REV4 APPROVED ENG BLD2021-0116+Traffic_Control_Plan+3.4.2024_3.35.24_PM+4101656www.invarion.com
EVISED 121200 72ND AV W PHASE 3—UTILITIES— TRAFFIC CONTROL PLAN SHEET 2 -
— — — OAHOEAD'
3eneral Notes: LL LANES REOPENED DURING NIGHT TIME HOURS
All signs and spacing shall conform to The MUTCD and WAC.
. Priority passage through the work area for emergency <RIGH
-1
ehicles vehicles shall be provided at all times. SHALL MAINTAIN EMERGENCYACCESS AT ALL TIME
I. Alert Community Transit 5 days in advance LANEProtective vehicle recommended may be a work vehicle. I SEDi. Devices should not encroach into adjacent lanes.AD
All signs min. 48 x 48 B/O unless otherwise specified. t
Channelization devices are 28" reflective cones ,I # W2 -5
All sign spacing may be adjusted to accommodate at -grade t
itersections and/or driveways. �
I. Maintain Minimum 11' lane. • !1
a W4-2
7SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
TRAFFIC CONTROL INSPECTION SHALL BE
REQUIRED WHENEVER WORK ZONE IS SET UP
1�
_W
IW
Iw
/Z
\ R3-2
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
SIGN SPACING=X (FEET) (1)
FREEWAYS & EXPRESSWAYS 55170 MPH
1500±(OR AS
PER MUTCD)
RURAL HIGHWAYS 60/65 MPH
8001±
RURAL ROADS 45/55 MPH
5001±
RURAL ROADS & URBAN ARTERIALS 35140 MPH
350'±
RURAL ROADS, URBAN ARTERIALS 25130 MPH
200'±(2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS
100'±(2)
ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
(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.
7215 212TH ST SW
BUFFER DATA
BUFFER SPACE = B
SPEED IMP')
25
30
35
40
45
50
55
60
65
70
LENGTH IFT
155
200
250
305
360
425
495
570
645
730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE VEHICLE
TYPICAL PROTECTIVE VEHICLE
STATIONARY OPERATION
TYPE WITH TMA
(WITH TMA) LOADED WEIGHT
(feet)
(LBS)
MINIMUM WEIGHT 15,000 LBS
4 YARD DUMP TRUCK
(MAXIMUM WEIGHT SHALL BE IN
SERVICE TRUCK
ACCORDANCE WITH
30 MIN
FLAT BED, ETC.
MANUFACTURER
RECOMMENDATIONS
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
"A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD
WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
�0 CATALYST
CONTRACTOR:
® CONSTRUCTION
CONTACT: Kurt Sorensen, Senior Project Manager,Catalyst, 206-999-0825„
KSorensen@catalystconstructiongrp.com
72ND AV W 25MPH PREPARED BY: Christina Moullet, Elite Traffic Solutions LLC,
Christina@elitetrafficsolutions.com, 206-922-9205, TICS #012886,
X Expires 6/30/2025
cY�
M4-9b W20 7a
� •r
119 (L)
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50170
40
80
35145
25130
30
zo
60
ao
12TH ST SW35MPH
I ENGINEERING DIVISION
APPROVED AS NOTED
�41% Wpi� 03/25/2024
Vill
- 4NV
T
NOT TO SCALE
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
25
30
35
Posted Speed (mph)
40 45 50 55 60 65 70
10
105
150
205
265
450
500
550
11
115
165
225
295
495
550
660
12
125
180
245
320
540
600720
E60
780 840
r
lAll Signs & Spacing to conform to the MUTCD & The City of Edmonds Standards -reference WSDOT "Work Zone Traffic Control Guidelines M54-44.08 January 2021 " and WAC
www.invarion.com
REVISED 1_21200 72ND AV W PHASE 3 UTILITIES TRAFFIC CONTROL PLAN SHEET 1 CATALYST
ROAD ®
General Notes: woRK CONTRACTOR: CONSTRUCTION
1. All signs and spacing shall conform to The MUTCD and WAC. AHEgD
2. Priority passage through the work area for emergency CONTACT: Kurt Sorensen, Senior Project Manager,Catalyst, 206-999-0825„
vehicles vehicles shall be provided at all times. ISHALL MAINTAIN EMERGENCYACCESS AT ALL TIME
3. Alert Community Transit 5 days in advance W20-1 KSorensen@catalystconstructiongrp.com
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes. _ _ x PREPARED BY: Christina Moullet, Elite Traffic Solutions LLC,
6. All signs min. 48 x 48 B/O unless otherwise specified. Christina@elitetrafficsolutions.com, 206-922-9205, TICS #012886,
7. Channelization devices are 28" reflective cones Expires 6/30/2025
8. All sign spacing may be adjusted to accommodate at -grade -
intersections and/or driveways. 9
9. Maintain Minimum 11' lane. � RIGHT LANE
CLOSED
-• � •Y - AHEAD
• n. -
W20-5
1
74TH AV W2-x 'H
• f
>f
W4-2
04 i
• r - - -
x
DETOUR _
L
ML M4-9b
6
blooms
/ \
12TH ST
x x---}��x x a
`ry��' ROAD BIKES I
WORK MERGE WITH RIGHT LANE
.ii ± . AHEAD TRAFFIC CLOSED
AHEAD
4NV W20-1 W4-113 W20-5 W4-2
T
r
Legend
® Arrowboard (Chevron)
Bus Stop
Cone
Pedestrian Detour
Project Site
i Sign Stand
Traffic Light
® Work Area
SIGN SPACING=X (FEET) (1)
FREEWAYS & EXPRESSWAYS
55170 MPH
1500±(OR AS
PER MUTCD)
RURAL HIGHWAYS
60/65 MPH
8001±
RURAL ROADS
45/55 MPH
500'±
RURAL ROADS & URBAN ARTERIALS
35/40 MPH
350'±
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
25/30 MPH
200'±(2)
URBAN STREETS
25 MPH OR LESS
100'±(2)
ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE
BUFFER DATA
BUFFER SPACE = B
SPEED(MPH) 25 30 35 40 45 50 55 IsI00::F.:
LENGTH (FT) 155 200 250 305 360 425 495
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE VEHICLE TYPICAL PROTECTIVE VEHICLE STATIONARY OPERATION
1 TYPE WITH TMA (WITH TMA) ( BADED WEIGHT (feet)
OR
W4-119L
7CHANNELIZING DEVICE SPACING (FEET)
TAPER TANGENT
•
40 80
30 60
2a 4o
NOT TO SCALE 1.
35145
25130�Mj
MINIMUM WEIGHT 15,D00 LBS
MINIMUM TAPER LENGTH (L) IN FEET
DESIGNATED.
4YARD DUMP TRUCK (MAXIMUM WEIGHT SHALL BE IN
SERVICE TRUCK ACCORDANCE WITH 30 MIN
Lane
Posted Speed (mph)
FLAT BED, ETC. MANUFACTURER
Width
(1) All spacing may be adjusted to accommodate interchange ramps
RECOMMENDATIONS
Feet
25 30 35 40 45 50 55 60 65 70
at -grade intersections, and driveways.
10
500 550
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
105 150 205 265 450
(2) This spacing may be reduced In urban areas to tit roadway
' A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA IS
USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD
11
115 165 225 295 495 550 605 660
WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
12
125 180 245 320 540 600 660 120 780 840
I to conform to the MUTCD & The City of Edmonds
Standards -reference WSDOT "Work Zone Traffic Control Guidelines
M54-44.08 January 2021 " and WAC
0
WHEN STEEL PLATES ARE USED,
SIGNS NEED TO BE SET IN ADVANCE
WARNING SEQUENCE ATALL TIMES.
1 2 3
ROAD OTORCYCLES STEEL
WORK ose PLATES
AHEAD r AHEAD
W 20-1 W8-24
REVISION
Mar 05 2024 '
CITY OF EDMONDS
DEVELOPMENT SERVICES
- - DEPARTMENT
BLD2021-0116
1/02/2024 by:
Elite Traffic Solutions `
206.922.9205
Christina Moullet
TCS 4012886, EX 6/30/2025 o-
rL.M r