APPROVED BLD2021-0116+TCP-212TH PHASED PLANS+1.18.2022_1.00.39_PM+262668021200 72ND AV W PHASE 1-UTILITIES TRAFFIC CONTROL PLAN
BLD2021-0116
CATALYST
CONTRACTOR: Al CONSTRUCTION
CONTACT: Hardik Patel, Vice President, Pre -Construction, RESUB
Catalyst, 847-687-4909, 1/18/2022
HPatel@catalystconstructiongrp.com
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
PREPARED BY: Julian Morales, Elite Traffic Solutions LLC,
elitetrafficsolutions@gmail.com, 206-922-9205, TICS # 12813,
Expires 4/30/2025
Legend
® Arrowboard (Chevron)
0 Bus Stop
Cone
Project Site
i Sign Stand
Traffic Light
212TH ST SW
W20-1
72ND AV W 25MPH
RIGHT LANE
CLOSED
AHEAD
W20-5
CATALYST SHALL COMMUNICATE
WITH 2O20 SOLUTIONS EDMONDS
DATES & HOURS OF CONSTRUCTION
CLOSING DRIVEWAY.
Work Area ROAD
CLOSED
0
12TH ST SW 35MPH
ROAD
WORK
A.H EAE
W20-1
1
-45'
11'
*10
'
EMMWL
LL LANES REOPENED DURING NIGHT TIME HOURS
v
►oi000io114
ioioioioioioc _ PROJECT SITE �
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21200 72 N D AV W X%Xa*:
121121*20'
L
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Community Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at -grade
intersections and/or driveways.
9. Maintain Minimum 11' lane.
WHEN STEEL PLATES ARE USED,
SIGNS NEED TO BE SET IN ADVANCE
WARNING SEQUENCE AT ALL TIMES.
2 3
ROAD OTORCYCLES STEEL
WORK USE PLATES
AHEAD CAUTION AHEAD
W 2 0 -1 W8-24
www.invarion.com
UTILITIES IMPACTS - 212TH ST SW
START DATE: 03/18/22 - 04/21/2022
DURATION: 25 DAYS
EBTRAVEL LANE -45'X12'=540SF
doIkIFW7 !J
W4-119L W4_2 Wz0-5
X X---__R —X
Dao
by:
Elilutions
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Mom?"00,4� " `;!, ,iN", i040"� 1 wV I SHALL MAINTAIN EMERGENCYACCESS AT ALL TIMES
ENGINEERING DIVISION ►00000000000000<
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APPROVED AS NOTED ►0000000000000000000000000000j
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S.HAUSS - TRANSPORTATION ENGINEER
2/2812022
X
22'_�
RIGHT LAN
CLOSED
AHEAD/
W20-5
SIGN SPACING=X (FEET) (1)
FREEWAYS & EXPRESSWAYS 55/70 MPH
1500±(OR AS
PER MUTCD)
RURAL HIGHWAYS 60165 MPH
8001±
RURAL ROADS 45/55 MPH
500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH
3501±
RURAL ROADS, URBAN ARTERIALS 25/30 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.
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50170
40
80
35145
n3O
60
25130
20
40
W2-1
Y
4 NOT TO SCALE,
not �
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
605
660
12
125
180
245
320
540
600
660
720
780
840
IL 11 MW —
BUFFER DATA
BUFFER SPACE = B
SPEED(MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FT)
155
200
n5O
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)
BSD) ED WEIGHT
(feet)
(
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.
18/01 /2022 12:48:40
W20-1
All 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 WA
www.invarion.com
21200 72ND AV W PHASE 3 UTILITIES TRAFFIC CONTROL PLAN SHEET 2
CATALYST
CONTRACTOR: CONSTRUCTION
CONTACT: Hardik Patel, Vice President, Pre -Construction,
Catalyst, 847-687-4909,
HPatel@catalystconstructiongrp.com
PREPARED BY: Julian Morales, Elite Traffic Solutions LLC,
elitetrafficsolutions@gmail.com, 206-922-92051 TCS # 128131
Expires 4/30/2025
r
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
J �
C W
_ l�
�U)
L
R3-2
WHEN STEEL PLATES ARE USED,
SIGNS NEED TO BE SET IN ADVANCE
WARNING
SEQUENCE AT ALL TIMES.
1
2 3
ROAD
OTORCYCLES STEEL
WORK
USE PLATES
AHEAD
EXTRME
CAUTION AHEAD
W 2 0 -1
W8-24
R3-2
SIGN SPACING=X (FEET) (1)
FREEWAYS & EXPRESSWAYS 55/70 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 25/30 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.
SHALL MAINTAIN EMERGENCYACCESS AT ALL TIMES
18/01 /2022 12:48:46
r
General Notes:
1. All signs and spacing shall conform to The MUTCD and W)
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Community Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at -grade
intersections and/or driveways.
9. Maintain Minimum 11' lane.
TALL LANES REOPENED DURING NIGHT TIME HOURSI
7215 212TH ST SW
SIDEWALK
CLOSED♦�♦�.
R9 _ 9 W
4
1
3-2
►��
�� '�
� W,&WA
...�..�.��
i10'
SIDEWALK
CLOSED
_R9-9
72ND AV W
ROAD
WORK
AHEAD
W20-1
DETOUR
M4=9
�J
12'
11'
11'
10'
t►------1*1114
PROJECT SITE �,:�>
21200 72ND AV W;�I
SIDEWALK CLOSED
AHEAD
1111110 �4
CROSS HERE
R9-11(R).____
12112=20'
20'►I 22'
Idi
UTILITIES IMPACTS - 212TH ST SW
' START DATE: 03/18/22 - 04/21/2022
DURATION: 25 DAYS
JEB TRAVEL LANE - 80 X 10' = 800SF
7)97,
1,-,
ZOAD
'VORK
HEAD
W20-1
(jite
0/11 /2021 by:
X Traffic Solutions
253.886.3057
ulian MoralesCS # 012813U,ai.�, M o-i-a.l,2s
Legend
ROAD
WORK
AHEAD - ® Arrowboard (Chevron)
• [[:5:]L
Bus Stop
W20-1
Cone
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
20
40
N �
Y
inNOT TO SCALE
L Pedestrian Detour
_
� Project Site
i Sign Stand
Traffic Light
XX Work Area
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
605
660
12
125
180
245
320
540
600
660
720
780
840
BUFFER DATA
BUFFER SPACE = B
SPEED(MPH)
25
30
35
40
305
45
360
50
425
55
495
60
570
65
645
70
730
LENGTH (FT)
155
200
C25)
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 ATMA 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.
All 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