y
D
R
S
1
3
3
R
D
S
T
INTERURBAN AVE S
EX31 EX
VDD
EX
EVPE
D
EX32
EX61
EX EVPE C
EX62
EX63
EX49
EX33
EX52
EX23
EX22
EX21
EX51
EX EVPE A
EX53
EX41EX42/EXOLB1
EX43/
EXOLB2
EX
EVPE
BEX48
EX29
EX28
VIDEO2
VIDEO1VDD
42/OLB VDD
41
VDB
51
VDB
52
VDB
21
VDB
22
VDD
63
VDD
62
VDD
61
VDB
31
VDB
324
(TYP)
4(TYP)
4
4 (TYP)
(TYP)
5
5
3
2
LOOPS BEYOND
SHEET EXTENTS
APPROX STATION
71+00, 140' RT
6
6
6(TYP)
6
6
1
1
EXPPB49
11
1
1
1
1
EXPPB48
(TYP)
1
1
PTZ
1 1
2
3
4
5
1
1
2 6
1
1
1
1
R/WR/W
7 ANTENNA
8
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
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W
I
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1
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A
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S
\
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A
D
D
\
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2/
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2
0
2
6
3
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0
2
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD06-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERED
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
ENNALIO
ES IGS
39324
J A N CIGANIK
0 5 10 20 30
SCALE IN FEET
02/26JC
02/26
02/26
HH
HH
PLAN
1"=10'
02/2026
SIGNALIZED ADA IMPROVEMENT PLAN & DETAILS
S 133RD ST ／ GATEWAY DR & INTERURBAN AVE S
54
EVPE SCHEDULE
PHASES#
EX A
Ø4, ØOLB
Ø2, Ø5
Ø3
Ø6
EX B
EX C
EX D
RI
N
G
1
RIN
G
2
SIGNAL PHASING DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø8Ø7Ø6Ø5
NOT
USED
VEHICLE MOVEMENT (THRU)
NOT
USED
EXISTING TRAFFIC SIGNAL
SYSTEM SHALL REMAIN
FULLY OPERATIONAL,
DURING THE
CONSTRUCTION, UNTIL DAY
OF CHANGEOVER WHEN
UNIFORMED POLICE
OFFICER SHALL DIRECT
TRAFFIC.
VEHICLE MOVEMENT (TURN)
NOT
USED
12"
12"Y
R
G
12"
VEHICLE HEADS:
EX21, EX22, EX23,
EX32, EX33,
EX61, EX62, EX63
VEHICLE HEADS:
EX31,
EX41
12"Y
G 12"
PEDESTRIAN MOVEMENT
G 12"
VEHICLE HEADS:
EX51, EX52, EX53
12"
12"Y
R
G 12"
VEHICLE HEADS:
EX42/EXOLB1,
EX43/EXOLB2
Y
G
G
12"
12"
12"
PEDESTRIAN HEADS:
EX28, EX29,
EX48, EX49
ØOLB
CONSTRUCTION NOTES
FURNISH AND INSTALL 2" RETROREFLECTIVE YELLOW TAPE TO EXISTING MAST ARM MOUNTED SIGNAL HEAD BACKPLATE.
LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. REMOVE AND SALVAGE EXISTING CABINET AND ALL
ASSOCIATED EQUIPMENT AND DELIVER TO CITY PER SPECIAL PROVISIONS. FURNISH AND INSTALL NEW TYPE "SP+" TRAFFIC
SIGNAL CONTROLLER CABINET WITH YUNEX M60 CONTROLLER, CURRUX VIDEO DETECTION SYSTEM, RUGGEDCOM SWITCH,
WIRELESS INTERCONNECT SYSTEM AND BATTERY BACKUP SYSTEM ON EXISTING FOUNDATION AND RECONNECT FIELD WIRING.
COORDINATE ALL WORK WITH TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS.
FURNISH AND INSTALL INTUICOM WIRELESS INTERCONNECT SYSTEM ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO
TRAFFIC SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. COORDINATE CONNECTION TO TRAFFIC CONTROLLER
AND SYSTEM SETUP WITH CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS.
VIRTUAL VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). NUMBER AND LOCATION OF ZONES SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD AND COORDINATED WITH CITY TRAFFIC MAINTENANCE DEPARTMENT
REPRESENTATIVE.
PRIOR TO REMOVAL OF LOOPS, FURNISH AND INSTALL AXIS FISHEYE VEHICLE DETECTION CAMERA ON LUMINAIRE ARM PER
MANUFACTURER'S RECOMMENDATIONS (EXACT LOCATION TO BE DETERMINED IN THE FIELD BY TRAFFIC MAINTENANCE
DEPARTMENT REPRESENTATIVE). FURNISH AND INSTALL VIDEO DETECTION WIRING FROM CAMERA TO CONTROLLER CABINET,
AND COMPLETE ALL OTHER WORK AND DETECTION ZONE SETUP IN THE PRESENCE OF TRAFFIC MAINTENANCE DEPARTMENT
REPRESENTATIVE.
FIELD LOCATE EXISTING VEHICLE INDUCTION LOOP(S) AND REMOVE BY GRINDING OR ABANDON. DISCONNECT ALL LOOP
SPLICES IN JUNCTION BOXES PRIOR TO GRINDING. REMOVE EXISTING 2CS LOOP WIRING FOR THE ENTIRE INTERSECTION TO
CONTROLLER. COORDINATE WORK WITH TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
FURNISH AND INSTALL PTZ CAMERA ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO TRAFFIC SIGNAL CONTROLLER
CABINET PER WIRE NOTES, THIS SHEET. COORDINATE CAMERA EXACT LOCATION AND SYSTEM SETUP WITH CITY TRAFFIC
MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS.
REMOVE AND SALVAGE TO CITY EXISTING VIDEO DETECTION CAMERA AND BRACKETS. REMOVE EXISTING ASSOCIATED WIRING
TO CONTROLLER.
1
2
3
4
5
6
7
8
JU
M
P
E
R
OVERLAPPED MOVEMENT
NOTES:
1.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE (GROUND WIRE NOT SHOWN).
GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT
CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED
"CITY OF TUKWILA".
WIRE NOTES
#COMMENTSCONDUCTORS
RACEWAY/
CONDUIT
SIZE
EX1
2
3 EX
4
5
EX
EX
6 EX
EX, 1-CAT6(VIDEO)REMOVE EX UNUSED WIRING TO CONTROLLER
EX EX, 2-CAT6(ANT, PTZ)
EX EX, 3-CAT6(VIDEO, ANT, PTZ)REMOVE EX UNUSED WIRING TO CONTROLLER
EX, 4-CAT6(VIDEO, ANT, PTZ)REMOVE EX UNUSED WIRING TO CONTROLLER
NOTE:
FOR LEGEND AND GENERAL NOTES SEE SHEET 56.
SIGNAL HEAD ASSIGNMENTS
R R12"12"
EX, 1-CAT6(VIDEO)
REMOVE EX UNUSED WIRING TO CONTROLLER
VIDEO DETECTION SCHEDULE
PHASES#
SB
Ø4, ØOLB
Ø6
EB
VIDEO1
PHASES#
NB
Ø3
Ø2, Ø5
WB
VIDEO2
73+00 74+00
SR
5
9
9
O
N
-
R
A
M
P
INTERURBAN AVE S
EX21
EX51
EX22
EX EVPE A
EX62
EX61
EX63
EX EVPE C
VDC
1
1
2
3
VDC
62
VDC
61
4(TYP)
VDC
51
4
5
R/W
1
16
6
1
1
11
23
ANTENNA
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
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A
\
9
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U
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0
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1
7
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\
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\
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2
6
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:
0
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P
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700RD06-C.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERED
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
ENNALIO
ES IGS
39324
J A N CIGANIK
0 5 10 20 30
SCALE IN FEET
02/26JC
02/26
02/26
HH
HH
PLAN
1"=10'
02/2026
SIGNALIZED ADA IMPROVEMENT PLAN & DETAILS
SR 599 ON-RAMP & INTERURBAN AVE S
55
RI
N
G
1
RI
N
G
2
SIGNAL PHASING DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø8Ø7Ø6Ø5
NOT
USED
VEHICLE MOVEMENT (THRU)
NOT
USED
VEHICLE MOVEMENT (TURN)
NOT
USED
NOT
USED
NOT
USED
EVPE SCHEDULE
PHASES#
Ø6
Ø2, Ø5EX A
EX C
12"
12"Y
R
G
12"
VEHICLE HEADS:
EX21, EX22,
EX61, EX62, EX63
VEHICLE HEADS:
EX51
12"
12"Y
G 12"
G 12"
SIGNAL HEAD ASSIGNMENTS
R
EXISTING TRAFFIC SIGNAL
SYSTEM SHALL REMAIN FULLY
OPERATIONAL, DURING THE
CONSTRUCTION, UNTIL DAY OF
CHANGEOVER WHEN
UNIFORMED POLICE OFFICER
SHALL DIRECT TRAFFIC.
CONSTRUCTION NOTES
FURNISH AND INSTALL 2" RETROREFLECTIVE YELLOW TAPE TO EXISTING MAST ARM MOUNTED SIGNAL HEAD BACKPLATE.
LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. REMOVE AND SALVAGE EXISTING CABINET AND ALL
ASSOCIATED EQUIPMENT AND DELIVER TO CITY PER SPECIAL PROVISIONS. FURNISH AND INSTALL NEW TYPE "SP+" TRAFFIC
SIGNAL CONTROLLER CABINET WITH YUNEX M60 CONTROLLER, CURRUX VIDEO DETECTION SYSTEM, RUGGEDCOM SWITCH,
WIRELESS INTERCONNECT SYSTEM AND BATTERY BACKUP SYSTEM ON EXISTING FOUNDATION AND RECONNECT FIELD WIRING.
COORDINATE ALL WORK WITH TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS.
FURNISH AND INSTALL INTUICOM WIRELESS INTERCONNECT SYSTEM ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO
TRAFFIC SIGNAL CONTROLLER CABINET PER WIRE NOTES, THIS SHEET. COORDINATE CONNECTION TO TRAFFIC CONTROLLER
AND SYSTEM SETUP WITH CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS.
VIRTUAL VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). NUMBER AND LOCATION OF ZONES SHALL BE
DETERMINED BY THE ENGINEER IN THE FIELD AND COORDINATED WITH CITY TRAFFIC MAINTENANCE DEPARTMENT
REPRESENTATIVE.
PRIOR TO REMOVAL OF LOOPS, FURNISH AND INSTALL AXIS FISHEYE VEHICLE DETECTION CAMERA ON LUMINAIRE ARM PER
MANUFACTURER'S RECOMMENDATIONS (EXACT LOCATION TO BE DETERMINED IN THE FIELD BY TRAFFIC MAINTENANCE
DEPARTMENT REPRESENTATIVE). FURNISH AND INSTALL VIDEO DETECTION WIRING FROM CAMERA TO CONTROLLER CABINET,
AND COMPLETE ALL OTHER WORK AND DETECTION ZONE SETUP IN THE PRESENCE OF TRAFFIC MAINTENANCE DEPARTMENT
REPRESENTATIVE.
FIELD LOCATE EXISTING VEHICLE INDUCTION LOOP(S) AND REMOVE BY GRINDING OR ABANDON. DISCONNECT ALL LOOP
SPLICES IN JUNCTION BOXES PRIOR TO GRINDING. REMOVE EXISTING 2CS LOOP WIRING FOR THE ENTIRE INTERSECTION TO
CONTROLLER. COORDINATE WORK WITH TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
1
2
3
4
5
6
NOTES:
1.ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE (GROUND WIRE NOT SHOWN).
GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT
CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED
"CITY OF TUKWILA".
WIRE NOTES
#COMMENTSCONDUCTORSRACEWAY/
CONDUIT
SIZE
EX1
2
3 EX
EX
EX
REMOVE EX UNUSED WIRING TO CONTROLLER
NOTE:
FOR LEGEND AND GENERAL NOTES SEE SHEET 56.
EX, 2-CAT6(VIDEO, ANT)
REMOVE EX UNUSED WIRING TO CONTROLLER
EX, 2-CAT6(VIDEO, ANT)
VIDEO DETECTION SCHEDULE
PHASES#
NB
Ø6
Ø2, Ø5
SB
1"=10'
100% REVIEW
SUBMITTAL
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
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T
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N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700SIG-DET.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERED
N
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NIHSAWFOETATS
E R
N E
P
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ENNALIO
ES IGS
39324
J A N CIGANIK
02/26JC
02/26
02/26
HH
HH
02/2026
SIGNALIZED ADA IMPROVEMENT PLAN & DETAILS
SIGNAL NOTES & DETAILS
56
PAVED AREAS
3"
3"
VARIES
MIN
2"
MIN
2"
24
"
M
I
N
UNPAVED AREAS
(TYP)
12"
NOTES:
1.EXISTING HARD SURFACES MUST BE SAWCUT TO PROVIDE A CLEAN
STRAIGHT EDGE BEFORE CONDUIT PLACEMENT.
2.EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED
WITH BEDDING MATERIAL AND COMPACTED TO 95% MAX DENSITY (MODIFIED
PROCTOR).
3.BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO
INSURE NO DAMAGES TO THE CONDUIT.
4.IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER,
USE CRUSHED SURFACING TOP COURSE, PER WSDOT STD SPEC 9-03.9(3).
TRENCH SECTION FOR ELECTRICAL CONDUIT DETAIL
NTS
ASPHALT OR CEMENT CONCRETE
PAVEMENT RESTORATION, FOR
SECTIONS AND DEPTHS SEE SHEET 6
CONDUITS PER PLANS
GRAVEL BORROW OR
APPROVED NATIVE
COMPACTED TO 95%
MAX DENSITY
CSTC, COMPACTED TO
95% MAX DENSITY
SURFACE RESTORATION
AS SPECIFIED
DETECTION TAPE
SECTION
GENERAL NOTES
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, AND THESE PLANS.
2.FOR COORDINATION WITH THE CITY SIGNAL MAINTENANCE REPRESENTATIVE CALL TIM KIRKLAND AT (206) 730-8476.
3.UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF
THE ENGINEER FOR RESOLUTION.
4.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC PRESENTATION ONLY. FINAL LOCATIONS SHALL BE
DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE
EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION
BOXES, AS REQUIRED.
5.THE CONTRACTOR SHALL NOTIFY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE AT LEAST 10 WORKING DAYS IN ADVANCE OF LOOP REMOVAL AND DISCONNECTION
AND AT LEAST 3 WORKING DAYS PRIOR TO VIDEO DETECTION TESTING. ALL TWISTED PAIR LOOP WIRING SHALL BE DISCONNECTED AT THE JUNCTION BOX SPLICE POINT
PRIOR TO GRINDING ROADWAY. ALL LEAD-IN CABLES IN JUNCTION BOX SHALL BE LABELED PRIOR TO LOOP DISCONNECTION.
6.THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION.
7.ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE LOCKING AND SKID RESISTANT COATED LIDS. JUNCTION BOXES SHALL NOT BE PLACED IN ADA CURB
RAMPS OR ADA CURB RAMP LANDINGS.
8.APS PUSH BUTTON CONTROL FACES SHALL BE INSTALLED PARALLEL TO THE CROSSWALK SERVED. ORIENTATION AND LOCATION OF APS STYLE PEDESTRIAN PUSH
BUTTONS SHALL BE FIELD VERIFIED WITH THE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE PRIOR TO INSTALLATION.
9.REMOVE ALL EXISTING UNUSED WIRING ASSOCIATED WITH EXISTING SIGNAL SYSTEM AND SIGNAL CONTROLLER CABINETS UNLESS NOTED OTHERWISE IN THE PLANS. CAP
AND ABANDON ALL EXISTING CONDUIT, EXCEPT ALL EXISTING CONDUIT IN CONFLICT WITH PROPOSED IMPROVEMENTS SHALL BE REMOVED UNLESS NOTED OTHERWISE IN
THE PLANS.
10.ONLY JOURNEY LEVEL WORK IS ALLOWED IN THE SIGNAL CONTROLLER CABINET, INCLUDING FIELD WIRE TERMINATION, IN THE PRESENCE OF THE TRAFFIC MAINTENANCE
DEPARTMENT REPRESENTATIVE.
EXISTING STANDARD
EXISTING 2" DIAMETER
HOLE
18" X 212" X 212" STEEL
PLATE
1/8
HOLE REPAIR PROCEDURE - MAXIMUM HOLE SIZE 3 INCH DIAMETER
1.SUBMITTAL PER STANDARD SPECIFICATION 6-03.3(25).
2.MAXIMUM HOLE SIZE 3 INCH OR LESS IN DIAMETER.
3.18 INCH STEEL PLATE - TYPE ASTM A - 36 ELECTRODE TYPE XX-70.
4.THE PLATE SHALL BE 12 INCH LARGER THAN THE DIAMETER OF THE HOLE TO BE REPAIRED. (14
INCH OVERLAP ALL SIDES).
5.SHAPE PLATE TO MATCH TAPER AND CURVE OF POLE.
6.TACK WELD PLATE TO POLE.
7.18 INCH FILLET WELD ALL AROUND.
8.CHAMFER (GRIND) EDGE OF PLATE SMOOTH. REMOVE ALL BURRS AND SHARP EDGES.
9.TREAT PATCH PLATE AND SURROUNDING POLE WITH GALVANIZING REPAIR PAINT MEETING THE
REQUIREMENT OF STANDARD SPECIFICATION 9-08.1(2).
10.APPLY TWO COATS. PAINT SHALL BE DRY BEFORE APPLYING SECOND COAT.
ISOMETRIC VIEW ELEVATION VIEW
EXAMPLE WITH 2 INCH DIAMETER HOLE SHOWN
NTS
HOLE REPAIR PROCEDURE - BOLT HOLE SIZE 1/2 INCH DIAMETER OR LESS
NTS
ISOMETRIC VIEW ELEVATION VIEW
EXAMPLE OF REPAIR FROM PPB LOCATION -
12" AND 38" DIAMETER HOLES SHOWN
FOR UNC OR UNF THREADS:
1.APPLY SILICONE CAULK TO THREADS OF SS BOLT WITH SHANK.
2.TIGHTEN SS BOLT UNTIL SHANK IS TIGHT AGAINST STANDARD.
3.CUT OFF SS BOLT EVEN WITH STANDARD.
4.FILE SS BOLT TO MATCH CONTOUR OF STANDARD.
5.TREAT SS BOLT AND SURROUNDING POLE WITH GALVANIZING REPAIR PAINT MEETING
THE REQUIREMENT OF STANDARD SPECIFICATION 9-08.1(2).
6.APPLY TWO COATS. PAINT SHALL BE DRY BEFORE APPLYING SECOND COAT.
FOR NATIONAL PIPE THREADS:
1.APPLY SILICONE CAULK TO THREADS OF HOT-DIPPED GALVANIZED HEX SOCKET PIPE PLUG.
2.TIGHTEN PLUG UNTIL FLUSH WITH STANDARD.
3.FILE PLUG TO MATCH CONTOUR OF STANDARD.
4.FILL HEX SOCKET WITH PAINTABLE SILICONE CAULK.
5.TREAT PLUG AND SURROUNDING POLE WITH GALVANIZING REPAIR PAINT MEETING THE
REQUIREMENT OF STANDARD SPECIFICATION 9-08.1(2).
6.APPLY TWO COATS. PAINT SHALL BE DRY BEFORE APPLYING SECOND COAT.
12" HOT-DIPPED
GALVANIZED HEX
SOCKET PIPE PLUG
EXISTING HOLE - PIPE
THREAD SIZE 12" OR
LESS
PUNCH TO DEFORM PLUG
- (4) FOUR PLACES SO
PLUG WILL NOT ROTATE
EXISTING POLE
EXISTING 38" HOLE
38" SS BOLT WITH SHANK
LEGEND
SIGNAL POLE WITH MAST ARM AND
COBRAHEAD STYLE LUMINAIRE
TYPE PPB POLE
VEHICLE SIGNAL HEAD (THROUGH)
VEHICLE SIGNAL HEAD (LEFT TURN)
PEDESTRIAN SIGNAL HEAD
EMERGENCY VEHICLE PRE-EMPTION
DETECTOR (EVPE)
PEDESTRIAN PUSH BUTTON
MAST ARM MOUNTED SIGN
VIDEO DETECTION CAMERA
WIRELESS INTERCONNECT
TRAFFIC CONTROLLER CABINET
ELECTRICAL SERVICE CABINET
JUNCTION BOX (TYPE 1, 2, 8)
CONDUIT
VIRTUAL DETECTION ZONE
POLE NOTE
CONSTRUCTION NOTE
WIRE NOTE
NEWEXISTING DESCRIPTION
#
#
#
PTZ CAMERA
CONSTRUCTION NOTES
CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.15. INSTALL APS STYLE PEDESTRIAN PUSH BUTTON(S) ON POLE PER WSDOT STD PLAN J-20.26 AND PUSH BUTTON
SCHEDULE, SHEET 52. PUSH BUTTON LOCATION AND ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER IN THE FIELD PRIOR TO DRILLING HOLES. SEE
SPECIAL PROVISIONS.
REMOVE EXISTING AND INSTALL NEW APS STYLE PEDESTRIAN PUSH BUTTON(S) ON EXISTING POLE PER WSDOT STD PLAN J-20.26 AND PUSH BUTTON SCHEDULE, SHEET
52. PUSH BUTTON LOCATION AND ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER IN THE FIELD PRIOR TO DRILLING HOLES. COMPLETE WIRING PER
WIRE NOTES, SHEET 52. COVER EXISTING UNUSED POLE HOLES WITH GALVANIZED PLUGS PER DETAIL, THIS SHEET. SEE SPECIAL PROVISIONS.
CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.16 (MATCH EXISTING POLE ANCHOR BOLT FIGURATION) AND RELOCATE EXISTING PS POLE TO NEW FOUNDATION.
REMOVE EXISTING AND INSTALL NEW APS STYLE PEDESTRIAN PUSH BUTTON(S) ON RELOCATED POLE PER WSDOT STD PLAN J-20.26 AND PUSH BUTTON SCHEDULE,
SHEET 52. PUSH BUTTON LOCATION AND ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER IN THE FIELD PRIOR TO DRILLING HOLES. COMPLETE
WIRING PER WIRE NOTES, SHEET 52. COVER EXISTING UNUSED POLE HOLES WITH GALVANIZED PLUGS PER DETAIL, THIS SHEET. SEE SPECIAL PROVISIONS.
EXISTING SIGNAL POLE TO REMAIN (PROTECT DURING CONSTRUCTION). REMOVE AND SALVAGE TO CITY EXISTING PEDESTRIAN SIGNAL HEAD (INCLUDING TYPE E MOUNTING
BRACKET) AND PUSH BUTTON ASSEMBLY FROM THE POLE. REMOVE ALL UNUSED WIRING TO CONTROLLER AND COVER EXISTING UNUSED POLE HOLES WITH GALVANIZED
PLUGS PER DETAIL, THIS SHEET.
REMOVE AND SALVAGE TO CITY EXISTING PEDESTRIAN SIGNAL POLE AND SIGNAL HEAD. SEAL EXISTING CONDUIT. CUT ANCHOR BOLTS FLUSH WITH TOP OF EXISTING
SIDEWALK. REMOVE UNUSED WIRING BACK TO CONTROLLER CABINET.
LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. REMOVE AND SALVAGE EXISTING CABINET AND ALL ASSOCIATED EQUIPMENT AND DELIVER TO CITY PER SPECIAL
PROVISIONS. FURNISH AND INSTALL NEW TYPE "SP+" TRAFFIC SIGNAL CONTROLLER CABINET WITH YUNEX M60 CONTROLLER, CURRUX VIDEO DETECTION SYSTEM, RUGGEDCOM
SWITCH, AND BATTERY BACKUP SYSTEM ON EXISTING FOUNDATION AND RECONNECT FIELD WIRING. COORDINATE ALL WORK WITH TRAFFIC MAINTENANCE DEPARTMENT
REPRESENTATIVE. SEE SPECIAL PROVISIONS.
VIRTUAL VIDEO DETECTION ZONE (SHOWN FOR REFERENCE ONLY). NUMBER AND LOCATION OF ZONES SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD AND COORDINATED WITH CITY TRAFFIC
MAINTENANCE DEPARTMENT REPRESENTATIVE.
FURNISH AND INSTALL INTUICOM WIRELESS INTERCONNECT SYSTEM ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO TRAFFIC SIGNAL CONTROLLER CABINET PER WIRE
NOTES, SHEET 52. COORDINATE CONNECTION TO TRAFFIC CONTROLLER AND SYSTEM SETUP WITH CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL
PROVISIONS.
FIELD LOCATE EXISTING VEHICLE INDUCTION LOOP(S) AND REMOVE BY GRINDING OR ABANDON. DISCONNECT ALL LOOP SPLICES IN JUNCTION BOXES PRIOR TO GRINDING.
REMOVE EXISTING 2CS WIRING TO CONTROLLER. COORDINATE WORK WITH TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
PRIOR TO REMOVAL OF LOOPS, FURNISH AND INSTALL AXIS FISHEYE VEHICLE DETECTION CAMERA ON LUMINAIRE ARM PER MANUFACTURER'S RECOMMENDATIONS (EXACT
LOCATION TO BE DETERMINED IN THE FIELD BY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE). FURNISH AND INSTALL VIDEO DETECTION WIRING FROM CAMERA TO
CONTROLLER CABINET PER WIRE NOTES SHEET 52 AND COMPLETE ALL OTHER WORK AND DETECTION ZONE SETUP IN THE PRESENCE OF TRAFFIC MAINTENANCE
DEPARTMENT REPRESENTATIVE.
REMOVE AND SALVAGE TO CITY EXISTING AND INSTALL NEW SIGNAL HEAD WITH BACKPLATE WITH 2" RETROREFLECTIVE YELLOW TAPE.
FURNISH AND INSTALL 2" RETROREFLECTIVE YELLOW TAPE TO EXISTING MAST ARM MOUNTED SIGNAL HEAD BACKPLATE.
REMOVE AND SALVAGE TO CITY EXISTING VIDEO DETECTION CAMERA AND BRACKETS. REMOVE EXISTING ASSOCIATED WIRING TO CONTROLLER.
REMOVE EXISTING POLE MOUNTED PEDESTRIAN PUSH BUTTON. COVER EXISTING UNUSED POLE HOLES WITH GALVANIZED PLUGS PER DETAIL, THIS SHEET. REMOVE UNUSED
WIRING TO CONTROLLER.
REMOVE EXISTING JUNCTION BOX AND BACKFILL AND COMPACT VOID. REROUTE CONDUIT AND EXISTING WIRING VIA OTHER JUNCTION BOXES IN THE VICINITY.
REMOVE EXISTING LOOP WIRING THROUGHOUT THE ENTIRE INTERSECTION. COORDINATE WORK WITH CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE.
FURNISH AND INSTALL PTZ CAMERA ON EXISTING LUMINAIRE ARM. INSTALL WIRING TO TRAFFIC SIGNAL CONTROLLER CABINET PER WIRE NOTES,
SHEET 52. COORDINATE CAMERA EXACT LOCATION AND SYSTEM SETUP WITH CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL
PROVISIONS.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
(INTERSECTION OF INTERURBAN AVENUE S & I-5 OFF RAMP / 48TH AVENUE S, SEE SHEET 52)
SAND
NTS
TRAFFIC CONTROL GENERAL NOTES
(APPLIES TO SHEETS 58-66)
1.CONSTRUCTION STAGING SHOWN IS INTENDED TO DEMONSTRATE A POSSIBLE GENERAL COURSE OF
ACTION. THE CONTRACTOR SHOULD REVIEW AND, IF DESIRED, DEVELOP ALTERNATIVES SUITABLE TO
THEIR OPERATIONS. ALTERNATIVE STAGING, IF DEVELOPED BY THE CONTRACTOR, SHALL BE SUBMITTED
TO THE ENGINEER FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE STAGING CONCEPTS SHALL BE AT THE
SOLE DISCRETION OF THE ENGINEER AND THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES
WILL BE ACCEPTED.
2.THE CONSTRUCTION CHANNELIZATION SHOWN IS INTENDED TO MEET THE MINIMUM LANE REQUIREMENTS
DURING DAYTIME HOURS. THE NUMBER OF LANES AND TURN POCKET LENGTHS SHOWN MAY NOT BE
REDUCED DURING THESE HOURS.
3.ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THIS DRAWING.
FOR ADDITIONAL INFORMATION, SEE APPLICABLE CONTRACT DRAWINGS. THIS PLAN DEPICTS GENERAL
STAGING ONLY.
4.CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED SHALL BE CONDUCTED IN A MANNER TO
MINIMIZE PUBLIC IMPACT. FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE
SPECIFICATIONS ARE NECESSARY FOR ITEMS INCLUDING, BUT NOT LIMITED TO, STORM DRAINS, UTILITY
TRENCHING AND OTHER ITEMS AFFECTING TRAFFIC OR AGENCY COORDINATION.
5.ALL CHANNELIZATION SHOWN IS SCHEMATIC ONLY. DETAILED TRAFFIC CONTROL PLANS CONFORMING TO
THE MUTCD AND WSDOT STANDARD PLANS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL
BY THE ENGINEER AT LEAST (14) DAYS PRIOR TO THE START OF ANY CONSTRUCTION STAGE.
6.PROJECT SIGNS SHALL BE PLACED AS INDICATED ON THE TRAFFIC CONTROL PLANS (COORDINATE EXACT
LOCATION WITH THE ENGINEER). "BUSINESS OPEN DURING CONSTRUCTION" SIGNS SHALL BE PLACED AT
BUSINESS ACCESSES PER DETAIL, THIS SHEET. THE SIGNS SHALL BE USED DURING ALL CONSTRUCTION
PHASES. CONTRACTOR TO MAINTAIN ACCESS TO ALL BUSINESSES DURING BUSINESS HOURS. COORDINATE
DRIVEWAY APPROACH REVISIONS WITH PROPERTY OWNERS.
7.TRAFFIC SAFETY DRUMS SHALL BE SPACED AS INDICATED. FLASHERS SHALL BE MOUNTED ON
ALTERNATING DRUMS. USE YELLOW TRAFFIC SAFETY DRUMS TO DELINEATE DRIVEWAYS.
8.LANE CLOSURES SHALL BE AS SPECIFIED HEREIN AND IN SECTION 1-07.23(1), CONSTRUCTION UNDER
TRAFFIC, IN THE SPECIAL PROVISIONS.
9.ENCROACHMENT ON TRAVELED LANES IS NOT ALLOWED.
10.FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGGER STATIONS AT NIGHT.
11.STEADY BURNING WARNING LIGHTS (TYPE C MUTCD) SHALL BE USED TO MARK CHANNELIZATION DEVICES
AT NIGHT.
12.CHANNELIZATION DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO
APPROACHING TRAFFIC.
13.ABRUPT PAVEMENT EDGES OF 0.2 FT (2.5") OR GREATER TRANSVERSE TO THE ROADWAY SHALL BE
WEDGED ACCORDING TO THE REQUIREMENTS OF SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES
TO THE PUBLIC.
14.MAINTAIN MINIMUM TRAVEL LANE WIDTHS OF 11 FEET WHERE NOT SHOWN BY A CROSS-SECTION.
15.PROTECT AND/OR ADJUST VALVE BOXES, MANHOLE LIDS, VAULT LIDS & CB LIDS WHEN EXPOSED PRIOR
TO FINAL GRADING AND PAVING.
16.SEE SPECIAL PROVISIONS SECTION 1-10 FOR OTHER REQUIREMENTS REGARDING TEMPORARY TRAFFIC
CONTROL.
17.MAINTAIN PEDESTRIAN ACCESS TO BUSINESSES. TEMPORARY ROUTES THROUGH CONSTRUCTION WILL
ALSO BE REQUIRED TO MAINTAIN PEDESTRIAN ACCESS BETWEEN INTERSECTIONS.
18.POSTED SPEED LIMIT IS 35 MPH FOR INTERURBAN AVE S.
19.CONSTRUCTION ZONE SPEED LIMIT 25 MPH.
20.CONTRACTOR SHALL INSTALL TEMPORARY VIDEO DETECTION FOR NON-WORKING HOURS.
21.ALL CONSTRUCTION SIGNING, STRIPING AND CHANNELIZATION DEVICES SHALL BE PER MUTCD AND WSDOT
STANDARD PLANS. CONFLICTING SIGNS AND CHANNELIZATION SHALL BE COVERED OR REMOVED.
22.WORK WITHIN WORK ZONES ESTABLISHED ON PAGES 58-66 SHALL COMPLY TO WORKING HOURS
ESTABLISHED BY WSDOT CONSTRUCTION PERMIT XX-XXXX. LIMITED ACCESS AREAS DEFINED HEREIN FROM
STA 10+00 TO STA 126+00 SHALL COMPLY TO WORKING HOURS ESTABLISHED BY WSDOT CONSTRUCTION
PERMIT AGREEMENT XX-XXXX.
CONSTRUCTION SIGNING NOTES:
"MOTORCYCLES USE EXTREME CAUTION" SIGNS
(W21-1701) SHALL BE INSTALLED WHEN THE FOLLOWING
ROADWAY CONDITIONS EXIST:
1. GROOVED PAVEMENT
2. ABRUPT PAVEMENT EDGE (0.10 FT OR GREATER)
3. STEEL PLATES
4. LOOSE GRAVEL OR EARTH
SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED
SHALL BE INSTALLED ALONG WITH THE "MOTORCYCLES
USE EXTREME CAUTION" SIGNS.
BUSINESS ACCESS SIGN
NTS
BUSINESS OPEN
DURING
CONSTRUCTION
2.
5
'
CHANNELIZATION DEVICE
SPACING (feet)
MPH TAPER TANGENT
50 40 80
35/45 30 60
25/30 20 40
SIGN SPACING = X (1)
FREEWAYS & EXPRESSWAYS 50-75 MPH 1500' +-
RURAL ROADS 45/55 MPH 500' +-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +-
RURAL ROADS & URBAN ATERIALS
RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200' +- (2)
URBAN STREETS 25 MPH OR LESS 100' +- (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY
CONDITIONS.
MINIMUM TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
POSTED SPEED (mph)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 ----
11 115 165 225 295 495 550 ----
12 125 180 245 320 540 600 ----
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)155 200 250 305 360 425 495 570 645 730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
100'123'172'74'100'150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
WIDTH
(feet)
POSTED SPEED (mph)
25 30 35 40 45 50 55 60 65 70
8 40 40 60 90 120 130 150 160 170 190
10 40 60 90 90 150 170 190 200 220 240
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8 FT.
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE =R
(<45MPH)
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK
CREW. 40'-80' RECOMMENDED.
STATIONARY TRANSPORTABLE
ATTENUATOR ROLL AHEAD DISTANCE = R
(>=45 MPH)
HOST VEHICLE WEIGHT
<22,000 LBS
HOST VEHICLE WEIGHT
>22,000 LBS
45-55 MPH >60 MPH 45-55 MPH >60 MPH
123'172'100'150'
100% REVIEW
SUBMITTAL
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
GENERAL NOTES
57
02/26MD
02/26
02/26
BCC
BCC
02/2026
DU
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H
)
I-5
N
B
O
N
-
R
A
M
P
I-5
O
F
F
-
R
A
M
P
56
T
H
A
V
E
S
(
2
5
M
P
H
)
52N
D
A
V
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S
(
2
5
M
P
H
)
48T
H
P
L
S
(
2
5
M
P
H
)
S
R
5
9
9
O
F
F
R
A
M
P
(
4
5
M
P
H
)
x
x
x
X
X
X
E*
C
B
A
B
B
D
C
A
A
X
x D
x
A
W8-2001 OR APPLICABLE*
TEMPORARY TRAFFIC CONTROL LEGEND
TEMPORARY SIGN LOCATION
TRAFFIC SAFETY DRUMS
FLAGGER
DIRECTION OF TRAVEL
SEQUENTIAL ARROW SIGN
WORK ZONE
SIGNALIZED INTERSECTION
UNIFORMED POLICE OFFICERUPO
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
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0
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0
0
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P
0
4
.
d
w
g
2/
1
3
/
2
0
2
6
3
:
0
2
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP04.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
WORK
AHEAD
ROAD
W20-1
AHEAD
ONE LANE
ROAD
W20-4
A B C
D
MOTORCYCLES
USE EXTREME
CAUTION
E*
*NECESSARY WHEN
ROADWAY CONDITIONS
OUTLINED IN RCW
47.36.200 ARE PRESENT.
GROOVED
PAVEMENT
W8-2001
W4-2R
CENTER
LANE
CLOSED
AHEAD
W9-3
58
TRAFFIC CONTROL PLANS
1-5 ON-RAMP TEMPORARY 1-LANE CLOSURE
100050 200 300
SCALE IN FEET
PLAN
W21-1701
GENERAL NOTES
1.SEE SHEET 57 FOR GENERAL NOTES.
2.SIGNS SHALL BE BLACK ON ORANGE 48"x48" UNLESS OTHERWISE
NOTED.
02/26MD
02/26
02/26
BCC
BCC
1"=100'
02/2026
DU
W
A
M
I
S
H
R
I
V
E
R
IN
T
E
R
U
R
B
A
N
A
V
E
S
(
3
5
M
P
H
)
I-5
N
B
(
6
0
M
P
H
)
I-5
S
B
(
6
0
M
P
H
)
I-5
N
B
O
N
-
R
A
M
P
I-5
O
F
F
-
R
A
M
P
56
T
H
A
V
E
S
(
2
5
M
P
H
)
52N
D
A
V
E
S
(
2
5
M
P
H
)
48T
H
P
L
S
(
2
5
M
P
H
)
S
R
5
9
9
O
F
F
R
A
M
P
(
4
5
M
P
H
)
UPO
UPO
E*
D
A
A
A
B
X
X
X
X
X
A
C
W8-2001 OR APPLICABLE*
TEMPORARY TRAFFIC CONTROL LEGEND
TEMPORARY SIGN LOCATION
TRAFFIC SAFETY DRUMS
FLAGGER
DIRECTION OF TRAVEL
SEQUENTIAL ARROW SIGN
WORK ZONE
SIGNALIZED INTERSECTION
UNIFORMED POLICE OFFICERUPO
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
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S
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P
0
4
.
d
w
g
2/
1
3
/
2
0
2
6
3
:
0
2
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP04.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
WORK
AHEAD
ROAD
W20-1
A B C
D
W4-2R
CLOSED
AHEAD
LEFT LANE
2
LANE ENDS
MERGE
LEFT
W9-2L
TRAFFIC CONTROL PLANS
1-5 OFF-RAMP TEMPORARY 2-LANE CLOSURE
100050 200 300
SCALE IN FEET
PLAN
GENERAL NOTES
1.SEE SHEET 57 FOR GENERAL NOTES.
2.SIGNS SHALL BE BLACK ON ORANGE 48"x48" UNLESS OTHERWISE
NOTED.
MOTORCYCLES
USE EXTREME
CAUTION
E*
*NECESSARY WHEN ROADWAY
CONDITIONS OUTLINED IN
RCW 47.36.200 ARE
PRESENT.
PAVEMENT
W8-2001W21-1701
GROOVED
W20-5aL
59
02/26MD
02/26
02/26
BCC
BCC
1"=100'
02/2026
DU
W
A
M
I
S
H
R
I
V
E
R
IN
T
E
R
U
R
B
A
N
A
V
E
S
(
3
5
M
P
H
)
I-5
N
B
(
6
0
M
P
H
)
I-5
S
B
(
6
0
M
P
H
)
I-5
N
B
O
N
-
R
A
M
P
I-5
O
F
F
-
R
A
M
P
56
T
H
A
V
E
S
(
2
5
M
P
H
)
48T
H
P
L
S
(
2
5
M
P
H
)
S
R
5
9
9
O
F
F
R
A
M
P
(
4
5
M
P
H
)
UPO
UPO
X
X
X
X
X
X
X
X
A
E
A
A
B
C
F*
A
B
C
D
F*
TEMPORARY TRAFFIC CONTROL LEGEND
TEMPORARY SIGN LOCATION
TRAFFIC SAFETY DRUMS
FLAGGER
DIRECTION OF TRAVEL
SEQUENTIAL ARROW SIGN
WORK ZONE
SIGNALIZED INTERSECTION
UNIFORMED POLICE OFFICERUPO
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
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e
S
\
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A
D
D
\
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s
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K
0
1
1
7
0
0
T
C
P
0
4
.
d
w
g
2/
1
3
/
2
0
2
6
3
:
0
2
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP04.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
1-5 OFF-RAMP TEMPORARY 1-LANE CLOSURE
100050 200 300
SCALE IN FEET
PLAN
WORK
AHEAD
ROAD
W20-1
A B C
D
W4-2R
LANE ENDS
MERGE
LEFT
W9-2L
GENERAL NOTES
1.SEE SHEET 57 FOR GENERAL NOTES.
2.SIGNS SHALL BE BLACK ON ORANGE 48"x48" UNLESS OTHERWISE
NOTED.
E
W20-7
CLOSED
AHEAD
RIGHT LANE
W20-5R
MOTORCYCLES
USE EXTREME
CAUTION
F*
*NECESSARY WHEN ROADWAY
CONDITIONS OUTLINED IN
RCW 47.36.200 ARE
PRESENT.
PAVEMENT
W8-2001W21-1701
GROOVED
60
02/26MD
02/26
02/26
BCC
BCC
1"=100
02/2026
IN
T
E
R
U
R
B
A
N
A
V
E
S
(
3
5
M
P
H
)
48T
H
P
L
S
(
2
5
M
P
H
)
S 13
3
R
D
S
T
(
3
0
M
P
H
)
GAT
E
W
A
Y
D
R
(
2
5
M
P
H
)
S
R
5
9
9
N
B
(
6
0
M
P
H
)
S
R
5
9
9
S
B
(
6
0
M
P
H
)
S
R
5
9
9
O
N
R
A
M
P
(
4
5
M
P
H
)
UPO
X
X
X
X
X
X
UPO
X
A
A
C
F
A
B
A
E
A
X
D
GATE
W
A
Y
D
R
(
2
5
M
P
H
)
TEMPORARY TRAFFIC CONTROL LEGEND
TEMPORARY SIGN LOCATION
TRAFFIC SAFETY DRUMS
FLAGGER
DIRECTION OF TRAVEL
SEQUENTIAL ARROW SIGN
WORK ZONE
SIGNALIZED INTERSECTION
UNIFORMED POLICE OFFICERUPO
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
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e
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t
F
i
l
e
s
\
9
T
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K
0
1
1
7
0
0
T
C
P
0
4
.
d
w
g
2/
1
3
/
2
0
2
6
3
:
0
2
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP04.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
SR 599 OFF-RAMP TEMPORARY 3-LANE CLOSURE
100050 200 300
SCALE IN FEET
PLAN
GENERAL NOTES
1.SEE SHEET 57 FOR GENERAL NOTES.
2.SIGNS SHALL BE BLACK ON ORANGE 48"x48" UNLESS OTHERWISE
NOTED.
WORK
AHEAD
ROAD
W20-1
A B C
D E
CLOSED
AHEAD
RIGHT LANE
W20-5aR
3
CLOSED
AHEAD
LEFT LANE
2
W20-5aL
MOTORCYCLES
USE EXTREME
CAUTION
H*
*NECESSARY WHEN ROADWAY
CONDITIONS OUTLINED IN
RCW 47.36.200 ARE
PRESENT.
PAVEMENT
W8-2001W21-1701
GROOVED
CENTER
LANE
CLOSED
AHEAD
W9-3
CLOSED
AHEAD
LEFT LANE
W20-5L W1-4
F
61
02/26MD
02/26
02/26
BCC
BCC
1"=100'
02/2026
IN
T
E
R
U
R
B
A
N
A
V
E
S
(
3
5
M
P
H
)
S 13
3
R
D
S
T
(
3
0
M
P
H
)
GAT
E
W
A
Y
D
R
(
2
5
M
P
H
)
S
R
5
9
9
N
B
(
6
0
M
P
H
)
S
R
5
9
9
S
B
(
6
0
M
P
H
)
S
R
5
9
9
O
N
R
A
M
P
(
4
5
M
P
H
)
UPO
X
X
X
X
X
X
UPO
A
A
A
E
A
A
D
B
GATE
W
A
Y
D
R
(
2
5
M
P
H
)
TEMPORARY TRAFFIC CONTROL LEGEND
TEMPORARY SIGN LOCATION
TRAFFIC SAFETY DRUMS
FLAGGER
DIRECTION OF TRAVEL
SEQUENTIAL ARROW SIGN
WORK ZONE
SIGNALIZED INTERSECTION
UNIFORMED POLICE OFFICERUPO
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
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t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
T
C
P
0
4
.
d
w
g
2/
1
3
/
2
0
2
6
3
:
0
2
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP04.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
SR 599 OFF-RAMP TEMPORARY 2-LANE CLOSURE
100050 200 300
SCALE IN FEET
PLAN
GENERAL NOTES
1.SEE SHEET 57 FOR GENERAL NOTES.
2.SIGNS SHALL BE BLACK ON ORANGE 48"x48" UNLESS OTHERWISE
NOTED.
WORK
AHEAD
ROAD
W20-1
A B C
D
W4-2R
2
LANE ENDS
MERGE
LEFT
W9-2L
MOTORCYCLES
USE EXTREME
CAUTION
F*
*NECESSARY WHEN ROADWAY
CONDITIONS OUTLINED IN
RCW 47.36.200 ARE
PRESENT.
PAVEMENT
W8-2001W21-1701
GROOVED
W20-5aR
CLOSED
AHEAD
RIGHT LANE CENTER
LANE
CLOSED
AHEAD
W9-3
E
62
02/26MD
02/26
02/26
BCC
BCC
1"=100'
02/2026
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
TYPICAL 3 LANE(S) CLOSURE
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
1 2
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
CENTER
LANE
CLOSED
NOLEFTTURNING
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
SIGN SPACING = X (1)BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
L/2
TAPER
L
TAPER
L
TAPER
11
'
33
'
WORK
AREA
INTERURBAN AVE S
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
X X
X X
NOTES
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
UPO
(WORK AREA INCLUDES PLANING AND PAVING)1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOREACH BUSINESS WITHIN WORK AREA LIMITS.
6.POSTED SPEED LIMIT ON INTERURBAN AVE S IS 35 MPH.
7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
W1-4
W9-3
CENTER
LANE
CLOSED
AHEAD
36"
36"36"
36"
X
W4-2
W9-3
CENTER
LANE
CLOSED
AHEAD
W4-2
W20-1
W20-1
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
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0
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\
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P
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.
d
w
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2/
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3
/
2
0
2
6
3
:
0
3
P
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL 3-LANE CLOSURE
63
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
MINIMUM TAPER LENGTH = L (feet)
Posted Speed (mph)
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
SIGN SPACING = X (1)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
TYPICAL 3 LANE(S) CLOSURE WITH MEDIAN/SHIFT
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
1 2
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
CENTER
LANE
CLOSED
NO
LEFT
TURNING
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
L/2
TAPER
L
TAPER
WORK
AREA
INTERURBAN AVE
GA
T
E
W
A
Y
D
R
TAPER
L
CLOSED
AHEAD
LEFT LANE
WORK
AHEAD
ROAD
X X
X X
NOTES
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
UPO
(WORK AREA INCLUDES PLANING AND PAVING)1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOREACH BUSINESS WITHIN WORK AREA LIMITS.
6.POSTED SPEED LIMIT ON INTERURBAN AVE IS 35 MPH.
7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
W4-2
X X
WORK
AHEAD
ROAD
W1-4
36"
36"
36"
36"
W4-2W9-3
CENTER
LANE
CLOSED
AHEAD RIGHT
TWO LANESCLOSED AHEAD
W20-5aR W20-1
W20-1
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
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W
I
L
A
\
9
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0
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7
0
0
-
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r
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A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
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U
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1
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0
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2/
1
3
/
2
0
2
6
3
:
0
3
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL 3-LANE CLOSURE (MEDIAN SHIFT)
64
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
MINIMUM TAPER LENGTH = L (feet)
Posted Speed (mph)
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
SIGN SPACING = X (1)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730
BUFFER DATA
155 200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
TYPICAL 3 LANE(S) CLOSURE WITH MEDIAN/SHIFT
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
1 2
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
CENTER
LANE
CLOSED
NO
LEFT
TURNING
L
TAPER
L/2
TAPER
WORK
AREA
INTERURBAN AVE
GA
T
E
W
A
Y
D
R
TAPER
L
WORK
AHEAD
ROAD
X X
X X
NOTES
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
UPO
(WORK AREA INCLUDES PLANING AND PAVING)1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOREACH BUSINESS WITHIN WORK AREA LIMITS.
6.POSTED SPEED LIMIT ON INTERURBAN AVE S IS 35 MPH.
7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
W4-2
X
WORK
AHEAD
ROAD
36"
36"36"
W4-2
RIGHTTWO LANESCLOSED AHEAD
W20-5aR
W9-3
CENTERLANE
CLOSED
AHEAD
X
W1-4
CLOSED
AHEAD
LEFT LANE
W20-1
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
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K
0
1
1
7
0
0
-
I
n
t
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u
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b
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A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
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0
0
T
C
P
0
3
.
d
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2/
1
3
/
2
0
2
6
3
:
0
3
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL 3-LANE CLOSURE (MEDIAN SHIFT)
65
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
TYPICAL 1 LANE CLOSURE
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
1 2
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
CENTER
LANE
CLOSED
NO
LEFT
TURNING
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
SIGN SPACING = X (1)BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
L/2
TAPER L/2
TAPER
INTERURBAN AVE S
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
X X
X X
NOTES
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
UPO
(WORK AREA INCLUDES PLANING AND PAVING)
1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR
EACH BUSINESS WITHIN WORK AREA LIMITS.
6.POSTED SPEED LIMIT ON INTERURBAN AVE S IS 35 MPH.
7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
36"
36"36"
36"
X
W4-2
W4-2
AHEAD
ONE LANE
ROAD
W20-4
AHEAD
ONE LANE
ROAD
W20-4
W20-1
WORK AREA
W20-7A
W20-7A
X
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
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a
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A
v
e
S
\
C
A
D
D
\
S
h
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\
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2/
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/
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0
2
6
3
:
0
3
P
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******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL 1-LANE CLOSURE
66
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
INTERURBAN AVE
TYPICAL INTERSECTION LANE CLOSURE : NW & SE CORNER CLOSURE
NOTES
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
UPO
(WORK AREA INCLUDES PLANING AND PAVING)
1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.UPO REQUIRED WHEN PAVING THROUGH INTERSECTION.
3.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
4.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
5.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOREACH BUSINESS WITHIN WORK AREA LIMITS.
7.POSTED SPEED LIMIT ON INTERURBAN AVE S IS 35 MPH.
8.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
9.INTERSECTIONS CLOSURE SHALL OCCUR ONE CORNER AT A TIME ANDMUST ALLOW FOR PEDESTRIAN CROSSING.
UPO
WORK
AHEAD
ROAD
CLOSED AHEAD
LEFT LANE
W20-7A
WORK
AHEAD
ROAD
W20-1
WORK
AHEAD
ROAD
W20-1
AHEAD
ONE LANE
ROAD
W20-4
WORK
AHEAD
ROAD
W20-1
CLOSED AHEAD
RIGHT LANE
W20-5R
X X X
X X X
CLOSED AHEAD
RIGHT LANE
W20-5R
W20-5L
X
X
W4-2
W4-2
W20-7A
W20-7A
W20-7A
X
X
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
SIGN SPACING = X (1)BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
WORK
AREA
WORK
AREA
L
TAPER
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
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0
1
1
7
0
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A
v
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S
\
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D
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\
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2/
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/
2
0
2
6
3
:
0
3
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL INTERSECTION 1-LANE CLOSURE - NW & SE CORNER
67
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
INTERURBAN AVE UPO
WORK
AHEAD
ROAD
W20-1
WORK
AHEAD
ROAD
W20-1
XXX
X X X
CLOSED AHEAD
RIGHT LANE
W20-5R
W4-2
W4-2
W20-7A
W20-7A
WORK
AHEAD
ROAD
W20-7A
AHEAD
ONE LANE
ROAD
W20-4
X
X
WORK
AHEAD
ROAD
W20-1
W20-7A
CLOSED AHEAD
RIGHT LANE
W20-5R
X
X
CLOSED AHEAD
RIGHT LANE
W20-5R
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
SIGN SPACING = X (1)BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
TYPICAL INTERSECTION LANE CLOSURE : NE & SW CORNER CLOSURE
NOTES
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
UPO
(WORK AREA INCLUDES PLANING AND PAVING)
1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.UPO REQUIRED WHEN PAVING THROUGH INTERSECTION.
3.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
4.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
5.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOREACH BUSINESS WITHIN WORK AREA LIMITS.
7.POSTED SPEED LIMIT ON INTERURBAN AVE S IS 35 MPH.
8.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
9.INTERSECTIONS CLOSURE SHALL OCCUR ONE CORNER AT A TIME ANDMUST ALLOW FOR PEDESTRIAN CROSSING.
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
WORK
AREA
WORK
AREA
TAPER
L
TAPER
L/2
L
TAPER
L/2
TAPER
100% REVIEW
SUBMITTAL
J:
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A
v
e
S
\
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A
D
D
\
S
h
e
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t
F
i
l
e
s
\
9
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0
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0
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d
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2/
1
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/
2
0
2
6
3
:
0
3
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL INTERSECTION 1-LANE CLOSURE - NE & SW CORNER
68
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
INTERURBAN AVE
TYPICAL INTERSECTION LANE CLOSURE :SE CORNER CLOSURE NOTES
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
UPO
(WORK AREA INCLUDES PLANING AND PAVING)1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.UPO REQUIRED WHEN PAVING THROUGH INTERSECTION.
3.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
4.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
5.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOREACH BUSINESS WITHIN WORK AREA LIMITS.
7.POSTED SPEED LIMIT ON INTERURBAN AVE S IS 35 MPH.
8.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
9.INTERSECTIONS CLOSURE SHALL OCCUR ONE CORNER AT A TIME ANDMUST ALLOW FOR PEDESTRIAN CROSSING.
WORK
AHEAD
ROAD
W20-1
X X X
CLOSED
AHEAD
RIGHT LANE
W20-5R
W4-2
W20-7A
WORK
AHEAD
ROAD
W20-1
W20-7A
AHEAD
ONE LANE
ROAD
W20-4
X
X
X
W20-7A
WORK
AHEAD
ROAD
W20-1
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
SIGN SPACING = X (1)BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
WORK
AREA
L
TAPER
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
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0
1
1
7
0
0
T
C
P
0
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.
d
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2/
1
3
/
2
0
2
6
3
:
0
3
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL INTERSECTION 1-LANE CLOSURE - SE CORNER
69
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
INTERURBAN AVE
WORK
AHEAD
ROAD
W20-1
X X X
CLOSED
AHEAD
RIGHT LANE
W20-5R
W4-2
W20-7A
WORK
AHEAD
ROAD
W20-1
W20-7A
AHEAD
ONE LANE
ROAD
W20-4
X
X
X
W20-7A
WORK
AHEAD
ROAD
W20-1
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
SIGN SPACING = X (1)BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
TYPICAL INTERSECTION LANE CLOSURE : NE CORNER CLOSURE NOTES
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
(WORK AREA INCLUDES PLANING AND PAVING)1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.UPO REQUIRED WHEN PAVING THROUGH INTERSECTION.
3.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
4.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
5.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOREACH BUSINESS WITHIN WORK AREA LIMITS.
7.POSTED SPEED LIMIT ON INTERURBAN AVE S IS 35 MPH.
8.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
9.INTERSECTIONS CLOSURE SHALL OCCUR ONE CORNER AT A TIME ANDMUST ALLOW FOR PEDESTRIAN CROSSING.
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
UPO
WORK
AREA
L
TAPER
L/2
TAPER
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
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0
1
1
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0
T
C
P
0
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2/
1
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/
2
0
2
6
3
:
0
3
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL INTERSECTION 1-LANE CLOSURE - NE CORNER
70
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
INTERURBAN AVE
WORK
AHEAD
ROAD
W20-1
X X X
CLOSED AHEAD
RIGHT LANE
W20-5R
W4-2
W20-7A
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
SIGN SPACING = X (1)BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
TYPICAL CURB RAMP REPLACEMENT LANE CLOSURE : SE CORNER NOTES
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
UPO
(WORK AREA INCLUDES PLANING AND PAVING)1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOREACH BUSINESS WITHIN WORK AREA LIMITS.
6.POSTED SPEED LIMIT ON INTERURBAN AVE S IS 35 MPH.
7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
8.INTERSECTIONS CLOSURE SHALL OCCUR ONE CORNER AT A TIME ANDMUST ALLOW FOR PEDESTRIAN CROSSING.
1 2
1 MILE
AHEAD
RIGHT
LANECLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
WORK
AREA
L
TAPER
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
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0
0
T
C
P
0
3
.
d
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2/
1
3
/
2
0
2
6
3
:
0
3
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL INTERSECTION 1-LANE CLOSURE - SE CORNER
71
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026
INTERURBAN AVE
WORK
AHEAD
ROAD
W20-1
X X X
CLOSED
AHEAD
RIGHT LANE
W20-5R
W4-2
W20-7A
WORK
AHEAD
ROAD
W20-1
X
X
W4-2
CLOSED AHEAD
RIGHT LANE
W20-5R
25 30 35 40 45 50 55
10
12
60
11
105
125
150 205 270 450 500
165 225 295 495 550
180 245 320 540 600
115
65 70
-
-
--
-
--
-
-
-
-
-
MPH
50
35/45
25/30
TAPER TANGENT
40
30
20
80
60
40
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'
45 / 55 MPHRURAL ROADS 500'
25 / 30 MPH 200' (2)
URBAN STREETS 25 MPH OR LESS 100' (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
LANE
WIDTH
(feet)
CHANNELIZATION DEVICE
SPACING (feet)
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTSSPEED (MPH)25 30 35 40 45 50 55 60 65 70
LENGTH (feet)250 305 360 425 495 570 645 730155200
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
150'100'172'123'100'
HOST VEHICLE WEIGHT9,900 TO 22,000 lbs.HOST VEHICLE WEIGHT> 22,000 lbs.
< 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
74'
MINIMUM TAPER LENGTH = L (FEET)
POSTED SPEED (MPH)
SIGN SPACING = X (1)BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
TYPICAL CURB RAMP REPLACEMENT LANE CLOSURE : SE CORNER NOTES
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
SEQUENTIAL ARROW SIGN
PROTECTIVE VEHICLE - RECOMMENDED
TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
UNIFORMED POLICE OFFICER
SIGNALIZED INTERSECTION
UPO
(WORK AREA INCLUDES PLANING AND PAVING)1.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.LANE CLOSURES ALLOWED FROM 7:00AM - 5:00PM.
2.FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, USE SIGN W1-3IN LIEU OF SIGN W1-4.
3.ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
4.DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
5.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOREACH BUSINESS WITHIN WORK AREA LIMITS.
6.POSTED SPEED LIMIT ON INTERURBAN AVE S IS 35 MPH.
7.TRAFFIC CONTROL SIGNAGE SHALL NOT BLOCK BIKE LANEOR SIDEWALKS OUTSIDE OF WORK ZONES.
8.INTERSECTIONS CLOSURE SHALL OCCUR ONE CORNER AT A TIME ANDMUST ALLOW FOR PEDESTRIAN CROSSING.
1 2
1 MILE
AHEAD
RIGHT
LANE
CLOSURE
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
WORK
AREA
L
TAPER
L/2
TAPER
100% REVIEW
SUBMITTAL
J:
\
P
N
W
\
T
U
K
W
I
L
A
\
9
T
U
K
0
1
1
7
0
0
-
I
n
t
e
r
u
r
b
a
n
A
v
e
S
\
C
A
D
D
\
S
h
e
e
t
F
i
l
e
s
\
9
T
U
K
0
1
1
7
0
0
T
C
P
0
3
.
d
w
g
2/
1
3
/
2
0
2
6
3
:
0
3
P
M
******ENGINEERING STREETS WATER SEWER BUILDING
PUBLIC WORKS DEPT.
date
scale
file no
no date revisions
designed
drawn
checked
proj eng
proj dir
field bk no
by date
1908
S
E
A
L O F T U K WILA W
A
S
H
I
N
G
T
O
N
3131 ELLIOTT AVENUE,
SUITE 400
SEATTLE, WA 98121
206.286.1640
www.psomas.com
9TUK011700TCP03.DWG
72
INTERURBAN AVE S
REHABILITATION
REGISTERE D
N
O
T
G
NIHSAWFOETATS
E R
N E
P
R
F
O
E NNALIO
ES IGS
56239
M A T T H E W D. DESM
A
R
A
I
S
TRAFFIC CONTROL PLANS
TYPICAL INTERSECTION 1-LANE CLOSURE - NE CORNER
72
02/26MD
02/26
02/26
BCC
BCC
NTS
02/2026