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Z
ZPLANS FOR PROPOSED PROJECT
ST. HELENS
ASTORIA
TILLAMOOK
MCMINNVILLE
ALBANYNEWPORT
CORVALLIS
HOODRIVER
DALLESTHE
MADRAS
PRINEVILLE
BEND
COQUILLE
GRANTSPASS
Ashland
BURNS
KLAMATH
FALLS
CONDON
MORO
PENDLETON
LA GRANDE
ENTERPRISE
VALE Ontario
PORTLAND
SALEM
MEDFORD
EUGENE
ROSEBURG
Athena
N. Powder
UnityDayville
Sisters
Juntura
Frenchglen
Burns Jct.
McDermitt
Paisley
La Pine
Crescent
Biggs
Lexington
HermistonBoardman
Ukiah
Arlington
Malin
Brookings
Coos Bay
Drain
Canyonvil le
Reedsport
Oakridge
GoshenFlorence
Lincoln City
Waldport
HomeSweet
DetroitAntelope
Maupin
ForestGrove
Hebo
Cannon Beach
SeasideRainier
Milton-Freewater
30
26
101
20
99W
26 35 197
97
74
84
82
3
3951926
26
205
34
36
126
38
126
20
395
26
7
20
78
95
3953197
58
42
62
140
66
140
101
199
5
22
Bonanza
84
Junction City
BAKER CITY
HEPPNER
Copperfield
LakeSilver
JunctionCaveBEACH
GOLD
OrfordPort
82
LAKEVIEW
CANYONCITY
DayJohn
CITYOREGON
HILLSBORO
DALLAS
Redmond
Val leyJordan
205
140
STATE OF OREGON
DEPARTMENT OF TRANSPORTATION
ATTENTION:
The Oregon Utility Center Is (503) 232-1987.)
The Center. (Note: The Telephone Number For
You May Obtain Copies Of The Rules By Calling
OAR 952-001-0010 Through OAR 952-001-0090.
Center. Those Rules Are Set Forth In
Adopted By The Oregon Utility Notification
Oregon Law Requires You To Follow Rules
LET'S ALL
WORK TOGETHER
TO MAKE THIS
JOB SAFE
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
FIR
ST
SAFETY
T. 2 N., R. 1 E., W.M.
________________________________
________________________________
Signature & date
Print name and title
Concurrence by ODOT Chief Engineer
Approving Authority: ________________________________
authority.
and approved by the ODOT Chief Engineer or their delegated
Exceptions to these standards, if any, have been submitted
These plans were developed using ODOT design standards.
INDEX OF SHEETS
SHEET NO. DESCRIPTION
Title Sheet
Index Of Sheets Cont'd. & Std. Drg. Nos.
A01
A02
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
A01
ADMINISTRATION
FEDERAL HIGHWAY
DIVISION
OREGON
PROJECT NUMBERNO.
SHEET
I-5: INTERSTATE BR (NB)
BRIDGE
I-5: INTERSTATE BR (NB)
001(482)
001(482)
BEGINNING OF PROJECT 001(482)
END OF PROJECT
Overall Length Of Project - 1.25 Miles
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
Phone: 503.223.6663
Portland Oregon 97201
2100 SW River Parkway®
PLANS PREPARED FOR
OREGON DEPARTMENT OF TRANSPORTATIONBy:
PACIFIC HIGHWAY
PACIFIC HIGHWAY
P:\O\ODOT00000906\0400CAD\RH\Sheets\R_K19651_ts_01.dgn 6/15/2018 8:46:40 AM mjy
DECEMBER 2018
??V-??
STA. "NB" 32+00.00 (M.P. 0.64) STA. "NB" 100+23.9 (M.P. 307.60)
Washington
TRUNNION SHAFT REPLACEMENT PROJECT
TRUNNION SHAFT REPLACEMENT PROJECT
M.P. EQUA (WA M.P. 0.00), Bk.
STA. "NB" 58+64.75 (OR M.P. 308.38), Ah.=
OREGON TRANSPORTATION COMMISSION
DIRECTOR OF TRANSPORTATION
COMMISSIONER
COMMISSIONER
COMMISSIONER
COMMISSIONER
CHAIR
Matthew L. Garrett
Martin Callery
Sean O'Hollaren
Alando Simpson
David Lohman
Tammy Baney
PLAN
S
FINA
L REVIE
W
� M4-la 24"xl2"
[!Q] M4-5 24"xl2" (DETOUR)
M4-8 �
M4-8 24"xl 2" 24''xl2"
42"x12·II Vancouver l=5•c [!Q] M4-5 �
M3-l 24''xl2" 24''xl2" TYPE "04"
�6-2R IMl-1 �Ml-I l''xl 5" 30"x28" 24"x24"
M6-3 MS-TR 2l''xl5" 2l"xl 5"
0 0 0
�M4-8 24"xl2" �
M4-8 24"xl2" �
M4-8 24"xl2" OQ] M4-5
24"xl2" OQ] M4-5
24"xl2" �M3-l 24"xl2"
!Ml-I IMl-1 �Ml-I 30''x28" 30''x28" 24"x24"
M6-1R M6-2R M6-2R 2l"xl5" 2l''xl5" 2l''xl5"
0 G G 18"
i------------1
�M4-8
�[ �
- �M4-8
24"xl2" SB RAMP -6"C 24''xl2"
42"xl2" II Vancouver t6"C TYPE"04"
�
30''x36" CG20-6MOD
0
�M4-8 24''xl2"
�M3-l 24''xl2"
�Ml-I 24''x24"
M6-3 2l"xl5"
@
�r
18" i--------1
(!) -
NB RAMP 6"C
CLOSED 6"C -
USE DETOUR 6"C -72"x60" TYPE"04"
0
�M4-8 24"xl2"
�M3-l 24"xl2"
�Ml-I 24"x24"
M6-1R 2l"xl5"
0)
�M4-8 24"xl2" OQ] M4-5
24"xl2" CLOSED AT 1-:;::,,. -5•c (SOUTH) �::;,2•
� Ml-I
!SOUTH! �::;,2•
�Ml-I
MS-TR 2l''xl5"
0
� M4-8 � 24''xl2"
I SOUTH I �:.;, 2·
�Ml-1
� 24''x24"
r""ii7M6-2R � 2l"xl5"
WASHINGTON ST
USE DETOUR
72"x64" TYPE"04"
G
NOTUSED
(ii) through @ TZ_Kl 965 l_tc_0l.dgn :: Default 6/22/2018 10:49:58 AM kiara.drake
6"C 24''x24" 24"x24"
6"C M6-3 NOT USED
MS-1 21 ''xl 5" 21 "xl 5"
G B 0)
M4-8 � �M4-8 M4-8 � �M4-8 M4-8 � �M4-8 24''xl2"� �24"xl2" 24''xl2"� �24"xl2" 24''xl2"� �24''xl2"
�:;,2 .. ( EAST I ISOUTHl�:.;,2" �:.;,2-I EAST I ISOUTHJ�:•02• �:;,2.1 EAST I ISOUTHJ�:.02•
Ml-601� �5
Ml-I Ml-601� � Ml-1 Ml-601� �5
Ml-I 24•x24•L.£J �
24''x24" 24.x24.l.£J � 24''x24" 24"x24"l.£J � 24"x24"
r""ii7 M6-2R I • I M6-1L fT"l M6-3 � 2l"xl5" 2l"xl5" L.:!:..J 2l''xl5"
G 0
� M4-8 24''xl2" OQ] M4-5 24''xl2"
IMl-1 30''x28"
MS-1 2l"xl5"
0
�M4-8 24"xl2"
� M3-l 24''xl2"
�Ml-I 24''x24"
MS-1 21 ''xl 5"
G
�M4-8 24"xl2"
(SOUTH! �::;,2•
�Ml-I 24''x24"
M6-1L 21 "xl 5"
0
FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST
� M4-8 24"xl2" OQ] M4-5 24''xl2"
IMl-1 30''x28"
M6-1L 21 ''xl 5"
0
�M4-8 24''xl2"
�M3-l 24"xl2"
�Ml-I 24"x24"
M6-1L 21 "xl 5"
G
�M4-8 24"xl2"
(SOUTH! �::;,2•
�Ml-I 24"x24"
MS-TR 2l"xl5"
@
42''xl2" ITYPE "04"
??V-???
END
DETOUR
CG20-5 30"x24"
0
� M4-la 24''xl2"
[!Q] M4-5 24"xl2"
Portland 1=6"C
[Z]M6-2R 2l"xl5"
G
�M4-8 24"xl2"
!SOUTH! �:.;,2•
�Ml-I 24"x24"
M6-1R 2l"xl5"
@
-720 SW Washington Street, Suite 500 Portland, Oregon 97205 (503) 243-3500 www.dksassociates.com
1-5: INTERSTATE BR (NB)TRUNNION SHAFT REPLACEMENT PROJECT
PACIFIC HIGHWAY MULTNOMAH COUNTY, OR-CLARK COUNTY, WA
Designer. s. Vadael
Drafter. DKS CAD
Reviewer. B. Copeland
Checker: S. Vadael
TRAFFIC CONTROL DETAILS SHEET NO.
EA01
Rotation:N/A Scale: NTS
NOT USED
0)
WIDE LOADS -6''C
LONG LOADS -6''C
USE EXIT IA -6''C
TO� ]� 1-----------l
22.5" 54''x60" TYPE"04"
WIDE LOADS
LONG LOADS
USE ALT ROUTE
72"x42" TYPE"04"
G
TZ_Kl 965 l_tc_02.dgn :: Default 6/22/2018 10:49:59 AM kiara.drake
6"C--6"C
6"C
�M4-4 24''xl2"
[}Q]M4-5 24"xl2"
�';;:;,,. (DETOUR) �:;�2 ..
rnM6-3 2l"xl5"
0
NOT USED
G
�M4-4 24"xl2"
(DETOUR) �:;�2 ..
I NORTH I �:.�� 2"
�Ml-I 30''x28"
[Z]M6-2R 2l"xl5"
G
{
18"
� NB RAMP
CLOSED AT
MLK JR BLVD
USE DETOUR
72"x60" TYPE "04"
@)
??V-???
M4-8 � 24"xl2" DETOU �M4-8
24''xl2"
�J.;,2 .. 1 EAST I [SOUTH)�J;!,2
..
MJ-601�24"x24"
�Ml-/ 24"x24" NOT USED
� M5-l 2l"xl5"
G 8 through@
-720 SW Washington Street, Suite 500 Portland, Oregon 97205 (503) 243-3500 www.dksassociates.com
1-5: INTERSTATE BR (NB)TRUNNION SHAFT REPLACEMENT PROJECT
PACIFIC HIGHWAY MULTNOMAH COUNTY, OR-CLARK COUNTY, WA
Designer. s. Vadael
Drafter. DKS CAD
Reviewer. B. Copeland
Checker: S. Vadael
TRAFFIC CONTROL DETAILS SHEET NO.
EA02
FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST Rotation:N/A Scale: NTS
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_03.dgn :: Default 6/22/2018 10:50:00 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETAILS
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EA03
EXISTING VMS "A" RECOMMENDED MESSAGE
Advance message Construction message
EXISTING VMS "B" RECOMMENDED MESSAGE
Advance message Construction message
EXISTING VMS "C" RECOMMENDED MESSAGE
Advance message Construction message
EXISTING VMS "D" RECOMMENDED MESSAGE
Advance message
EXISTING VMS "E" RECOMMENDED MESSAGE
Advance message Construction message
EXISTING VMS "F" RECOMMENDED MESSAGE
Advance message
EXISTING VMS "G" RECOMMENDED MESSAGE
Advance message
EXISTING VMS "H" RECOMMENDED MESSAGE
Advance message Construction message
EXISTING VMS "I" RECOMMENDED MESSAGE EXISTING VMS "J" RECOMMENDED MESSAGE
Construction message Construction message
VMS RECOMMENDED MESSAGES
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
EXPECT DELAYS
INTERSTATE BRIDGE
ROAD WORK I-5
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
EXPECT DELAYS
INTERSTATE BRIDGE
ROAD WORK I-5
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
EXPECT DELAYS
INTERSTATE BRIDGE
ROAD WORK I-5
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
EXPECT DELAYS
INTERSTATE BRIDGE
ROAD WORK I-5
EXPECT DELAYS
INTERSTATE BRIDGE
ROAD WORK I-5
ALT ROUTE I-205
INTERSTATE BRIDGE
ROAD WORK I-5
Construction message
ALT ROUTE SR-500
INTERSTATE BRIDGE
ROAD WORK I-5
ALT ROUTE I-205
INTERSTATE BRIDGE
ROAD WORK I-5
EXISTING VMS "K" RECOMMENDED MESSAGE
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
Advance message
EXISTING VMS "L" RECOMMENDED MESSAGE
MMM DD-DD
INTERSTATE BRIDGE
ROAD WORK I-5
Advance message
N/A NTS
General Notes:
See sheet No. EB01 for existing VMS locations.1.
Operations Center (TMOC)14 days prior to construction.
Contactor to contact ODOT's Transportation Management
VMS messages to be programmed by ODOT and WSDOT. 2.
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_04.dgn :: Default 6/22/2018 10:50:02 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETAILS
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EA04
N/A
Movable Barrier Detail
(Not to scale)
pavement markers at 10' spacing
Install top mounted flexible overlay
line (paint)
Install 4" yellow
line (paint)
Install 4" yellow
18" 39"
Side view
32"
Front view
NTS
COLU
MBIA
COLU
MBIA
RIVER
COLUMBIA
COLUMBIA
RIVER
501
501
LOWER RI
VER RD
LOWER RIVER RD
RIVER
ACOLUMBI
Caterpill
ar Is
land
5 5
5
5
205
501
501
501
501
RIV
ER
NEW
RD
FO
UR
TH
WB
LV
D
500
NW 41ST AVE
NW 151
ST
ST
SE
WA
RD
NW
RD
NW 149
TH
ST
NW 11TH AVE
NE 10TH ST
NE 10TH AVE
NE 29TH AVE
NE 29TH AVE
SALMON
CR
EE
K
NE
AVE
134
TH
ST
NE
CLARKRDNE
TENNEY
RD
NE
NE 139
TH
ST
NW 139
TH
ST
NW
BLI
SS
RD
NW 21ST AVE
NW 36TH AVE
NW 119
TH
ST
NE
117
TH
ST
NE
119
TH
ST
NW31STAVE
NW 16TH AVE
NW 109
TH
ST
NW 11TH AVE
NW 99
TH
ST
NW 99
TH
ST
NE 99
TH
ST
NW
94
TH
ST
NW21STAVE
NW9THAVE
HAZELNE
AVE
DELL
NEHAZEL
DELLAVE
NE 88
TH
ST
NE 88
TH
ST
NE 78
TH
ST
NE 78
TH
ST
NE 13TH AVE
25TH NEAVE
LA
KES
HORE
NW
AVE
VALLEYRD
FRUIT
NW
SL
UM
AN
NW
RD
NE ANDERSON AVE
OVERLO
OK
DR
NW
NW 68
TH
ST
NE 68
TH
ST
JO
HNS
RD
ST
NE
MI
NN
EH
AH
A
NE
ST
RO
SS
ST
NE
NE 54
TH
ST
56
TH
NE
ST
JOHNSSTNE RD
JAMESRD ST NE
49
TH
NE
ST
44
TH
NE
ST
40THAVE NE
BER
NIE
NW
DR
FRUIT VALLEY RD
FRUIT VALLEY RD
LINCOLN NWAVE
NW 26TH ST EXTN
RI
VER R
D
SIMPSONAVE
W16
TH
ST
PORTWAY
LINCOLN AVE
MC
LO
UG
HLI
NW
ST
14
TH
ST
W
13
TH
W W
8T
HW
ST
W 6
TH
ST
W 5
TH
ST
MAINST
BROADWAY
WASHINGTON ST
C ST
39
TH
ST
W
KAUFMANAVE
33
RD
ST
33
RD
ES
T
MAIN ST
15THAVE NE
FO
UR
TH
PL
AI
NB
LV
D
E
JO
HNS
BL
VD
ST
NE
GRAND BLVD
VA
NC
OU
VE
R
WA
Y
FORT
MC
LO
UG
HLI
NB
LV
DE
MI
LL
PL
AI
NB
LV
D
E
EV
ER
GR
EE
NB
LV
DE
GRAND BLVD
P STP ST
MC
LO
UG
HLI
N
BLVD
E
BRANTRD
JEFFERSON
ST
NE 17TH AVE
CV
AN
OU
VE
R
AL
KE
CO
LU
MBI
A
RI
VE
R
BUCKM
IRE
SLOUGH
LAKE
RIVE
R
Curtis
Lake
Round
Lake
NLAKE
Whipple
Cree
k
Salm
on
Creek
La
Londe
Cr
Salm
on
Creek
B
urnt
Brid
ge
Creek
BURLINGT
ON
NORTHERN
(UNI
ON
PACIFI
C
SANTA F
E
BNSF (UPRR)
Center
(Closed)
Info
Ped
Uxing
NW 169
TH
ST
NW 164
TH
ST
NE 159
TH
ST
NE 20TH AVE
NE 139
TH
ST
NE 131
ST
ST
NE 60
TH
ST
NE
39
TH
ST
NIC
HO
LS
ON
RD
E 39
TH
ST
37
TH
ST
E
29
TH
ST
E
27
TH
ST
E
MST
SST
UST
WST
WATSONAVE
E 14
TH
ST
13
TH
ST
E
RESERVE
ST
E
MC
CA
NN
RD
27
TH
ST
NW
NW 122
ND
ST
26TH NWST
ST
W
ST
W
21
ST
W
20
TH
ST
E
GST
EST
RAILROAD)
20
TH
ST
W
PL
AI
NW
MI
LL
BL
VD
MI
LL
PL
AI
NB
LV
D
W
MILL
BLVDPLAIN
ERWINORIEGERMEMHWY
(Closed)
NE HIGHWAY
99
NE HIGHWAY
99
FU
TU
RE
EV
ER
GR
EE
NB
LV
D(10
TH)
FRANKLINST
501
FU
TU
RE
(Pro
pose
d -
appr
oxim
ate locati
on)
UNION
RD
NE
W
LO
WER
THOMPSON
AVE
NW
93
RD
ST
FALKRD
NEAVE 42ND
NW 45
TH
ST
NE 45
TH
ST
NW 7TH AVE
NW 114
TH
ST
NW
BA
SS
EL
RD
NW
HA
TH
AW
AY
RD
205
205
CLA
RK C
OU
NT
YAIR
PORT
500
503
500
500
FO
UR
TH
PL
AI
N
RD
NE
NE 117TH AVE
NE 117TH AVE
NE 159
TH
ST
NE 159
TH
ST
NE 139
TH
ST
NE 50TH AVE
NE 64TH AVE
SA
LM
ON
CR
EE
K
ST
NE
NE 72ND AVE
NE 72ND AVE
NE 92ND AVE
NE 156
TH
ST
NE
154
TH
ST
NE
112TH
AVE
NE 159
TH
ST
NE
CAPLES
RD
NE 142ND AVE
NE 152ND AVE
NE 152ND AVE
NE 119
TH
ST
NE 119
TH
ST
NE 99
TH
ST
ST
NE 99
TH
NE 105
TH
ST
NE 87TH AVENE 87TH AVE
NE 50TH AVENE 50TH AVE
NE 99
TH
ST
NE ST J
OH
NS R
D
NE ST JOHNS RD
NE 88
TH
ST
NE 78
TH
ST
NE 88
TH
ST
NE 76
TH
ST
NE 76
TH
ST
MI
NN
EH
AH
AN
ES
TN
E 63
RD
ST
NE 63
RD
ST
NE 58TH AVE
NE ANDRESEN RD
NE 72ND AVE
NE 58
TH
ST
NE 58
TH
ST
NE 56TH AVE
NE 47
TH
ST
NE 44
TH
ST
VA
NC
OU
VE
RM
AL
LD
R
NE 54
TH
ST
NE 58
TH
ST
THURSTON
NE
WAY
NE 130TH AVE
NE 142ND AVE
NE 152ND AVE
MEADOWS
DR
NE
NE 94TH AVE
NE C
OVI
NGT
ON R
D
102NDAVENE
NE107THAVE
NE
RO
SE
WO
OD
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31ST31ST
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32ND
34TH34TH
34TH
35TH35TH
35TH
36TH36TH
35TH35TH
35TH35TH
PL.
PL.PL.
PL.PL.
PL.
CT.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
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AVE.AVE.
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MO
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35TH
34TH
33RD
33RD
33RD
33RD
32ND
32ND32ND
32ND
32ND
31ST 31ST
31ST31ST 31ST
32ND
24TH24TH
25TH25TH
25TH25TH
26TH
26TH
26TH26TH
27TH27TH
27TH27TH27TH
28TH28TH
28TH28TH
28TH
29TH 29TH
29TH29TH
30TH30TH30TH
30TH
ST.
ST.
ST.
ST.
ST.
ST.
AVE.
AVE.
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AVE.
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AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
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AVE.
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PL.
PL. 28TH
AVE.
AVE.
35TH35TH AVE.
AVE.
AVE.
AVE.
AVE.
34TH
33RD
PL.
ALDER
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AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
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23RD
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DR.
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DR.
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MERGES
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35THPL.
PL.
33RD
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35THAVE.
TERR.
28TH
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ALA
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A
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AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
34TH
35TH
35TH
36TH
PL.
PO
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OD
33RD
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ELR
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AVE.
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32ND
PL.
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27THAVE.
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GR
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AVE.
PL.
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MATHIS
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CT.
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24TH
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32ND
PL.
26TH
AVE.
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BR
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29TH AVE.
HASSALO ST.
AVE.
AVE.
AVE.
AVE.26THHOLLA
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HALS
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29TH AVE.
27THAVE.
AVE.
AVE.
35TH
AVE.33RD
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37TH37TH
38TH
39TH
40TH
38TH
39TH
40TH
42ND
44TH
44TH
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
47TH
48TH
49TH
50TH
AVE.
AVE.
52ND
45TH
46TH
47TH
48TH
49TH49TH
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
53RD
54TH 54TH
55TH
53RDAVE.
AVE.
AVE.
AVE.
PEACOCKLN.
ALD
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ALD
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MO
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ON
BELM
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YA
MHILL
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MHILL
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TIB
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BLV
D.
AVE.
AVE.AVE.
AVE.
AVE.
AVE.
AVE. 68TH
69TH
70TH
AVE.
AVE.
72ND
72ND
74TH
59TH
59TH
60TH
60TH60TH
62ND
62ND
62ND
63RD
63RD 64TH
66TH
67TH
67TH
68TH
69TH
70TH
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
56TH
AVE.
58TH
57TH
56TH
55TH
MO
RRIS
ON
WASHIN
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GR
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GR
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CT.
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ST.
ST.
ST.
ST.
ST.ST.ST.
ST.
ST.
75TH75TH
75TH
74TH 74TH
74TH73RD73RD
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
MILL
MILL
MILL
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
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AVE.
AVE.
AVE.
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ST.
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ST.
ST.
ST.
ST.
ST.
ST.
ST.
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ST.
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BR
OO
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84TH84TH84TH
83RD
80TH80TH80TH
79TH79TH
78TH 78TH 78TH
77TH77TH AVE.
76TH76TH
76TH
AVE.
84TH
85TH
85TH
85TH
86TH
90TH
90TH90TH
89TH
87TH
ST.
ST.
ST.
AVE.
DR.
VIEW
HARRIS
ON
PL.
92ND
92ND
AN
KEN
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PIN
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MAIN
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ST.
ST.
LIN
COLN
LIN
COLN
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MTN.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
85TH
87TH
87TH87TH
89TH
90TH
93RD
93RD
GR
ANT
GRANT
CAR
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SHER
MAN
CT.
ST.
AVE.
AVE.CLA
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CT.94TH
96TH
97TH
OAK
DR.
98TH
CLI
NTO
N
PL.
97TH
CT.
AVE.
45TH
AVE.
52ND
AVE.
58TH
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ASH
PL.
ST.
66TH
CT.
ASH
ST.
PIN
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ST.
AVE.
PL.
AVE.
CT.
SC
OTT
DR.
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AVE.
GILHAM
THORBURN
BUR
NSID
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DAVIS
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DAVIS
DAVIS
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FLA
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HO
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HO
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HO
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IRVIN
G
IRVIN
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RO
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CT.
CT.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
37TH
37TH
38TH
39TH
40TH
AVE.42ND
42ND
43RD HALS
EY
43RD
FIR ST.
ST.
SEN
ATE
HASSALO
HASSALO
HASSALO
WAS
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EUCLID
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MAH
MULT
NO
MAH
MULT
NO
MAH
OREG
ON
OREG
ON
OREG
ON
IRVIN
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HASSALO
ST.
ST.
44TH
52ND52ND
52ND
AVE.53RD53RD
54TH
55TH
56TH
56TH 57TH
57TH
57TH
AVE.
58TH
58TH
58TH
59TH
HOLL
AD
AY
ST.
WILLO
W
ST.
VERA
ST.
62ND
AVE.
PL.
64TH64TH
65TH
65TH
65TH
65TH
66TH
66TH
AVE.
AN
KEN
YST.
ASH
57THAVE.
59TH
67TH
ST.
68TH
69TH
67TH
ST.
70TH
70TH
ST.
ST.
ST.
ST.
ST.
TH
OMPSO
N
TILLA
MO
OK
HAN
CO
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ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST. S
T.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
HASSALO
PACIFIC
HOLL
AD
AY
OREG
ON
IRVIN
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72ND
72ND72ND
DR.
73RD
74TH
74TH
75TH
76TH
76TH77TH
77TH
77TH
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
HALS
EY
WASC
O
77TH
78TH
79TH
80TH
82ND
AVE.
CLA
CKA
MAS
CLA
CKA
MAS
BRO
AD
WAY
JONES
MO
RE
ST.
TILLA
MO
OK
72ND
63RDAVE.
AVE.
ST.
HAN
CO
CK
HAN
CO
CK
BR
OAD
WAY
BR
OAD
WAY60TH
ST.
ST.
ST.
ST.
ST.
DAVIS
DAVIS
ST.
FLA
NDERS EVERETT
EVERETT
GLISAN
HO
YT
ST.
ST.
BERY
L
TER.
DR.
AVE.
AVE.
AVE.
AVE.
AVE.
HAN
CO
CK
DR.
85TH
86TH
84TH
86TH
87TH88TH
88TH88TH
90TH
92ND92ND
93RD
94TH
90TH
92ND
90TH
SC
HU
YLE
R
EU
GENE
SACR
AM
ENTO
TH
OMPSO
N
95TH PL.
RUSSELL
RUSSELL
PL.
BR
AZEE
ST.
PL.
AVE.
38TH
39TH
40TH
42ND42ND
45TH
45TH
46TH
46TH46TH
47TH
47TH 47TH
48TH
48TH
49TH
49TH
50TH
50TH
52ND
53RD
53RD
54TH
54TH
55TH
55TH 55TH
56TH
57TH57TH
59TH
59TH
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
63RD62ND
60TH
64TH
65TH
66TH
67TH
68TH
69TH
70TH
72ND
73RD
75TH
74TH
76TH
73RD AVE.
79TH
45TH
46TH
47TH
48TH
49TH
50TH
BR
AZEE
BR
AZEE
MILTO
N
MILTO
N
WISTA
RIA
WIS
TARIA
STANTO
N
STANTO
N
MO
RRIS
MO
RRIS
SACRA
MENTO
SACR
AM
ENTO
ALA
MEDA
ALAMED
A
ALA
MED
A
ALA
MED
A
SIS
KIY
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SIS
KIY
OU
SIS
KIY
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ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
KLI
CKIT
AT
KLI
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KLI
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FRE
MO
NT
FREMONT
ST.
ST.
FAILIN
G
FAILIN
G
FAILIN
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BEEC
H
BEEC
H
ALT
ON
MASO
NM
ASO
N
MASO
N
SKID
MO
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SKID
MO
RE
CA
MPAIG
N
PRESC
OTT
PRESC
OTT
GOIN
GG
OIN
G
GOIN
GG
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G
GOIN
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WYG
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WYG
ANT
WYG
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WYG
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ALB
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ALB
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ALBERTA
ALB
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ALB
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HU
MBOLD
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ROSELA
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ROSELA
WN
ROSELA
WN
ROSELA
WN
SU
MNER
SU
MNER
SU
MNER
SU
MNER
SU
MNER
WEBSTER
WEBSTER
EM
ERSO
N
EM
ERSO
NE
MERSO
NE
MERSO
N
SIM
PSO
N
SIM
PSO
N
ST.
ST.
ST.
HOLM
AN
HOLM
AN
LOM
BARD
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
AIN
SW
ORTH
AIN
SW
ORTH
AIN
SW
ORTH
AIN
SW
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CT.
CT.
ST.
JARRETT
JESSUP
KILLI
NGS
WO
RTH
KILLI
NGS
WO
RTH
96TH
DR.
87TH
86TH
85TH
84TH
83RD
DYER
ST.
ST.
87TH
89TH
90TH
AVE.
AVE.
AVE.
AVE.
HILLW
AY ST.
AVE.
AVE.
BENJ
AMIN
ROCKY
BUTT
E
RD.
RD.
BUTTE
ROCKY
ROCKYBUTTE
RD.
89TH
ACADEMY
ST.
CADET
AVE.
80TH
79TH
78TH
77TH
PL.
ST.
AVE.
AVE.
GR
AH
AM
PL.
70TH
ST.
ST.
ST.
ST.
ST.
ST.
ST. S
T.
ST.
ST.
WEBSTER
SU
MNER
EM
ERSO
N
AVE.
ST.
ST.
WYG
ANT
ST.
78THPL.
AVE.
ST.
PL.
83RD
84TH
85TH
86TH
87TH
88TH
89TH
90TH
92ND
AVE.
AVE.AVE.
COLU
MBIA
ST. S
T.
WYG
ANT
ST.
SKID
MO
RE
SKID
MO
RE
ST.
CT.
88TH
AVE.90TH
AVE.
MAY
WOOD
BLVD.
ST. S
T.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
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205
205
205
205
205
205
84
205
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_05.dgn :: Default 6/22/2018 10:50:02 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
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6
919
PO
N
ANO
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SSFE
R
E
IL
TRAFFIC CONTROL DETOUR PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EB01
See sheet No. EA03 for recommended message on VMS.1.
N.T.SVARIABLE MESSAGE SIGNING
PORTLAND
TUALATIN
VANCOUVER
I-205 BRIDGE
I-5 BRIDGE
NE M
ARIN
E D
R
HA
YD
EN ISLA
ND
5
217
26
405
84
5
205
5
L E G E N D
205
5
30
(I-5 NB M.P. 285.00)
VMS "A"
(US-26 EB M.P. 72.35)
VMS "C"
(US-30 EB M.P. 1.73)
VMS "E"
(I-5 NB M.P. 298.48)
VMS "B"
(I-84 WB M.P. 1.52)
VMS "D"
(I-5 NB M.P. 305.67)
VMS "F"
(I-84 WB M.P. 11.21)
VMS "I"
(SR-14 WB M.P. 8.29)
VMS "H"
(I-5 SB M.P. 8.8)
VMS "J"
(I-5 SB M.P. 2.5)
VMS "G"
SR-14
SR-500
(I-205 NB M.P. 20.17)
VMS "K"
(I-205 NB M.P. 11.69)
VMS "L"
90° N.T.S
Existing Variable Messages Sign (VMS)
General Notes:
construction.
Operations Center (TMOC) at (503)283-5859 14 days prior to
Contactor to contact ODOT's Transportation Management
VMS messages to be programmed by ODOT and WSDOT. 2.
RIVER
BNSF
COLUMBIA WAY
205
14
BCOLUM
IA
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BURLINGTON
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13TH
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15TH
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12TH
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22N
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24TH
25TH
26TH
27TH
28TH
29TH
30TH
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34TH
35TH
35TH
36TH
PL.
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46TH
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47TH
48TH
49TH
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55TH
57TH
59TH
AVE.
AVE.
AVE.
AVE.
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AVE.
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AVE.
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AVE.
AVE.
AVE.A
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AVE.
AVE.
AVE.AVE.
AVE.
AVE.
AVE.
AVE.
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ST.
ST.
ST.
ST.
WYGANTWYGANTWYGANT
ALBERTA
ALBERTA ALBERTA
ALBERTA ALBERTA
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44TH
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47TH
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79TH
CT.
92N
D
DR.
78TH
CT.
DR.
MARX
80TH
AVE.
AVE.
ST.
AVE.
HOLMAN ST.
82N
D
AVE.
87TH
BLVD.
CLARK
MARINE
DR.
AIRPORT
X--X
ST.
ST.
ST.SIMPSON
AVE.
ST.
38TH
39TH
41S
T
PORTLAND
AVE.
AVE.
AVE.
HOLMAN ST.
BLVD.
ST.
ST.
AVE.
50TH
AVE.
52N
D
AVE.
65TH AVE.
ELROD
RD.
AVE.
AVE.
AVE.
CT.
WEBSTER
AVE.
42N
D
37TH
AVE.
Johnson
FERNHILL
WHITAKERMIDDLESCHOOL
ST. CHARLESSCHOOL
TRINITYLUTHERAN
SCH.
SACAJAWEA
PARK
SUMNERSCHOOL
FIRESTA.
COLWOOD
NATIONAL
GOLF
COURSE
PORTLAND
FIRESTA.
PACIFIC
UNION
FREE
WAY
NORTHEAST
PORTLAND
HWY.
NO. 123NORTHEAST30
BY.
AVE.
GABRESKI
CORNFOOT
TRANSPORT
AIR
TR
ANS
AM
BASSAD
OR
BONG
INTE
RNATIO
NAL
COLW
OO
D
WAY
BRYANT ST.
SKYPO
RT
WAY
WAY
WAY
PKWY.
NO. 68
73R
D
ST.
AVE.
50TH AVE.
LIBERTY
45TH
AVE.
43R
D
AVE.
ST.
ST.
McGUIRE AVE.
Columbia
Slough
GLASS PLANT
40TH AVE.
41S
T AVE.
WEBSTER ST.
AVE.
HIGHLAND ST.
AVE.
47TH
50TH PL.
McD
ONALD S
T.57TH AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AIR
OREGON
NATIONAL
GUARD
COURSE
BROADMOOR
GOLF
MEEKELEM.
SCHOOL
BroughtonBeach
Fir
Lemon
Lower
Point
INTERNATIONAL AIRPORT
PKWY.
ALD
ER
WO
OD
RD.
CHURCH
AINSWORTH ST.
PL.AMBASSA
DOR
COLFAXST.
ALD
ER
WO
OD
RD.
45TH PL.
43R
D
AVE.
MA
CD
ON
AL
D
COURIER CT.
BLVD.
AVE.
RD.
AVE. MARX
ST.
ST.
ST.
ST.
AVE.
SIMPSON
SIMPSON
HOLMAN
LIBERTY ST.
AIRPORT
SUMNER
INVERNESS
SANDYKILLINGSWORTH
RD.
WAY
MARINE
DR.
105TH
112TH
Columbia
Lake
NO. 64
105TH
AVE.
AVE.
GLEN
WIDING
109TH
112TH
AVE.
BENNETT ST.
SARATOGA
ST.
ST.
AVE.
115TH AVE.
MARX PL.
Island
Island
Tri-Club
BRID
GE
GLE
N
JAC
KSO
N
DEERRING DR.
DEERING
DR.
205
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_06.dgn :: Default 6/22/2018 10:50:17 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETOUR PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EB02
DETOURI-5 NB ADVANCE OPTIONAL DETOUR
WORK ZONE
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
DETOUR ROUTE
N.T.S.
PCMS "B"
I-5 B
RID
GE
HAYDEN ISLAND
NE M
LK JR B
LVD
NE MARINE DR
I-205 B
RID
GE
5
205
NE KILLINGSWORTH ST
L E G E N D8' B(III)R
8' TYPE III (L,R,LR, OR C) BARRICADE
4280"
X
TEMPORARY SIGN ON TEMPORARY SUPPORT
1
9
22
2
2
2
8
76
GO
RE
PAIN
TE
D
FR
OM
0°
34
1000'±
NE LOMBARD ST
N.T.S
SIGNING DETAIL, SEE DETAILS ON SHEETS EA01 AND EA02
sheets.
* Traffic control general notes applicable to all traffic control
Traffic Control General Notes*:
striping shall be all approved in the field by engineer.
Location of all temporary traffic control devices, signs, and
may be required to accommodate existing field conditions.
2. Adjustments to temporary traffic control devices and signs
30B
30B
LOMBARD ST
ALT RTE
I-205
USE
EX 305A
US30 BY
VIA EAST
PORTABLE CHANGEABLE MESSAGE SIGN "B"
(Locate As Directed By Engineer)
(Suggested Message)
AHEAD
TRAFFIC
SLOW
SLOW
TO
PREPARE
PORTABLE CHANGEABLE MESSAGE SIGN "A"
(Locate As Directed By Engineer)
(Suggested Message)
1000'±
PCMS "A"
8' B(III)R
and TM503.
TM851, TM860, TM861, TM862, TM870, TM880, TM500,
TM832, TM8333, TM840, TM841, TM842, TM843, TM844,
TM800, TM810, TM820, TM821, TM822, TM830, TM831,
1. PLans to be accomplished by ODOT Standard Drawings
(See sheet No. EA03 for PCMS details)
(See sheet No. EA03 for PCMS details)
RIVER
BCOLUM
IA
RIVER
PACIFIC
HW
Y.
NO. 1
PACIFIC
HW
Y.
HW
Y.
NO. 1
N.E. PORTLAND
HW
Y.
EAST
NO. 1E
NO. 120
SWIFT
HWY.
NO. 120
PACIFIC
EAST
NO. 1E
WEST
NO. 1W
HWY.
BLVD.
ST.
ST.
ST.
WATTS
WINCHELL
AVE.
BALDWIN
AVE.
AVE.
MO
NTAN
A
ST.
ST.
JESSUP
SIMPSON
ST.
ST.
MO
NTAN
A
AVE.
AVE.
AVE.
AVE.
AVE.
FARRAGUT
TERRY
STAFFORD
HOLLAND
BUFFALO
MORGAN
ST.
ST.
ST.
ST.
ST.
ST.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
MIS
SIS
SIP
PI
MALL
OR
Y
AVE.
MIS
SIS
SIP
PI
MIS
SO
URI
ALBIN
AALBIN
ABO
RTH
WIC
K
BO
RTH
WIC
KKERBY
KERBY
KERBY
CO
NG
RESS
AVE.
AVE.
AVE.
AVE.
BRYANT
BRYANT
DEKUMDEKUM
SARATOGA
PORTLAND
PORTLAND
LIBERTY
LIBERTY
JUNIOR
DEKUM
SARATOGA
MORGAN
BUFFALO
HOLLAND
CO
MM
ERCIA
L
ST.
ST.
ST.
ST.
BLVD.BLVD.
PORTLAND
PORTLAND
RO
DNEY
RO
DNEY
RO
DNEY
CLE
VELA
ND
AVE.
WILLI
AMS
MO
ORE
VAN
CO
UVER
HAIG
HT
HIGHLANDHIGHLAND
HOLMAN
HOLMAN HOLMAN
ST.
ST.
ST.
WILLI
AMS
VAN
CO
UVER
HAIG
HT
AVE.
AVE.
AVE.
MO
ORE
AVE.
EMERSON
SUMNER SUMNER
WEBSTER
ALBERTA
HUMBOLDT
BLANDENA
MO
NTAN
A
MIN
NESOTA
MIC
HIG
AN
EMERSON ST.
ST.
ST.
11TH
10TH
12TH
13TH
14TH
15TH
16TH
17TH
18TH
19TH
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
JARRETT
JARRETT
ST.
KILLINGSWORTH
KILLINGSWORTH
CHURCH
JESSUPJESSUPST.
ST.JARRETT
EMERSON
EMERSON
ST.
ST.
ST.
ROSELAWN
SUMNER
SUMNERWEBSTER
ALBERTAALBERTA
HUMBOLDT
WYGANTWYGANT
WYGANT ST.
ST.
ST.
ST.
KILLINGSWORTH CT.
CO
NG
RESS
PL.
CO
MM
ERCIA
LAVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
CLE
VELA
ND
MALL
OR
Y
GARFIE
LD
AVE.
AVE.
ST.
AVE.
MIC
HIG
AN
AVE.
AVE.
AVE.
ALBIN
A
M.L.K.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
MALL
OR
Y
GARFIE
LD
GR
AN
D
6TH
7TH
7TH
8TH
8TH
ST.
ST.
SIMPSON
AINSWORTHAINSWORTHST.
AVE.
9TH
12TH
14TH
13TH
17TH
18TH
17TH
AVE.
ARGYLE
PL.
BALDWIN
RUSSET
LOMBARD PL.
10TH
ST.
ST.
ST.
ST.
ST.
ST.
HI.
MORT
ONLENORE
DEAN
WIN
ONA
ONEONT
A
CLAREM
ONT
MAD
RONA
BELLEVUE
DURH
AM
AVE.
AVE.
ST.
LOMBARD
AVE.
McCLELLAN
HALLECK
TOMAHAWK
DR.
DR.
DR.
JANTZE
N
JANTZ
EN
HAYDEN
HAYDEN
ISLAND
BAY
DR.
BEACH
AVE.
HAYDEN
ISLAN
D
DR.
JANTZEN
ST.
DR.
BROUGHTO
N
CT.
WEST SHORE DR.MID. SHORE ST.
AVE.
AVE.
RD.
EXPO
CT.
MARINE
DR.
SUTTLE
RD.
GERTZ
CIR.
GERTZ
GERTZ
RD.
CT.
3RD
DR.
WALKER
ST.
6TH
MIDDLEFIELDRD.
GERTZ
RD.
RD.
RD.
FALOMA
SHORE
DR.
MEADOW
SOUTH DR.
AVE.
AVE.
2ND
BRIDGETON
RD.
DR.
MARINE
VANCOUVER
WAY
MARTIN
UNION
CT.
AVE.
4TH
MARINE
VAN
CO
UVER
AVE.
ALBIN
A
BO
RTH
WIC
K
KERBY
HUNT ST.
AVE.
AVE.
AVE.
WHITA
KER
RD.
RD.
SCHMEER
INTER. PL.
AINSWORTHST.
ST.
ST.
ST.
ST.
BLVD.
AVE.
6TH
CHURCH ST.
HOLMAN ST.
AVE.
AVE.
RO
DNEY
CT.
ARGYLE
ST.
HAYDEN
DR.
KERBYAVE.
ST.
ST.
7TH
AVE.
AVE.
AVE.
11TH
FORCE
VICTORY
BL.
UNION
PACIFIC
UNIO
N
PENINSULA
TERMINAL
CO.
Columbia
Slough
Force
Lake
HARBOR
Peninsula
OREGON
SLOUGH
PORTLANDPop. 508,500
HUMBOLDT
JEFFERSON
POPE JOHN
SCHOOL
FARRAGUT
PARK
HOLYREDEEMER
ST. ROSESCHOOL
PENINSULA
PARK
CASCADECENTER
ALBERTA
PARK
KING
ST. ANDREWS
WOODLAWN
PARK
WEST
DELTA
DELTA
PARK
EAST
DELTAPARK
PORTLAND
SPEEDWAY
PORTLANDGOLF CLUB
WHITAKER-COLUMBIA
COLUMBIA
CEM.
O.S.H.D.MAINT.STA.
AREA
WOODLAWN
INTERNATIONAL
MULTNOMAH
COUNTY
FAIRGROUNDSAND
EXPO CENTER
PARK
PORTLAND
MEADOWS
ISLANDTOMAHAWK
99E
99E
SO
UTH S
HORE A
VE.
HAIG
HT A
VE.
GANTE
NBEIN
AVE.
WILLI
AMS AVE.
1ST PL.
VANC
OU
VER
AVE.
MO
ORE
AVE.
1ST AVE.
3RD AVE.
MEA
DO
W
DEN
VER
BRYANT ST.
CRAMER ST.
M.L.K.
ASHLEY ST.
ST.
11TH A
VE.
AZA
LEA
GARDEN
CYPRUS
RIVER
BROUGHTON
AVE.
FIR
SCOULE
R A
VE.
ELM A
VE.
DO
GW'D A
VE.
CYP
RUS A
VE.
ALD
ER A
VE.
BIR
CH A
VE.
DAPHNE A
VE.
CA
MELLIA A
VE.
FLOWERDR.
AVE.
BEG
ONIAAVE.
DR.
DR.
ARBOR
DR.AVE.
AVE.
IMAG
E
FARR
RD.
AVE.
AVE.
3RD
ARGYLE ST.
AVE.
WINCHELL
ST.
ARGYLE ST.
GOLF
CT.
FAZIO
WAY
LEVE
E
JEFFREY
LN.
BLVD. CT.
AVE.
LUTHER
KIN
G JR.
BLV
D.
BLV
D.
BLV
D.
JANTZEN
SAFETYBEACH
REST
COLUMBIAAPPLEGATE
ELEM.
SCHOOL
SCHOOL
ELEM.
AREA
Faloma 1ST CAMPUS
MIDDLESCHOOL
North
Portland
COLUMBIA - EDGEWATER
KentonYard
FOOTBRIDGE
Peidmont
SCHOOL
ELEM.SCHOOL
Levee
Levee
Levee
Levee
SCHOOL
HIGH SCHOOL
HWY.
NO. 123ST.
22N
D
23R
D
24TH
25TH
26TH
27TH
28TH
29TH
30TH
31S
T
32N
D
33R
D
32N
D
PL.
PL.AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
JESSUP
EMERSON
ALBERTA
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
34TH
35TH
36TH
PL.
PORTLAND BLVD.
ST.
ST.
ST.
ST.
ST.
SARATOGA
LOMBARDCT.
CT.LIBERTY
BRYANT
ST.
21S
T
33R
D
HOLLAND CT.
AVE.
RIVERSIDE
WAY
ST.
ST.
CT.COLUMBIA
DR.
DR.EL
ROD
33RD
DR.
ELROD
AVE.
DR.
32N
D
PL.
ST.
27TH
AVE.
ST.
WEBSTER
CT.
PL.
RD.
21S
T
ST.
SU
NDERLA
ND
HOLLAND
24TH
R.R.
Slough
Drainage
Canal
N.E. CHRISTIAN
CONCORDIACOLLEGE
FAUBION
RIVERSIDE
CLUB
CLUB
GOLF
BROADMOOR
BRYANT ST.
36TH AVE.
LIBERTY ST.
AVE.
RD.
MCCONNELL LN.
47TH
AVE.
SIMPSON ST.
30BY.
BLVD.
SCHOOL
ELEM.
Champ
VERNONELEM.
SCHOOL
Levee
Levee
SCHOOL
45TH
46TH
47TH
48TH
49TH
53R
D
55TH
57TH
59TH
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.A
VE.
AVE.
AVE.
AVE.
AVE.AVE.
AVE.
AVE.
AVE.
AVE.
60TH
73R
D AVE.
ST.
ST.
ST.
ST.
ST.
WYGANTWYGANT
ALBERTA
ALBERTA ALBERTA
ALBERTA ALBERTA
HUMBOLDT
ROSELAWNROSELAWN
ROSELAWNROSELAWN
SUMNER
SUMNER SUMNER
SUMNER
SUMNER
WEBSTERWEBSTER
EMERSON
EMERSON EMERSONEMERSON
SIMPSON
SIMPSON
ST.
ST.
ST.HOLMAN
HOLMAN
LOMBARD
ST.
ST.
ST.
ST.
ST.
ST.
AINSWORTH
AINSWORTH
AINSWORTHAINSWORTH
CT.CT.
ST.
JARRETT
JESSUP
KILLINGSWORTH
KILLINGSWORTH
ST.
ST.
ST.
ST.
ST.
ST.
ST.
WEBSTER
SUMNER
EMERSON
ST.
PL. A
VE.
AVE.
COLUMBIA
ST.
ST.
BLV
D.
PL. 63R
D59TH
PL.
66TH
ALD
ER
WO
OD
58TH
CT.
CT.
CT.
ST.
ROSELAWN
39TH
ST.
PL.
AVE.
LIBERTYTERR.
BUFFALOST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
ST.
BUFFALO
CRYSTAL
LN.
42N
DAVE.
AVE.
AVE.
AVE.
AVE.
44TH
46TH
47TH
COLUMBIA
BLVD.
47TH
RD.
PREDDY
ST.
FOSS
RIC
KENBACKER
MAHURIN S
T.
ST.
ST.
SKYPORT
WAY
McCAMPBELLST.
JOHNSON
ST.
BRYANT
HANSO
N
MEYE
RST.
CARL
BOYINGTON
JOHNSON ST.
HANIS
SHILLI
NG
GENTILE
RO
BBIN
SST.
ST.
COLUMBIA
RD.
79TH
CT.
92N
D
DR.
78TH
CT.
DR.
MARX
80TH
AVE.
AVE.
ST.
AVE.
HOLMAN ST.
82N
D
AVE.
87TH
BLVD.
CLARK
MARINE
DR.
AIRPORT
X--X
ST.
ST.
ST.SIMPSON
AVE.
ST.
38TH
39TH
41S
T
PORTLAND
AVE.
AVE.
AVE.
HOLMAN ST.
BLVD.
ST.
ST.
AVE.
50TH
AVE.
52N
D
AVE.
65TH AVE.
ELROD
RD.
AVE.
AVE.
AVE.
CT.
WEBSTER
42N
D
37TH
AVE.
Johnson
PARK
WHITAKERMIDDLESCHOOL
ST. CHARLESSCHOOL
TRINITYLUTHERAN
SCH.
SACAJAWEA
PARK
SUMNERSCHOOL
FIRESTA.
COLWOOD
NATIONAL
GOLF
COURSE
PORTLAND
FIRESTA.
PACIFIC
UNION
FREE
WAY
NORTHEAST
PORTLAND
HWY.
NO. 123NORTHEAST
NO. 59
30BY.
AVE.
GABRESKI
CORNFOOT
TRANSPORT
AIR
TR
ANS
AM
BASSAD
OR
BONG
INTE
RNATIO
NAL
COLW
OO
D
WAY
BRYANT ST.
SKYPO
RT
WAY
WAY
WAY
PKWY.
NO. 68
73R
D
ST.
AVE.
50TH AVE.
LIBERTY
45TH
AVE.
43R
D
AVE.
ST.
ST.
McGUIRE AVE.
Columbia
Slough
GLASS PLANT
40TH AVE.
41S
T AVE.
WEBSTER ST.
AVE.
HIGHLAND ST.
AVE.
47TH
50TH PL.
McD
ONALD S
T.57TH AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AVE.
AIR
OREGON
NATIONAL
GUARD
COURSE
BROADMOOR
GOLF
MEEKELEM.
SCHOOL
BroughtonBeach
Fir
Lemon
Lower
Point
INTERNATIONAL AIRPORT
PKWY.
ALD
ER
WO
OD
RD.
CHURCH
AINSWORTH ST.
PL.AMBASSA
DOR
COLFAXST.
ALD
ER
WO
OD
RD.
45TH PL.
43R
D
AVE.
MA
CD
ON
AL
D
COURIER CT.
AVE.
BLVD.
AVE.
RD.
AVE. MARX
ST.
ST.
ST.
ST.
AVE.
SIMPSON
SIMPSON
HOLMAN
LIBERTY ST.
AIRPORT
SUMNER
INVERNESS
SANDYKILLINGSWORTH
ST.
RD.
WAY
MARINE
DR.
105TH
112TH
Columbia
Lake
NO. 64
105TH
AVE.
AVE.
GLEN
WIDING
109TH
112TH
AVE.
BENNETT ST.
SARATOGA
ST.
ST.
AVE.
115TH AVE.
100TH AVE.
MARX PL.
Island
Island
Tri-Club
BRID
GE
JAC
KSO
N
DEERRING DR.
DEERING
DR.
205
PACIFIC
PACIFICNO. 120
PACIFIC
NO. 1W
HWY.
TOMAHAWK
DR.
DR.
JANTZE
N
JANTZ
EN
HAYDEN
HAYDEN
ISLAND
BAY
DR.
BEACH
AVE.
JANTZEN
ST.
AVE.
RD.
EXPO
CT.
DR.
BRIDGETON
MARINE
VANCOUVER
MARTIN
UNION
CT.
WHITA
KER
HAYDEN
DR.
KERBYAVE.
FORCE
VICTORY
BL.
CO.
Slough
LakeOREGON
PORTLANDPop. 508,500
WEST
DELTA
PARK
EAST
DELTAPARK
AREA
MULTNOMAH
COUNTY
FAIRGROUNDSAND
EXPO CENTER
99
HAIG
HT A
VE.
GANTE
NBEIN
AVE.
WILLI
AMS AVE.
VANC
OU
VER
AVE.
MO
ORE
AVE.
1ST AVE.
MEA
DO
W
DEN
VER
LUTHER
JANTZEN
SAFETYBEACH
REST
Faloma
Levee
Levee
N.E. PORTLAND
NO. 1E
NO. 1E
ST.
AVE.
AVE.
MALL
OR
Y
AVE.
ST.
McCLELLAN
HALLECK
VAN
CO
UVER
ST.
ST.
UNION
ColumbiaARGYLE ST.
AVE.
WINCHELL
ST.
BLV
D.
BLV
D.
COLUMBIA
KentonYard
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_07.dgn :: Default 6/22/2018 10:50:19 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETOUR PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EB03
DETOUR
N.T.S.
I-5 B
RID
GE
HAYDEN ISLAND
5
NE COLUMBIA BLVD
NE MARINE DR
I-205 B
RID
GE
205
WORK ZONE
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
L E G E N D
8' TYPE III (L,R,LR, OR C) BARRICADE
CLOSED
ON RAMP
I-5 NB
TO I-205
DETOUR
FOLLOW
PORTABLE CHANGEABLE MESSAGE SIGN "C"
(Locate As Directed By Engineer)
(Suggested Message)
8' B(III)R
N MARINE DR
5
details)
(see sheet No. ED10 for
NB Entrance Ramp closed
MARINE DR INTERCHANGE NB ENTRANCE RAMP CLOSURE
NE M
LK JR B
LVD (O
R99E)
NE M
LK JR B
LVD (O
R99E)
X
TEMPORARY SIGN ON TEMPORARY SUPPORT
5
2
4
5
15
2
7 35
2
2
2
2
67
0°
6
7
38
7
38
9
2
38
N.T.S
1
Construction Notes:
NE LOMBARD ST
5
5
8' B(III)R
PCMS "C"
1
1 11
NE LOMBARD ST
6
SIGNING DETAIL, SEE DETAILS ON SHEETS EA01 AND EA02
Same sign shown on sheet EB02.
876 12
2
21
11
8
15
21
N C
HA
TH
AM A
VE
EB DETOUR ROUTE
WB DETOUR ROUTE
PCMS)
block sidewalk with
PCMS "C" (do not
(See sheet No. EA03 for PCMS details)
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_08.dgn :: Default 6/22/2018 10:50:20 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETOUR PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EB04
DETOUR
N.T.S.
I-5 B
RID
GE
NE M
LK JR B
LVD
N MARINE DR
5
99E
120
N MARINE DR
N W
HIT
AK
ER R
D
WORK ZONE
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
DETOUR ROUTE
L E G E N D
8' TYPE III (L,R,LR, OR C) BARRICADE
N VICTORY BLVD
8' B(III)R
CLOSED
ON-RAMP
I-5 NB
EXIT 306
SOUTH TO
USE I-5
PORTABLE CHANGEABLE MESSAGE SIGN "D"
(Locate As Directed By Engineer)
(Suggested Message)
JANTZEN BEACH NB ENTRANCE RAMP CLOSURE
details)
(see sheet No. ED08 for
NB Entrance Ramp closed
X
TEMPORARY SIGN ON TEMPORARY SUPPORT
5
3
13
12
13
15
14
11
15
8
painte
d g
ore
RD
EXP
O
N
11
0°
37
1
Construction Notes:
N.T.S
15
5
DR
ISLAND
HAYDEN
N
5
15
AVE
N C
EN
TER
14
15
1
SIGNING DETAIL, SEE DETAILS ON SHEETS EA01 AND EA02Same sign shown on sheet EB03.
13
5
5
41
1
1
1
1
PCMS)
sidewalk with
not block
PCMS "D" (do
(See sheet No. EA03 for PCMS details)
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_09.dgn :: Default 6/22/2018 10:50:21 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETOUR PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EB05
DETOUR
N.T.S.
I-5 SB ADVANCE OPTIONAL DETOUR
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
DETOUR ROUTE
L E G E N D
8' TYPE III (L,R,LR, OR C) BARRICADE
I-205
SR-500
PCMS "G"
8' B(III)R
2640'
E 39TH ST
5
ST JO
HN B
LVD
FOURTH P
LAIN
BLVD
X
TEMPORARY SIGN ON TEMPORARY SUPPORT
painte
d g
ore
500' fro
m
16
9
17
2 2 2
2
2
2
2
10
8
FA
LK R
D
NE 4
2N
D A
VE
NE 5
4T
H A
VE
NE A
ND
ERS
ON R
D
NE S
TA
PLET
ON R
D
0°
CONST.
BRIDGE
I-5
36B
USE EXIT
ALT RTE
PORTABLE CHANGEABLE MESSAGE SIGN "E"
(I-5 SB MP 41.2)
(Suggested Message)
8' B(III)R
PCMS "E"
N.T.S
SIGNING DETAIL, SEE DETAILS ON SHEETS EA01 AND EA02
AHEAD
CLOSED
LEFT LN
SLOW
TO
PREPARE
PORTABLE CHANGEABLE MESSAGE SIGN "F"
(Locate As Directed By Engineer)
(Suggested Message)
ALT RTE
I-205
USE
EXIT 2
SR500
VIA EAST
PORTABLE CHANGEABLE MESSAGE SIGN "G"
(Locate As Directed By Engineer)
(Suggested Message)
1500'
8' B(III)R
PCMS "F"
(See sheet No. EA03 for PCMS details)
(See sheet No. EA03 for PCMS details)(See sheet No. EA03 for PCMS details)
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
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NOI
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NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_10.dgn :: Default 6/22/2018 10:50:21 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETOUR PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EB06
DETOUR
WORK ZONE
N.T.S.
E MILL PLAIN BLVD
E EVERGREEN BLVD
W EVERGREEN BLVD
CO
LU
MBIA S
T
C S
TFO
RT V
ANCO
UVER W
AY
I-5
WA
SHIN
GT
ON S
T
SR-14 SB ON-RAMP DETOUR ROUTE
WASHINGTON ST SB ON-RAMP DETOURW 5TH ST
I-5 B
RID
GE
L E G E N D
E 15TH ST
SR-14 WB/WASHINGTON ST SB ENTRANCE RAMP CLOSURE
0°
W 4TH PLAIN BLVD
E 4T
H PL
AIN B
LVD
ERWIN O. REIGER MEMORIAL HWY
MAIN S
T
BR
OA
DW
AY S
T
W 8TH ST
W 13TH ST
3039
32
30
LEWIS AND CLARK HWY (SR14)
25
18
19 19
23
24 25
8
21
21
22
21
22
18 18
22
X
TEMPORARY SIGN ON TEMPORARY SUPPORT
N.T.S
43
SIGNING DETAIL, SEE DETAILS ON SHEETS EA01 AND EA02
8
31
500'± from painted gore
23
24
W 4TH ST
19
W 6TH ST
19
18
24
18
18
sheet No. ED05 for details)
WB entrance ramp closed (see
details)
(see sheet No. ED05 for
SB entrance ramp closed
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_11.dgn :: Default 6/22/2018 10:50:28 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETOUR PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EB07
DETOUR
WORK ZONE
DETOUR ROUTE
N.T.S.
E MILL PLAIN BLVD
E EVERGREEN BLVD
W EVERGREEN BLVD
W 8TH ST
CO
LU
MBIA S
T
C S
T
FORT V
ANCO
UVER W
AY
LEWIS AND CLARK HWY (SR14)
I-5
W 5TH ST
W 6TH ST
L E G E N D
I-5 B
RID
GE
I-5 NB TO SR-14 EXIT-RAMP CLOSURE
sheet No. ED05 for details)
NB exit ramp closed (see
0°
TEMPORARY SIGN ON TEMPORARY SUPPORT
1
Construction Notes:
N.T.S
1
See sign shown on sheet EB06.
XSHEETS EA01 AND EA02
SIGNING DETAIL, SEE DETAILS ON
1
130
43
32
39
31
8
301
1
1
1
E 4T
H PL
AIN
BLVD
W 4TH PLAIN BLVD
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_12.dgn :: Default 6/22/2018 10:50:29 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETOUR PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
EC01
TEMPORARY PEDESTRIAN ACCESS ROUTE
OREGON SIDE
50 0 100100
DETOURM4-9a
30x24
CLOSED
SIDEWALK
R9-9
24x12
(Mount on B(III)C)
UNDER CONSTRUCTION
N C
EN
TER A
VE
N HAYDEN ISLAND DR
I-5 N
B
I-5 S
B
I-5 S
B B
RID
GE
I-5 N
BB
RID
GE
L E G E N D
PEDESTRIAN DETOUR ROUTE
CLOSED
SIDEWALK
R9-9
24x12
(Mount on B(III)C)
DETOUR
M4-9a
30x24
(Mount on B(II)L)
DETOUR
30x24
(Mount on B(II)L)
TEMPORARY SIGN ON BARRICADE
1"=100'0°
FLAGGER - 24 HOUR
M4-9a (Mod.)
traffic.
bicycle and pedestrian
Flagger to facilitate
panelStyle:[FRAMED] Handicap.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
CW11-4
B(II)R)
(Mount on
BEACHJANTZEN
3"C
Type "04"
21"x9"
3"C
Type "04"
21"x9"
3"CType "04"
21"x9"
24"x24"
W6-3
24"x12"
(Mount on B(II)R)
(Mount on B(II)R)
8' height.
across shared use path at a minimum of
Provide temporary chain link fencing
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_13.dgn :: Default 6/22/2018 10:50:30 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL DETOUR PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 45
"NB"
50
"SB" 45
"SB" 5
0
"RA
MP C
C" 45
EC02
TEMPORARY PEDESTRIAN ACCESS ROUTE
50 0 100100
DETOUR
panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
M4-9a
(Mount on B(II)R)
CLOSED
SIDEWALK
R9-9
24x12
(Mount on B(III)C)
DETOUR
30x24
(Mount on B(II)R)
UNDER CONSTRUCTION
I-5 N
B
I-5 S
B
WASHINGTON SIDE
SE C
OL
UM
BIA W
AY
COLUMBIA WAY
DETOUR
panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
M4-9a
30x24
(Mount on B(II)R)
M4-9a (Mod.)
I-5 S
B B
RID
GE
DETOUR
panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
M4-9a
30x24
(Mount on B(II)R)
L E G E N D
PEDESTRIAN DETOUR ROUTE
I-5 N
B B
RID
GE
TEMPORARY SIGN ON BARRICADE
I-5
NB EXIT
RAMPTO SR-14 EB (CLOSED)
1"=100'0°
FLAGGER - 24 HOUR
traffic
bicycle and pedestrian
Flagger to facilitate
I-5 N
B B
RID
GE
Engineer)
approved in the field by
and location of sign to be
Method of attachment
truss of bridge with SSC.
(Mount to the vertical
panelStyle:[FRAMED] Handicap.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
Type "04"
21"x9"
Type "04"
21"x9"
Type "04"
21"x9"
Type "04"
21"x9"
panelStyle:[FRAMED] Handicap.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
Type "04"
15"x24"
3"C
3"C
3"C
3"C
3"B3"B3"B3"B
24"x24"
W6-3
(Mount on B(II)R)
panelStyle:[FRAMED] Handicap.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000
CW11-4
24"x12"
(Mount on B(II)L)
CW11-4
24"x12"
(Mount on B(II)R)
CW11-4
24"x12"
30"x24"
(Mount on B(II)R)
at a minimum of 8' height.
fencing across shared use path
Provide temporary chain link
DRIV
E
DRIV
E
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_14.dgn :: Default 6/22/2018 10:50:35 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED01
AFTERNOON CONFIGURATION
TRAFFIC CONTROL IN WASHINGTON
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
L E G E N D
8' TYPE III (L,R,LR, OR C) BARRICADE
50 0 100100
1000'± Merging taper340'± Shoulder taper7920'±
8' B(III)R
PCMS "F"
1"=100'90°
1
Construction Notes:
1
I-5 NB ENTRANCE RAMP FROM 4TH PLAIN INTERCHANGE
I-5 NB
I-5 SB
E 4
TH P
LAIN B
LV
D
I-5
SB EN
TRANCERAMPFROM 4TH PLAIN INTERCHANGE
8' B(III)L Sequential arrow
I-5 SB EXIT RAMP TO 4TH PLAIN INTERCHARGE
OR SEQUENTIAL ARROW
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
General Notes:
and afternoon configuration.
temporary traffic control signs, not used between morning
2. Remove temporary traffic control devices, including
AHEAD
CLOSED
LEFT LN
SLOW
TO
PREPARE
PORTABLE CHANGEABLE MESSAGE SIGN "F"
(Locate As Directed By Engineer)
(Suggested Message)
See Oregon Standard Drawings TM862 and TM800.
on Oregon Standard Drawing TM800 at freeway speed.
signs per "Traffic Control Devices (TCD) Spacing Table"
(W4-2L) signs in advance of merging taper. Space
LANES CLOSED 1/2 MILE (W20-5a), and LANE ENDS
Install ROAD WORK AHEAD (W20-1), RIGHT TWO
2 Same PCMS shown on sheet EB05.
2 48"x48"
W20-1
E 2
9T
H S
T
AHEAD
WORK
ROAD
afternoon configuration.
temporary traffic control signs, between morning and
1. Reuse temporary traffic control devices, including
(See sheet No. EA03 for PCMS details)SUPPORT
TEMPORARY SIGN ON TEMPORARY
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_15.dgn :: Default 6/22/2018 10:50:35 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED02
AFTERNOON CONFIGURATION
TRAFFIC CONTROL IN WASHINGTON
I-5 NB
I-5 SB
E M
cL
OU
GH
LIN B
LV
D
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
L E G E N D
8' TYPE III (L,R,LR, OR C) BARRICADE
INTERCHANGE
INTERCHANGE
1000'± Merging taper
50 0 100100
RAMP TO MILL PLAIN
I-5 SB EXIT
1"=100'98.5077°
8' B(III)L Sequential arrowI-5 NB ENTRANCE RAMP FROM MILL PLAIN
1000'±
LIMIT
SPEED
XX
48"x48"
W4-2L
TEMPORARY SIGN SUPPORT (TSS)
1000' Tangent
1000'±
30'±
W3-5
LIMIT
SPEED
XX48"x48"
8' B(III)L
8' B(III)R
LIMIT
SPEED
XX
8' B(III)L
8' B(III)L8' B(III)R
taperMerging
1000'
8' B(III)L
W3-5
LIMIT
SPEED
XX48"x48"
30'±
8' B(III)R
30'±
Tangent 100
0'
1000'±
30'±
W3-5
LIMIT
SPEED
XX
48"x48"
W3-5
LIMIT
SPEED
XX
48"x48"
8' B(III)R
SEQUENTIAL ARROW
8' B(III)L
General Notes:
and afternoon configuration.
temporary traffic control signs not used between morning
2. Remove temporary traffic control devices, including
48"x48"
W4-2L
afternoon configuration.
temporary traffic control signs between morning and
1. Reuse temporary traffic control devices including
48"x60"
OR2-1
48"x60"
OR2-1
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_16.dgn :: Default 6/22/2018 10:50:36 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 1
9
"NB" 2
0
"SB" 1
9
"SB" 2
0
ED03
AFTERNOON CONFIGURATION
TRAFFIC CONTROL IN WASHINGTON
I-5 NB
I-5 SB
50 0 100100
E E
VER
GR
EE
N B
LV
D
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
L E G E N D
DIRECTION OF TRAFFIC
1000'± Merging taper
I-5 NB EXIT RAMP TO MILL PLAIN INTERCHANGE
E M
ILL P
LAIN B
LV
D
1"=100'112.7375°
8' B(III)L
8' TYPE III (L,R,LR, OR C) BARRICADE
1000'± 700'±
LIMIT
SPEED
XX
TEMPORARY SIGN SUPPORT (TSS)
times
Gap to remain open at all
Maintain access to median.
48"x60"
MILL PL
AIN INTERCHANGE
I-5 SB E
NTRANCE RAMP FROM
8' B(III)L
8' B(III)R
LIMIT
SPEED
XX
48"x60"
30'±
General Notes:
and afternoon configuration.
temporary traffic control signs not used between morning
2. Remove temporary traffic control devices, including
30'±
48"x48"
W20-1
configuration.
traffic control signs between morning and afternoon
1. Reuse temporary traffic control devices including temporary
AHEAD
WORK
ROAD
SUPPORT
TEMPORARY SIGN ON TEMPORARY
OR2-1
OR2-1
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_17.dgn :: Default 6/22/2018 10:50:37 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 2
5
"NB" 3
0
"NB" 3
5
"SB" 2
5
"SB" 3
0
"SB" 3
5
"WA
X" 4
33
"WA
X" 4
35
ED04
AFTERNOON CONFIGURATION
TRAFFIC CONTROL IN WASHINGTON
50 0 100100
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
General Notes:
DIRECTION OF TRAFFIC
8' TYPE III (L,R,LR, OR C) BARRICADE
C ST
8'B(III)L
I-5 NB
I-5 SB
Section A-A
A
A
Scale: 1"=20'
I-5 NB ENTRANCE RAMP FROM SR-14 WB
I-5 SB EXIT RAMP TO SR-14 EB
removal.
alignment details and existing median concrete barrier
2. See alignment and general construction sheets for
L E G E N D
Moveable b
arrier
traffic
NB
traffic
NB
should
er
NB
�"WAX"
6' min. 12' min. 12' min.
concrete b
arrier
Proposed te
mporary
1. Remove all conflicting striping.
be re
moved
Existing b
arrier to
Note 2)
median barrier (See General
Remove existing conflicting
112.6871° 1"=100'
LIMIT
SPEED
XX8' B(III)R
1.5'
RADAR SPEED TRAILER
500'±700'±
speed limit signs
Cover existing 50 MPH
30"x36"
Radar speed trailer
EXISTING SIGN AND SIGN SUPPORT5.5' 6.5'
sheet no. EA04)
barrier (See details on
Install moveable
project completion.
Remove temporary striping upon
A-A and remove conflicting striping.
Install temporary striping per section
and afternoon configuration.
temporary traffic control signs not used between morning
4. Remove temporary traffic control devices, including
barrier piece.
Install two reflective barrier panels per
Install temporary concrete barrier.
W
WB
W
WB
shoulder
SB
traffic
SB
Existing fog lin
e
Existing 4
" broken w
hite lin
e
Existing c
urb
traffic
Closed to
13'
Existing 4
" broken w
hite lin
e
drum
Temporary plastic
�"SB"
6' 12' min.6' 9" 5' 7"
configuration.
traffic control signs between morning and afternoon
3. Reuse temporary traffic control devices including temporary
See Oregon Standard Drawing TM800 for details.
Inst. 4" temporary white line (paint).
See Oregon Standard Drawing TM800 for details.
Inst. 4" temporary white broken line (paint).
Sta. "WAX" 432+00
Match existing striping
OR2-1
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_18.dgn :: Default 6/22/2018 10:50:38 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 4
0
"NB" 4
5
"NB" 5
0
"SB" 4
0
"SB" 4
5
"SB" 5
0
"RA
MP C
C" 4
1
"RA
MP C
C" 4
5
"WA
X" 4
39
ED05
AFTERNOON CONFIGURATION
TRAFFIC CONTROL IN WASHINGTON
I-5 NB
I-5 SB
50 0 100100
MATCHLINE
SEE SHEET ED06
CLOSED
RAMP
EXCEPT BUS
(Mount On B(III)C)
WASHINGTON S
T
C
C
B
B
to remain open at all times.
Maintain access to median. Gap
2-8'B(III)C
B(III)C)
(Mount On
OR3-7a
13'15.5'
FROM CITY CENTER
I-5 SB ENTRANCE RAMP
2-8'B(III)C
I-5 NB EXIT RAMP TO SR-14 EB (CLOSED)
13'
I-5 NB EXIT RAMP TO
CITY CENTER
I-5 SB EXIT R
AMP TO SR-1
4 EB
CIT
Y C
EN
TER T
O S
R-14 E
B
Section B-B Section C-C
TO CITY CENTERSR-14 WB EXIT RAMP
12' min.
traffic
SB
Existing fog lin
e
Moveable b
arrier
traffic
NB
traffic
NB
should
er
NB
6'
Existing c
urb
13'
shoulder
SB
Existing c
oncrete b
arrier
traffic
SB
Moveable b
arrier
traffic
NBtraffic
NB
Existing brid
ge rail
Existing brid
ge rail
12' min. 12' min. Existing 4
" broken w
hite lin
e
13.3' min.
Scale: 1"=20'Scale: 1"=20'
upon project completion.
Remove temporary striping
conflicting striping.
per section B-B and remove
Install temporary striping
striping on bridge.
Remove existing edgeline
BN
SF R
AIL
RO
AD
(CL
OSE
D)
SR-14 W
B E
XIT R
AM
P T
O I-5 S
B
barrier (See general note 3)
Remove existing conflicting median
112.6871° 1"=100'
6' 1.5'
5.52'1.5'
5.83' 12.85' min.
(See details on sheet no. EA04)
Install moveable barrier
concrete barrier
Install secured temporary
E5-1a
72"x60"
48"x30"
30"x9"
1
6'
striping
Match existing
per barrier piece.
reflective barrier panels
barrier. Install two
Install temporary concrete
W
�"SB"
�"SB"
WB
W
E 5
TH S
T
OR22-18
3
3 W-2
3ONLY
3 BUS
2
about closure
motorists information
entrance and give
Flagger to facilitate bus
information about closure
and give motorists
Flagger to facilitate closure
Y 3
General Notes:
1
Construction Notes:
traffic signal mast arm and pole.
Cover existing "I-5-SOUTH-ARROW" guide sign on
1. Remove all conflicting striping.
2
advance of the intersection.
South (M3-3) and I-5 (M1-1) bottom rider 100' in
Install Ramp Closed Ahead (W20-3 Mod.) sign with
3striping upon project completion.
Remove all conflicting striping. Remove temporary
DIRECTION OF TRAFFIC
8' TYPE III (L,R,LR, OR C) BARRICADE
UNDER CONSTRUCTION
TEMPORARY SIGN SUPPORT (TSS)
L E G E N D
FLAGGER - 24 HOUR
DOUBLE BARRIER-55 MPH
TEMPORARY IMPACT ATTENUATOR-
EXISTING SIGN
COVER EXISTING SIGN OR PORTION OF
Y
W
W-2
WD
DLL
WB
BUS
ONLY
SUPPORT
TEMPORARY SIGN ON TEMPORARY
SPACING ON SOLID LINE
TEMP. PLASTIC DRUMS ON 40' MAX.
morning and afternoon configuration.
control signs not used between
devices, including temporary traffic
5. Remove temporary traffic control
concrete barrier removal.
details and existing median
construction sheets for alignment
3. See alignment and general
detours.
2. See sheet No. EB06 and EB07 for
3DLL
11'4"
11'4"
3WD
Sta. "S
B" 45+43
Sta. "S
B" 46+93
concrete barrier
secured temporary
Install 150' of
concrete barrier
Install temporary
afternoon configuration.
control signs between morning and
devices including temporary traffic
4. Reuse temporary traffic control for details.
See Oregon Standard Drawing TM800
Inst. 8" temporary white line (paint).
for details.
See Oregon Standard Drawing TM800
Inst. 4" temporary white line (paint).
Drawing TM800 for details.
line (paint). See Oregon Standard
Inst. 4" temporary white dotted lane
TM800 for details.
(paint). See Oregon Standard Drawing
Inst. 4" temporary white dotted line
TM800 for details.
(paint). See Oregon Standard Drawing
Install temporary "only" marking
TM800 for details.
(paint). See Oregon Standard Drawing
Install temporary "bus" marking
TM800 for details.
(paint). See Oregon Standard Drawing
Inst. 4" temporary white broken line
for details.
See Oregon Standard Drawing TM800
Inst. 4" temporary yellow line (paint).
CC" 40+05
Sta. "R
AM
P
stripin
g
existing
Matc
h
Sta. "SB" 49+43
Match existing striping
temporary concrete barrier
Install 150' of secured Sta. "S
B" 37+
31
Sta. "S
B" 38+
79
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_19.dgn :: Default 6/22/2018 10:50:39 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED06
AFTERNOON CONFIGURATION
TRAFFIC CONTROL IN WASHINGTON
50 0 100100
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
MATCHLINESEE SHEET ED05
MATCHLINE
SEE SHEET ED07
CLOSED
RAMP
1500'±
TEMPORARY SIGN SUPPORT (TSS)
2-8' B(III)C
TO
EXIT R
AMP
I-5 N
B
I-5 NBENTRANCERAMPFR
OM
I-5
SB E
XIT
RAMP
TO S
R-14 E
B
SR-14 W
BEXIT R
AM
PT
OCIT
Y C
EN
TER
CITY
CENTER
TO
EXIT R
AM
PSR-14
I-5 N
B
EB(C
LO
SE
D)
8' TYPE III (L,R,LR, OR C) BARRICADE
L E G E N D
LE
WIS A
ND C
LA
RK H
WY (SR-14)
SR-1
4 WB
CIT
Y C
EN
TER T
O S
R-14 E
B
SR-14 W
B E
XIT R
AM
P T
O I-5 S
B (
CL
OSE
D)
112.6871° 1"=100'
48"x30"
General Notes:
1
Construction Notes:
sign.
Cover existing "I-5-SOUTH-PORTLAND-ARROW" guide
1. See sheet No. EB06 and EB07 for detours.
1
COVER EXISTING SIGN OR PORTION OF EXISTING SIGN
and afternoon configuration.
temporary traffic control signs not used between morning
3. Remove temporary traffic control devices, including
OR22-18configuration.
traffic control signs between morning and afternoon
2. Reuse temporary traffic control devices including temporary
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_20.dgn :: Default 6/22/2018 10:50:40 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED07
AFTERNOON CONFIGURATION
TRAFFIC CONTROL IN WASHINGTON
50 0 100100
SEE S
HEET E
D06
MA
TC
HLIN
E
MA
TC
HLIN
E
MA
TC
HLIN
E
SEE A
BO
VE
SEE B
EL
OW
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
1500'±
1000'± Merging taper
340'± Should
er taper
1000'± Merging
taper
SR-14 WB EXIT RAMP TO I-5 NB
CLOSED
RAMP
I-5 SB
EXIT 1C
NORTH TO
USE I-5
PORTABLE CHANGEABLE MESSAGE SIGN "H"
(Locate As Directed By Engineer)
(Suggested Message)
7920'±8' B(III)R
PCMS "H"
L E G E N D
8' TYPE III (L,R,LR, OR C) BARRICADE
LEWIS AND CLARK HWY (SR-14)
LEWIS AND CLARK HWY (SR-14)
1"=100'23.1944°
8' B(III)L
1
Construction Notes:
8' B(III)LSequential arrow
1
General Notes:
2sign.
Cover existing "I-5-SOUTH-PORTLAND-ARROW" guide
1. See sheet No. EB06 and EB07 for detours.
COVER EXISTING SIGN OR PORTION OF EXISTING SIGN
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) OR SEQUENTIAL ARROW
2
2
and afternoon configuration.
temporary traffic control signs not used between morning
3. Remove temporary traffic control devices, including
See Oregon Standard Drawings TM862 and TM800.
Oregon Standard Drawing TM800 at Freeway Speed.
"Traffic Control Devices (TCD) Spacing Table" on
signs in advance of merging taper. Space signs per
CLOSED AHEAD (W20-5L), and LANE ENDS (W4-2L)
Install ROAD WORK AHEAD (W20-1), LEFT LANE
configuration.
traffic control signs between morning and afternoon
2. Reuse temporary traffic control devices including temporary
(See sheet No. EA03 for PCMS details)
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_21.dgn :: Default 6/22/2018 10:50:40 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 8
5
"NB" 9
0
"NB" 9
5
"SB" 8
5
"SB" 9
0
"SB" 9
5
"OR
X" 6
95
"OR
X" 6
92
ED08
I-5 NB
I-5 SB
TRAFFIC CONTROL IN OREGON
AFTERNOON CONFIGURATION
N H
AY
DE
N ISL
AN
D D
R
50 0 100100
INTERCHANGEJANTZEN BEACH
DIRECTION OF TRAFFIC
UNDER CONSTRUCTION
8' TYPE III (L,R,LR, OR C) BARRICADE
28" TUBULAR MARKERS ON 20' MAX. SPACING
General Notes:
taper
Shoulder
50'
8'B(III)R
CLOSED
RAMP
C
C
D
D
CLOSED
RAMP
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
120' Shifting taper
4-8'B(III)C
3-8'B(III)C
TEMPORARY SIGN SUPPORT (TSS)
I-5
SBEN
TRANCERAMP
I-5 N
BEXIT
RA
MP
BEACH
FROM JANZTEN BEACH
TO JANTZEN
I-5 SB EXIT RAMP TO JANZTEN BEACH
L E G E N D
Section D-DScale: 1"=20'
Section C-CScale: 1"=20'
traffic
SB
Moveable b
arrier
traffic
NBtraffic
NB
Existing brid
ge rail
13.3' min.
white lin
e
Existing 4
" broken
upon project completion.
Remove temporary striping
remove conflicting striping.
per section D-D and
Install temporary striping
Note 3)
median barrier (See General
Remove existing conflicting
I-5 NB ENTRANCE RAMP FROM JANTZEN BEACH (CLOSED)
Existing brid
ge rail
1"=100'112.6871°
1.5'5.52'5.83' 12.85' min.
TEMPORARY SIGN ON TEMPORARY SUPPORT
(See detail on sheet no. EA04)
Install moveable barrier
36"x36"
48"x30"
48"x30"
1
Construction Notes:
COVER EXISTING SIGN OR PORTION OF EXISTING SIGN
AHEAD
CLOSED
THRU LANE
12
on bridge
edgeline striping
Remove existing
2
12
N CENTER AVE
2
3
"ARROW" signs.
Cover existing "NORTH", "I-5", and
"NEXT RIGHT" signs.
Cover existing "NORTH", "I-5", and
portion of guide sign.
Cover existing "SEATTLE-ARROW"
3
2
1 2
8'B(III)R
500' taper
21
Remove all conflicting striping.1.
See sheet No. EB04 for detour.2.
median concrete barrier removal.
sheets for alignment details and existing
See alignment and general construction 3.
morning configuration along the median.
Store plastic drums not used from the 4.
configuration.
between morning and afternoon
traffic control signs not used
devices, including temporary
6. Remove temporary traffic control
OR22-18
OR22-18
panels per barrier piece.
two reflective barrier
concrete barrier. Install
Install temporary
AHEAD
WORK
ROAD
48"x48"
W1-4
48"x48"
W20-1
�"SB"
WB
Y
W
attenuator
4-truck mounted
3-8'B(III)L
350'±
NORTH
M1-15
M3-1
24"x12"
24"x24"
48"x48"
W20-3 (mod.)
about closure
and give motorist information
Flagger to facilitate closure
5-8'B(II)L
concrete b
arrier
Proposed te
mporary
8' min.
W
�"ORX"
should
er
WB
Moveable b
arrier
�"SB"
8'2'
13' 3"4' 9"12' min.10' 4"
removed (See note 3)
Existing barrier to be
traffic
NB
traffic
NB
should
er
traffic
SB
Existing fog lin
e
Y
Oregon Standard Drawing TM800 for details.
Inst. 4" temporary white line (paint). See
Oregon Standard Drawing TM800 for details.
Inst. 4" temporary white broken line (paint). See
Oregon Standard Drawing TM800 for details.
Inst. 4" temporary yellow line (paint). See
AHEAD
CLOSED
RAMP
afternoon configuration.
control signs between morning and
devices including temporary traffic
5. Reuse temporary traffic control
Sta. "ORX" 691+82
Match existing striping
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_22.dgn :: Default 6/22/2018 10:50:42 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 1
00
"NB" 1
05
"NB" 1
08
"SB" 1
00
"SB" 1
05
"SB" 1
08
"OR
X" 6
99
ED09
TRAFFIC CONTROL IN OREGON
AFTERNOON CONFIGURATION
50 0 100100
350'±
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
General Notes:
300'± Shifting taper
N JA
NTZEN D
R
I-5 NB
I-5 SB
500'±
L E G E N D
500' taper
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING ON SOLID LINE
112.6871° 1"=100'
8' TYPE III (L,R,LR, OR C) BARRICADE
TEMPORARY SIGN SUPPORT (TSS)
SINGLE BARRIER-55 MPH
TEMPORARY IMPACT ATTENUATOR-
RADAR SPEED TRAILER
8'B(III)LR
E5-1a
500'±
8' B(III)R
Radar speed trailer
90"x60"
30"x36"
LIMIT
SPEED
XX
barrier piece.
reflective barrier panels per
concrete barrier. Install two
Install secured temporary
WB
Y
W
WD-2
W-2
1
Construction Notes:
striping upon project completion.
Remove all conflicting striping. Remove temporary
Y
1 WB
1 W
1
1W-2
1WD-2
300' Merging taper
500' Acceleration
lane
500'±
LIMIT
SPEED
XX
concrete barrier)
(Mount on existing
30"x36"
TEMPORARY SIGN ON TEMPORARY SUPPORT
2640' min.
167' Shoulder taper
standard drawing TM800 for details.
Install 4" temporary white line (paint). see oregon
oregon standard drawing TM500 for details.
Install 4" temporary white broken line (paint). see
oregon standard drawing TM800 for details.
Install 8" temporary white dotted line (paint). see
standard drawing TM800 for details.
Install 8" temporary white line (paint). see oregon
standard drawing TM800 for details.
Install 4" temporary yellow line (paint). see oregon
not used between morning and afternoon configuration.
Remove temporary traffic control devices, including temporary traffic control signs 4.
between morning and afternoon configuration.
Reuse temporary traffic control devices, including temporary traffic control signs 3.
Store plastic drums not used from the morning configuration along the median.2.
Remove all conflicting striping.1.
Sta. "ORX" 699+31
Match existing striping
OR2-1
OR2-1
Conc
Ac
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_23.dgn :: Default 6/22/2018 10:50:43 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED10
I-5 NB
I-5 SB
TRAFFIC CONTROL IN OREGON
AFTERNOON CONFIGURATION
50 0 100100
I-5 SB EXIT RAMP
NE
MLK JR B
LVD (O
R99E)
N PIE
R 9
9 S
T
INTERCHANGEMARINE DRIVE
CLOSED
RAMP48x30
30x9
CLOSED
RAMP
48x30
8'B(III)R
DIRECTION OF TRAFFIC
General Notes:
8' TYPE III (L,R,LR, OR C) BARRICADE
BUS ONLY ramp
TEMPORARY SIGN SUPPORT (TSS)
B(III)C
3-8'
B(III)C
2-8'
TO M
ARINE D
R
INTERC
HA
NGE
I-5 S
B E
NT
RA
NC
ER
AM
P
FRO
MM
ARI
NE
DRINTER
CHANGE
L E G E N D
8' B(III)R
8300'
FLAGGER - 24 HOUR
1
Construction Notes:
1
R3-2
24x24
2-8' B(II)L
101.6635° 1"=100'
2
2
EXCEPT BUS
30'±
500'±
3
LIMIT
SPEED
XX
48"x48"
W3-5
3
50 MPH speed limit sign
Maintain and protect existing
LIMIT
SPEED
XX
concrete barrier)
(Mount on existing
48"x48"
W3-5
4
4
5
6
6
4 Cover existing "I-5-NORTH-ARROW" guide sign.
5
6
6" C
6" C
6" C
EXISTING SIGN AND SIGN SUPPORT
PCMS "I" *
*
MERGE LT
TRAFFIC
THRU
EXIT
MUST
RIGHT LN
PORTABLE CHANGEABLE MESSAGE SIGN "I"
(Locate As Directed By Engineer)
(Suggested Message)
Cover existing "I-5-NORTH-ARROW" portion of guide sign.
7
8
7
TYPE "04"
BUS
ONLY
ON 40' MAX. SPACING
TEMP. PLASTIC DRUMS
PORTION OF EXISTING SIGN
COVER EXISTING SIGN OR
SUPPORT
TEMPORARY SIGN ON TEMPORARY
Oregon Standard Drawing TM800.
Control Devices (TCD) Spacing Table" on
plastic drums. Space signs per "Traffic
(CW23-13) signs in advance of temporary
(C23-12), and LEFT TURN LANE CLOSED
(W20-1), LEFT TURN LANE CLOSED AHEAD
Drawing TM842. Install ROAD WORK AHEAD
Close dual left turn lane per Oregon Standard
advance of 8" white dotted temporary line.
Install ROAD WORK AHEAD (W20-1) sign in
Table" on Oregon Standard Drawing TM800.
per "Traffic Control Devices (TCD) Spacing
merging taper, on N Marine Dr. Space signs
and LANE ENDS (W4-2R) sign in advance of
bottom rider, LANE ENDS MERGE LEFT (W9-2L),
with NORTH (M3-1) and I-5 SHIELD (M1-1)
Install RAMP CLOSED AHEAD (W20-3 MOD.)
guide sign.
Cover existing "I-5-NORTH-SEATTLE-EXIT ONLY-ARROW"
upon project completion.
Remove temporary striping
Remove all conflicting striping.
ONLY
BUS
about closure
and give motorists information
Flagger to facilitate bus entrance
8
8
about closure
and give motorists information
Flagger to facilitate bus entrance
WD-2
configurations.
Reprogram message between
and afternoon configuration.
Reuse PCMS between morning
WD-2 8
morning configuration along the median.
Store plastic drums not used from the 3.
See sheet No. EB02 for detour.2.
Remove all conflicting striping.1.
stripin
g
Matc
h e
xisting
500' Acceleration lane
in advance of merging taper, on NE MLK Jr Blvd.
NORTH (M3-1) and I-5 SHIELD (M1-1) bottom rider 350'
Install RAMP CLOSED AHEAD (W20-3 MOD.) sign with
54"x42"
36"x18"
G20-2
ROAD WORK
END
OR22-18
OR22-18
OR3-7a
2640' min.
configuration.
not used between morning and afternoon
including temporary traffic control signs
Remove temporary traffic control devices, 5.
configuration.
between morning and afternoon
including temporary traffic control signs
Reuse temporary traffic control devices, 4.
standard drawing TM503 for details.
Install temporary "only" marking (paint). see oregon
oregon standard drawing TM800 for details.
Install 8" temporary white dotted line (paint). see
standard drawing TM503 for details.
Install temporary "bus" marking (paint). see oregon
I-5 NB EN
TRANCE
RA
MP
MA
RIN
E
FRO
M
DRIN
TER
CH
AN
GE
8'B(III)R
Mergin
g taper
300±
167' S
hould
er ta
per
SIGN (PCMS) OR SEQUENTIAL ARROW
PORTABLE CHANGEABLE MESSAGE
arrow
Sequential
8'B(III)R
(See sheet No. EA03 for PCMS details)
DRIV
E
DRIV
E
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_24.dgn :: Default 6/22/2018 10:50:43 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED11
TRAFFIC CONTROL IN WASHINGTON
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
L E G E N D
8' TYPE III (L,R,LR, OR C) BARRICADE
50 0 100100
AHEAD
CLOSED
LEFT LN
TRAFFIC
SLOWED
EXPECT
PORTABLE CHANGEABLE MESSAGE SIGN "F"
(Locate As Directed By Engineer)
(Suggested Message)
1000'± Merging taper340'± Shoulder taper7920'±
8' B(III)R
PCMS "F"
1"=100'90°
1
Construction Notes:
1
I-5 NB ENTRANCE RAMP FROM 4TH PLAIN INTERCHANGE
I-5 NB
I-5 SB
E 4
TH P
LAIN B
LV
D
I-5
SB EN
TRANCERAMPFROM 4TH PLAIN INTERCHANGE
8' B(III)L Sequential arrow
I-5 SB EXIT RAMP TO 4TH PLAIN INTERCHARGE
MORNING CONFIGURATION
OR SEQUENTIAL ARROW
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
morning and afternoon configuration.
temporary traffic control signs not used between
2. Remove temporary traffic control devices, including
General Notes:
2 Same PCMS shown on sheet EB05.
2
See Oregon Standard Drawings TM800 and TM862.
Oregon Standard Drawing TM800 at Freeway Speed.
"Traffic Control Devices "TCD" Spacing Table" on
signs in advance of merging taper. Space signs per
CLOSED AHEAD (W20-5L), and LANE ENDS (W4-2L)
Install ROAD WORK AHEAD (W20-1), LEFT LANE
E 2
9T
H S
T
48"x48"
W20-1
AHEAD
WORK
ROAD
afternoon configuration.
temporary traffic control signs between morning and
1. Reuse temporary traffic control devices including
(See sheet No. EA03 for PCMS details)SUPPORT
TEMPORARY SIGN ON TEMPORARY
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_25.dgn :: Default 6/22/2018 10:50:44 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED12
TRAFFIC CONTROL IN WASHINGTON
I-5 NB
I-5 SB
E M
cL
OU
GH
LIN B
LV
DTEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
L E G E N D
8' TYPE III (L,R,LR, OR C) BARRICADE
INTERCHANGE
INTERCHANGE
50 0 100100
RAMP TO MILL PLAIN
I-5 SB EXIT
1"=100'98.5077°
8' B(III)LI-5 NB ENTRANCE RAMP FROM MILL PLAIN
1000'±
LIMIT
SPEED
XX
TEMPORARY SIGN SUPPORT (TSS)
1000'±
30'±
W3-5
LIMIT
SPEED
XX48"x48"
8' B(III)L
8' B(III)R
LIMIT
SPEED
XX
8' B(III)L8' B(III)L
MORNING CONFIGURATION
1000' Tangent
30'±
W3-5
LIMIT
SPEED
XX48"x48"
8' B(III)R
W3-5
LIMIT
SPEED
XX
48"x48"
1000'±
8' B(III)R
LIMIT
SPEED
XX
48"x48"
W3-5
Tangent 100
0'
taperMerging
1000'
30'±
1000' Tangent
8' B(III)L
8' B(III)L
morning and afternoon configuration.
temporary traffic control signs not used between
2. Remove temporary traffic control devices, including
General Notes:
afternoon configuration.
temporary traffic control signs between morning and
1. Reuse temporary traffic control devices including
48"x60"
OR2-1
48"x60"
OR2-1
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_26.dgn :: Default 6/22/2018 10:50:45 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 1
9
"NB" 2
0
"SB" 1
9
"SB" 2
0
ED13
TRAFFIC CONTROL IN WASHINGTON
I-5 NB
I-5 SB
50 0 100100
E E
VER
GR
EE
N B
LV
D
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
L E G E N D
DIRECTION OF TRAFFIC
I-5 NB EXIT RAMP TO MILL PLAIN INTERCHANGE
E M
ILL P
LAIN B
LV
D
1"=100'112.7375°
8' B(III)L
8' TYPE III (L,R,LR, OR C) BARRICADE
1000'± 700'±
LIMIT
SPEED
XX
TEMPORARY SIGN SUPPORT (TSS)
times
Gap to remain open at all
Maintain access to median.
48"x60"
MILL PL
AIN INTERCHANGE
I-5 SB E
NTRANCE RAMP FROM
8' B(III)L
8' B(III)R
LIMIT
SPEED
XX
48"x60"
MORNING CONFIGURATION
1000' Tangent
30'±
morning and afternoon configuration.
temporary traffic control signs not used between
2. Remove temporary traffic control devices, including
General Notes:
48"x48"
W20-1
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
48"x48"
W20-1
afternoon configuration.
temporary traffic control signs between morning and
1. Reuse temporary traffic control devices including
SUPPORT
TEMPORARY SIGN ON TEMPORARY
OR2-1
OR2-1
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_27.dgn :: Default 6/22/2018 10:50:45 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 2
5
"NB" 3
0
"NB" 3
5
"SB" 2
5
"SB" 3
0
"SB" 3
5
"WA
X" 4
33
"WA
X" 4
35
ED14
TRAFFIC CONTROL IN WASHINGTON
50 0 100100
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
General Notes:
DIRECTION OF TRAFFIC
8' TYPE III (L,R,LR, OR C) BARRICADE
C ST
8'B(III)L
I-5 NB
I-5 SB
Section E-E
E
E
Scale: 1"=20'
I-5 NB ENTRANCE RAMP FROM SR-14 WB
I-5 SB EXIT RAMP TO SR-14 EB
removal.
alignment details and existing median concrete barrier
2. See alignment and general construction sheets for
L E G E N D
MORNING CONFIGURATION
shoulder
SB
traffic
SB
Existing fog lin
e
Existing 4
" broken w
hite lin
e
Existing c
urb
2'
traffic
NB
should
er
NB
�"WAX"
Moveable b
arrier
Te
mporary plastic dru
m
traffic
SB
6' min. 12' min.
traffic
Closed to
12' min.
concrete b
arrier
Proposed te
mporary
1. Remove all conflicting striping.
Note 2)
barrier (See General
conflicting median
Remove existing
be re
moved
Existing b
arrier to
112.6871° 1"=100'
500'±700'±
LIMIT
SPEED
XX
8' B(III)R
RADAR SPEED TRAILER
30"x36"
TEMPORARY SIGN ON TEMPORARY SUPPORT
trailer
Radar speed
(See details on sheet no. EA04)
Install moveable barrier
speed limit signs
Cover existing 50 MPH
12'
5.8' 6.6'
striping upon project completion.
striping. Remove temporary
section E-E and remove conflicting
Install temporary striping per
morning and afternoon configuration.
temporary traffic control signs not used between
4. Remove temporary traffic control devices, including
barrier panels per barrier piece.
barrier. Install two reflective
Install temporary concrete
W
W
6.1' 5.7'
�"SB"
afternoon configuration.
temporary traffic control signs between morning and
3. Reuse temporary traffic control devices including
Oregon Standard Drawing TM800 for details.
Inst. 4" temporary white line (paint). See
Sta. "SB" 31+73
Match existing striping
OR2-1
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_28.dgn :: Default 6/22/2018 10:50:47 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 4
0
"NB" 4
5
"NB" 5
0
"SB" 4
0
"SB" 4
5
"SB" 5
0
"RA
MP C
C" 4
1
"RA
MP C
C" 4
5
"WA
X" 4
39
ED15
TRAFFIC CONTROL IN WASHINGTON
I-5 NB
I-5 SB
50 0 100100
MATCHLINE
SEE SHEET ED16
General Notes:
DIRECTION OF TRAFFIC
CLOSED
RAMP
(Mount On B(III)C)
WASHINGTON S
T
8' TYPE III (L,R,LR, OR C) BARRICADE
G
G
UNDER CONSTRUCTION
F
F
to remain open at all times.
Maintain access to median. Gap
2-8'B(III)C
B(III)C)
(Mount On
OR3-7a
TEMPORARY SIGN SUPPORT (TSS)
13'15.5'
FROM CITY CENTER
I-5 SB ENTRANCE RAMP
2-8'B(III)C
I-5 NB EXIT RAMP TO SR-14 EB (CLOSED)
I-5 SB EXIT R
AMP TO SR-1
4 EB
CIT
Y C
EN
TER T
O S
R-14 E
B
Section F-FScale: 1"=40'
TO CITY CENTERSR-14 WB EXIT RAMP
L E G E N D
MORNING CONFIGURATION
conflicting striping
section F-F and remove/mask
Install temporary striping per 12'
12'
13'
traffic
SB
Existing fog lin
e
Moveable b
arrier
traffic
SB
traffic
NB
should
er
NB
5.6'
Existing c
urb
13'
shoulder
SB
Existing c
oncrete b
arrier
12' min. 12' min.
line
Existing 4
" broken w
hite
striping on bridge
Remove existing edgeline
(CL
OSE
D)
SR-14 W
B E
XIT R
AM
P T
O I-5 S
B
BN
SF R
AIL
RO
AD
FLAGGER - 24 HOUR
112.6871° 1"=100'
1.5'6.5'
EXCEPT BUS
DOUBLE BARRIER-55 MPH
TEMPORARY IMPACT ATTENUATOR-
Section G-G
traffic
SB
traffic
NB
Existing brid
ge rail
Existing brid
ge rail
13.6' min.
Scale: 1"=20'
5.52'5.83'12.55' min.
(See details on sheet no. EA04)
Install moveable barrier
48"x30"
30"x9"
1.5'
Moveable b
arrier
Existing 4
" broken w
hite lin
e
traffic
SB
1
Construction Notes:1
6'
EXISTING SIGN
COVER EXISTING SIGN OR PORTION OF
1. Remove all conflicting striping.
2. See sheet No. EB06 and EB07 for detours.
morning and afternoon configuration.
temporary traffic control signs not used between
5. Remove temporary traffic control devices, including
E 5
TH S
T
OR22-18
E5-1a
72"x60"
Sta. "S
B" 46+93
concrete barrier
secured temporary
Install 150' of
Sta. "S
B" 45+43
concrete barrier
Install temporary
barrier (See general note 3)
Remove existing conflicting median
W 3
Y 3
12' min.
I-5 NB EXIT RAMP TO
CITY CENTER
information about closure
and give motorists
Flagger to facilitate closure
about closure
motorists information
entrance and give
Flagger to facilitate bus
3 BUS
3ONLY
2
per barrier piece.
reflective barrier panels
barrier. Install two
Install temporary concrete
barrier
Install temporary concrete
3 W-2
3DLL
3WD
11'4"
11'4"
SPACING ON SOLID LINE
TEMP. PLASTIC DRUMS ON 40' MAX.
SUPPORT
TEMPORARY SIGN ON TEMPORARY
W-2
Y
W
DLL
WD
ONLY
BUS2
3
and pole.
guide sign on traffic sign mast arm
Cover existing "I-5-SOUTH-ARROW"
the intersection.
(M1-1) bottom rider 100' in advance of
Mod.) sign with South (M3-3) and I-5
Install Ramp Closed Ahead (W20-3
completion.
temporary striping upon project
Remove all conflicting striping. Remove
WA
Y
SE C
OLU
MBIA
median concrete barrier removal.
sheets for alignment details and existing
3. See alignment and general construction
W
�"SB"
�"SB"
standard drawing TM800 for details.
Install 8" temporary white line (paint). see oregon
standard drawing TM800 for details.
Install 4" temporary yellow line (paint). see oregon
standard drawing TM800 for details.
Install 4" temporary white line (paint). see oregon
oregon standard drawing TM800 for details.
Install 4" temporary white dotted lane line (paint). see
oregon standard drawing TM800 for details.
Install 4" temporary white dotted line (paint). see
standard drawing TM503 for details.
Install temporary "only" marking (paint). see oregon
TM503 for details.
(paint). see oregon standard drawing
Install temporary "bus" marking
afternoon configuration.
temporary traffic control signs between morning and
4. Reuse temporary traffic control devices, including
CC" 40+05
Sta. "R
AM
P
stripin
g
existing
Matc
h
Sta. "SB" 49+43
Match existing striping
temporary concrete barrier
Install 150' of secured Sta. "S
B" 37+
31
Sta. "S
B" 38+
79
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_29.dgn :: Default 6/22/2018 10:50:48 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED16
TRAFFIC CONTROL IN WASHINGTON
50 0 100100
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
MATCHLINESEE SHEET ED15
MATCHLINE
SEE SHEET ED17
CLOSED
RAMP
1500'±
TEMPORARY SIGN SUPPORT (TSS)
2-8' B(III)C
TO
EXIT R
AMP
I-5 N
B
I-5 NBENTRANCERAMPFR
OMSR-1
4
I-5
SB E
XIT
RAMP
TO S
R-14 E
B
SR-14 W
BEXIT R
AM
PT
OCIT
Y C
EN
TER
CITY
CENTER
TO
EXIT R
AM
PSR-14
I-5 N
B
EB(C
LO
SE
D)
8' TYPE III (L,R,LR, OR C) BARRICADE
L E G E N D
MORNING CONFIGURATION
SR-14 W
B E
XIT R
AM
P T
O I-5 S
B (
CL
OSE
D)
CIT
Y C
EN
TER T
O S
R-14 E
B
WB
LE
WIS A
ND C
LA
RK H
WY (SR-14)
112.6871° 1"=100'
48"x30"
1
General Notes:
1
Construction Notes:
sign.
Cover existing "I-5-SOUTH-PORTLAND-ARROW" guide
1. See sheet No. EB06 and EB07 for detours.
COVER EXISTING SIGN OR PORTION OF EXISTING SIGN
morning and afternoon configuration.
temporary traffic control signs not used between
3. Remove temporary traffic control devices, including
OR22-18 afternoon configuration.
temporary traffic control signs between morning and
2. Reuse temporary traffic control devices including
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_30.dgn :: Default 6/22/2018 10:50:48 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED17
TRAFFIC CONTROL IN WASHINGTON
50 0 100100
SEE S
HEET E
D16
MA
TC
HLIN
E
MA
TC
HLIN
E
MA
TC
HLIN
E
SEE A
BO
VE
SEE B
EL
OW
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
1500'±
1000'± Merging taper
340'± Should
er taper
1000'± Merging
taper
SR-14 WB EXIT RAMP TO I-5 NB
CLOSED
RAMP
I-5 SB
EXIT 1C
NORTH TO
USE I-5
PORTABLE CHANGEABLE MESSAGE SIGN "H"
(Locate As Directed By Engineer)
(Suggested Message)
7920'±8' B(III)R
PCMS "H"
L E G E N D
8' TYPE III (L,R,LR, OR C) BARRICADE
MORNING CONFIGURATION
LEWIS AND CLARK HWY (SR-14)
LEWIS AND CLARK HWY (SR-14)
1"=100'23.1944°
8' B(III)LSequential arrow
1
8' B(III)L
1
Construction Notes:
OR SEQUENTIAL ARROW
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
General Notes:
1. See sheet No. EB06 and EB07 for detours.
COVER EXISTING SIGN OR PORTION OF EXISTING SIGN
2
2
2sign.
Cover existing "I-5-SOUTH-PORTLAND-ARROW" guide
morning and afternoon configuration.
temporary traffic control signs not used between
3. Remove temporary traffic control devices, including
See Oregon Standard Drawings TM862 and TM800.
Oregon Standard Drawing TM800 at Freeway Speed.
"Traffic Control Devices (TCD) Spacing Table" on
signs in advance of merging taper. Space signs per
CLOSED AHEAD (W20-5L), and LANE ENDS (W4-2L)
Install ROAD WORK AHEAD (W20-1), LEFT LANE
afternoon configuration.
temporary traffic control signs between morning and
2. Reuse temporary traffic control devices including
(See sheet No. EA03 for PCMS details)
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_31.dgn :: Default 6/22/2018 10:50:49 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 8
5
"NB" 9
0
"NB" 9
5
"SB" 8
5
"SB" 9
0
"SB" 9
5
"OR
X" 6
95
"OR
X" 6
92
ED18
I-5 NB
I-5 SB
TRAFFIC CONTROL IN OREGON
N H
AY
DE
N ISL
AN
D D
R
50 0 100100
INTERCHANGEJANTZEN BEACH
DIRECTION OF TRAFFIC
UNDER CONSTRUCTION
8' TYPE III (L,R,LR, OR C) BARRICADE
28" TUBULAR MARKERS ON 20' MAX. SPACING
taper
Shoulder
50'
8'B(III)R
G
G
H
H
CLOSED
RAMP
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
120' Shifting taper
4-8'B(III)C
TEMPORARY SIGN SUPPORT (TSS)
I-5
SBEN
TRANCE RAMP
I-5 N
BEXIT
RA
MP
BEACH
FROM JANZTEN BEACH
TO JANTZEN
I-5 SB EXIT RAMP TO JANZTEN BEACH
L E G E N D
Section H-H
MORNING CONFIGURATION
500' taper
should
er
Moveable b
arrier
traffic
NB
should
er
12' min.
Te
mporary plastic dru
ms
traffic
Closed to
8' min. Varies
project completion.
temporary striping upon
conflicting striping. Remove
section H-H and remove
Install temporary striping per
I-5 NBENTRANCERAMPFROM JANTZENBEACH(C
LOSED)
traffic
SB
Existing lane lin
e
112.6871° 1"=100'
1.5'
(see general note 3)
Existing barrier to be removed
36"x36" (See detail on sheet no. EA04)
Install moveable barrier
TEMPORARY SIGN ON TEMPORARY SUPPORT
Section G-G
traffic
SB
traffic
NB
Existing brid
ge rail
Existing brid
ge rail
13.6' min.
Scale: 1"=20'
5.52'5.83'12.55' min.1.5'
Moveable b
arrier
Existing 4
" broken w
hite lin
e
traffic
SB
Existing fog lin
e
Scale: 1"=20'
12
12
2
on bridge
edgeline striping
Remove existing
3
1 2
2
1
Construction Notes:
2
3
"ARROW" signs.
Cover existing "NORTH", "I-5", and
"NEXT RIGHT" signs.
Cover existing "NORTH", "I-5", and
portion of guide sign.
Cover existing "SEATTLE-ARROW"
COVER EXISTING SIGN OR PORTION OF EXISTING SIGN
Note 3)
median barrier (See General
Remove existing conflicting
8'B(III)R
General Notes:
median concrete barrier removal.
sheets for alignment details and existing
See alignment and general construction 3.
See sheet No. EB04 for detour.2.
Remove all conflicting striping.1.
AHEAD
CLOSED
THRU LANE
1 2
concrete b
arrier
Proposed te
mporary
configuration.
morning and afternoon
control signs not used between
devices, including temporary traffic
5. Remove temporary traffic control
NORTH
5
24"x12"
48"x48"
W20-3 (mod.)
M3-1
M1-1
24"x24"
350'±
attenuator
4-truck mounted
3-8'B(III)C
CLOSED
RAMP
48"x30"
OR22-18
3-8'B(III)L
48"x30"
OR22-18
about closure
and give motorist information
Flagger to facilitate closure
AHEAD
WORK
ROAD48"x48"
W20-1
48"x48"
W1-4
barrier panels per barrier piece.
barrier. Install two reflective
Install temporary concrete
traffic
SB
�"SB"
W
�"ORX"
Y
5-8'B(II)L
�"SB"
5.3' 7.5'
W
Y
configuration.
between morning and afternoon
including temporary traffic control signs
4. Reuse temporary traffic control devices,
AHEAD
CLOSED
RAMP
standard drawing TM800 for details.
Install 4" temporary white line (paint). see oregon
standard drawing TM800 for details.
Install 4" temporary yellow line (paint). see oregon
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_32.dgn :: Default 6/22/2018 10:50:50 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
"NB" 1
00
"NB" 1
05
"NB" 1
08
"SB" 1
00
"SB" 1
05
"SB" 1
08
"OR
X" 6
99
ED19
TRAFFIC CONTROL IN OREGON
50 0 100100
General Notes:
N JA
NTZEN D
R
I-5 NB
I-5 SB
MORNING CONFIGURATION
500' taper
1. Remove all conflicting striping.
112.6871° 1"=100'
E5-1a
90"x60"
barrier piece.
reflective barrier panels per
concrete barrier. Install two
Install secured temporary
morning and afternoon configuration.
temporary traffic control signs not used between
3. Remove temporary traffic control devices, including
1 W
Y1
1
Construction Notes:
striping upon project completion.
Remove all conflicting striping. Remove temporary
500'±
LIMIT
SPEED
XX
concrete barrier)
(Mount on existing
30"x36"
500'±
LIMIT
SPEED
XX
30"x36"
8' B(III)R
Radar speed trailer1WD-2
500' Acceleration lane
350'±
300'± Shifting taper
1W-2
8'B(III)LR
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING
DIRECTION OF TRAFFIC
L E G E N D
TEMP. PLASTIC DRUMS ON 40' MAX. SPACING ON SOLID LINE
8' TYPE III (L,R,LR, OR C) BARRICADE
TEMPORARY SIGN SUPPORT (TSS)
SINGLE BARRIER-55 MPH
TEMPORARY IMPACT ATTENUATOR-
RADAR SPEED TRAILER
WB
Y
W
WD-2
W-2
TEMPORARY SIGN ON TEMPORARY SUPPORT
2640' min.
167' Shoulder taper
standard drawing TM800 for details.
Install 4" temporary white line (paint). see oregon
oregon standard drawing TM800 for details.
Install 4" temporary white broken line (paint). see
oregon standard drawing TM800 for details.
Install 8" temporary white dotted line (paint). see
standard drawing TM800 for details.
Install 8" temporary white line (paint). see oregon
standard drawing TM800 for details.
Install 4" temporary yellow line (paint). see oregon
afternoon configuration.
temporary traffic control signs between morning and
2. Reuse temporary traffic control devices, including
Sta. "ORX" 699+28
Match existing striping
OR2-1
OR2-1
Conc
Ac
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
F
O T
NE
MTRAPED N
OG
ER
O
NOI
TATROPS
NA
RT
Portland, Oregon 97205
720 SW Washington Street, Suite 500
(503) 243-3500
www.dksassociates.com
MULTNOMAH COUNTY, OR - CLARK COUNTY, WA
PACIFIC HIGHWAY
??V-???
TZ_K19651_tc_33.dgn :: Default 6/22/2018 10:50:51 AM kiara.drake Rotation: Scale:
TRUNNION SHAFT REPLACEMENT PROJECTI-5: INTERSTATE BR (NB)
PLAN
S
FINA
L REVIE
W
DEC. 31, 2019EXPIRES:
C
18,503
OREGON
I
B
R
J
A
,YLU
10
K.N
RE
IGERST
E
DE P
NNIG
R
D
EAL
6
919
PO
N
ANO
OE
SSFE
R
E
IL
TRAFFIC CONTROL PLAN
S. Vadaei
DKS CAD
B. Copeland
S. Vadaei
ED20
I-5 NB
I-5 SB
TRAFFIC CONTROL IN OREGON
50 0 100100
NE
MLK JR B
LVD (O
R99E)
N PIE
R 9
9 S
T
CLOSED
RAMP
48x30
General Notes:
B(III)C
3-8'
B(III)C
2-8'
I-5 S
B E
NT
RA
NC
ER
AM
P
FRO
MM
ARI
NE
DRINTER
CHANGE
8' B(III)R
PCMS "J"
MORNING CONFIGURATION
1000' merging taper 7920'
taper
340' shoulder
1
2-8' B(II)L
101.6827° 1"=100'
8' B(III)R
arrow
Sequential
2
8' B(III)L
8'B(III)R I-5 SB EXIT RAMP
TO M
ARIN
E DR
INTERC
HA
NGE
INTERCHANGEMARINE DRIVE
INT
ER
CH
AN
GE
DR
MA
RIN
E
FRO
M
RA
MP
ENTRANCE
I-5 NB
R3-2
24x244
4
5
6
6
*
morning and afternoon configuration.
temporary traffic control signs not used between
4. Remove temporary traffic control devices, including
1. Remove all conflicting striping.
2. See sheet No. EB02 for detour.
*
AHEAD
CLOSED
LEFT LN
EXIT
MUST
RIGHT LN
PORTABLE CHANGEABLE MESSAGE SIGN "J"
(Locate As Directed By Engineer)
(Suggested Message)
500' Acceleration lane
LIMIT
SPEED
XX
concrete barrier)
(Mount on existing
48"x48"
W3-5
LIMIT
SPEED
XX
48"x48"
W3-5
30'±
BUS ONLY ramp
1
Construction Notes:
2
3
4 Cover existing "I-5-NORTH-ARROW" guide sign.
5
6
Cover existing "I-5-NORTH-ARROW" portion of guide sign.
7
8
Oregon Standard Drawing TM800.
Control Devices (TCD) Spacing Table" on
plastic drums. Space signs per "Traffic
(CW23-13) signs in advance of temporary
(C23-12), and LEFT TURN LANE CLOSED
(W20-1), LEFT TURN LANE CLOSED AHEAD
Drawing TM842. Install ROAD WORK AHEAD
Close dual left turn lane per Oregon Standard
advance of 8" white dotted temporary line.
Install ROAD WORK AHEAD (W20-1) sign in
Table" on Oregon Standard Drawing TM800.
per "Traffic Control Devices (TCD) Spacing
merging taper, on N Marine Dr. Space signs
and LANE ENDS (W4-2R) sign in advance of
bottom rider, LANE ENDS MERGE LEFT (W9-2L),
with NORTH (M3-1) and I-5 SHIELD (M1-1)
Install RAMP CLOSED AHEAD (W20-3 MOD.)
guide sign.
Cover existing "I-5-NORTH-SEATTLE-EXIT ONLY-ARROW"
upon project completion.
Remove temporary striping
Remove all conflicting striping.
WD-2 8
50 MPH speed limit sign
Maintain and protect existing
6" C
6" C
6" C
TYPE "04"
stripin
g
Matc
h e
xisting
CLOSED
RAMP48x30
30x9EXCEPT BUS
ONLY
BUS
about closure
and give motorists information
Flagger to facilitate bus entrance
8
8
about closure
and give motorists information
Flagger to facilitate bus entrance
DIRECTION OF TRAFFIC
8' TYPE III (L,R,LR, OR C) BARRICADE
TEMPORARY SIGN SUPPORT (TSS)
L E G E N D
FLAGGER - 24 HOUR
EXISTING SIGN AND SIGN SUPPORT
ON 40' MAX. SPACING
TEMP. PLASTIC DRUMS
PORTION OF EXISTING SIGN
COVER EXISTING SIGN OR
SUPPORT
TEMPORARY SIGN ON TEMPORARY
BUS
ONLY
WD-2
2640' min.
oregon standard drawing TM800 for details.
Install 8" temporary white dotted line (paint). see
standard drawing TM503 for details.
Install temporary "bus" marking (paint). see oregon
standard drawing TM503 for details.
Install temporary "only" marking (paint). see oregon
36"x18"
G20-2
ROAD WORK
END
54"x42"
OR22-18
OR22-18
OR3-7a
afternoon configuration.
temporary traffic control signs between morning and
3. Reuse temporary traffic control devices, including
in advance of merging taper, on NE MLK Jr Blvd.
NORTH (M3-1) and I-5 SHIELD (M1-1) bottom rider 350'
Install RAMP CLOSED AHEAD (W20-3 MOD.) sign with
8'B(III)R
167' S
hould
er ta
per
Mergin
g taper
300±
3 7
8'B(III)R
arrow
Sequential
SIGN (PCMS) OR SEQUENTIAL ARROW
PORTABLE CHANGEABLE MESSAGE
(See sheet No. EA03 for PCMS details)
message between configurations.
afternoon configuration. Reprogram
Reuse PCMS between morning and
