APPROVED ENG RESUB1 BLD2022-1323+Traffic_Control_Plan+1.26.2023_12.27.00_AM+3334570PLEASE SCHEDULE
WITH DISPATCH
@ 800-343-4049 OPT1
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
K&D Services, as the prepare, of this traffic
ontrol plan makes no representation as to its'
general adequacy or being approved for implementation.
Approval must result from the Traffic Engineer or
other Public Official having statutory enforcement authority
in the jurisdiction. Utilization and implementation of this
plan shall be a result of that approval.
Ref. MUTCD 2009 6A.01 (10)
Legend
1 Cone
0 CW20-4 one lane road ahead
Flagger
F—M No Parking R7-T39
Spotter
W20-1 roadwork ahead
W20-7A Flagger Ahead
W20-7b be prepared to stop
® Work Area
ROAD
WORK
AHEAD 25
mU
—AAS IS
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PREPARED -- to �
TO STOP � m W
19EZ
MS IS 19E6 f 1 1 1 1
— — — y
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21
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
CHANNELIZATION DEVICE
SPACING feet
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANE
Posted Speed (mph)
WIDTH
(feet)
25
30
35
40
45
50
55
60
65
70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
1 660
-
-
12
125
180
245
320
540
600
66
7720
780
840
SIGN SPACING = X (1)
FREEWAYS & EXPRESSWAYS 55 ! 70 MPH
1500' t
RURAL HIGHWAYS 60 ! 65 MPH
800' t
RURAL ROADS 45 / 55 MPH
500' 2
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
350' t
RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH
RESIDENTAL & BUSINESS DISTRICTS
200' t (2)
URBAN STREETS 25 MPH OR LESS
100' t (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
AODL.NOTES:
PLACE NO PARKS 72HRS IN ADVANCE OF WORK BEING
PERFORMED.
MAINTAIN BUSINESS ENTRANCE ACCESS.
PLACE SPOTTERS AT ANY OPEN ENTRANCE/DRIVEWAY
LOCATED WITHIN THE WORK ZONE.
TRAFFIC CONTROL INSPECTION SHALL BE w
REQUIRED WHENEVER WORK ZONE IS SET UP w a
Z
Nz
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a] W
/ 1 1
T T
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OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
Notes:
1. Maintain ped. access to
and through cros walks
2. Maintain Min. nes
3. Maintain local access
4. Notify Transit Authority
at least 48 hrs. in advance
of bus stop closure
5. Traffic control plan and all
devices shall comply with
MUTCD, PROWAG & WSDOT
6. DEVICE SPACING
Flag Taper 20'
Signs per WSDOT
Tapers per WSDOT
7. 28" Cones
36" Barrels
48" Signs
24" Paddle
8. Adjust to field conditions
111
236TH ST SW y
NO LEFT TURN
FORR®KS
Coordinate all bus
closures with Transit
Authority.
( NOT TO sca-Ej
NOTIFY EMS. FIRE
AND POLICE
72 HOURS IN ADVANCE
FE
S
A
/ PTROEBPSAETROEPD ROAD
WORK
goo,
AHEA•
ENGINEERING DIVISION
APPROVED AS NOTED
03/03/2023
E
?2-1323
:ESUB
1 /26/2023
Y OF EDMONDS
EVELOPMENT
SERVICES
RTLEV
ILE
I STROM
i719
LOCATION:
8215 236TH ST SW
EDMONDS, WA 98026
DATE: W/O #
12/15/22 21892
K & D SERVICES
TRAFFIC MANAGEMENT
DESIGNEDBY- WH/TNEYPA'ITERNO
OITIDIRECT. 25-343-446 pw)
DIRECT.• 425.330.6463
WATCP@KNDSERVICES.NET WSTCS11012693
PLEASE SCHEDULE
WITH DISPATCH
@ 800-343-4049 OPTA
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
K&D Services, as the prepare, of this traffic
ontrol plan makes no representation as to its'
general adequacy or being approved for implementation.
Approval must result from the Traffic Engineer or
other Public Official having statutory enforcement authority
in the jurisdiction. Utilization and implementation of this
plan shall be a result of that approval.
Ref. MUTCD 2009 6A-07 (10)
Legend
1 Cone
OCW20-4 one lane road ahead
n Flagger
In No Parking R7-T39
Spotter
W20-1 road work ahead
W20-7A Flagger Ahead
O W20-71b be prepared to stop
® Work Area
ROAD 9.25 w z Q
WORK w N I
AHEA ¢ z
® MS IS H
1111
—77S is 19EZ OOz
N
® = O
ROAD m ROAD
WORK
AHEAD
ROAD
WORK
HEAD
ADD 'BE PREPARED
TO STOP' SIGN
CHANNELIZATION DEVICE
SPACING feet
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANE
Posted Speed (mph)
WIDTH
(feet)
25
30
35
40
45
50
55
60
65
70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
780
840
SIGN SPACING = X (1)
FREEWAYS & EXPRESSWAYS 55 170 MPH
1500' 3
RURAL HIGHWAYS 60 165 MPH
800' t
RURAL ROADS 45 / 55 MPH
500' t
RURAL ROADS & URBAN ARTERIALS 35 140 MPH
350' t
RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH
RESIDENTAL & BUSINESS DISTRICTS
200' t (2)
URBAN STREETS 25 MPH OR LESS
100' 3 (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
ADDL. NOTES:
PLACE NO PARKS 72HRS IN ADVANCE OF WORK BEING
PERFORMED.
MAINTAIN BUSINESS ENTRANCE ACCESS.
PLACE SPOTTERS AT ANY OPEN ENTRANCE/DRIVEWAY
LOCATED WITHIN THE WORK ZONE.
SPOTTER TO ASSIST PEDESTRIAN AROUND WORK ZONE
ON SIDEWALK. SIDEWALK CAN REMAIN OPEN.
w
mZ wz
�z �z
mw mw
Notes:
1. Maintain ped. access to
and through cros wal
2. Maintain Min. nes
3. Maintain local access
4. Notify Transit Authority
at least 48 hrs. in advance
of bus stop closure
5. Traffic control plan and all
devices shall comply with
MUTCD, PROWAG & WSDOT
6. DEVICE SPACING
Flag Taper 20'
Signs per WSDOT
Tapers per WSDOT
7. 28" Cones
36" Barrels
48" Signs
24" Paddle
8. Adjust to field conditions
l /
a 1 y
+ 1 236TH ST SW
T
�= N0 LEFT TURN
0�
FOR TRUCKS
ill
Coordinate all bus
closures with Transit
Authority.
NOT TO SCALE
NOTIFY ENS, IT
AHD POutf
T2 HOURS IN ADVANCE
N
FE
S
b
•
BE ROAD
/ PREPARED WORK
TO STOP AHEA
f
— — — — — — — — — + — — 49 -
ENGINEERING DIVISION
APPROVED AS NOTED
03/03/2023
E
:ESUB
1 /26/2023
Y OF EDMONDS
EVELOPMENT
SERVICES
RTLEY
ILE
STROM
i719
LOCATION:
8215 236TH ST SW
EDMONDS, WA 98026
DATE: W/O #
12/15/22 21892
K & ID SERVICES
TRAFFIC MANAGEMENT
DESIGNEDBY- WH/TNEYPA61�s
TERNO
OFFICE: 800-343-4ppkl)
DIRECT. 425.330.646463
WATCP@KNDSERVICES.NET WSTCS#012693