REV1 APPROVED TCP 72ND SHORING EX 3.23.2022_10.42.05_AM+275559921200 72ND AV W DEMO SHORING EX LOADING OFF LOADING TRAFFIC CONTROL PLAN
A.Wwwwinvarion.com
DEMOLITION - 72ND AV W
CATALYST START DATE: 02/14/2022 - 02/26/2022
CONTRACTOR: CONSTRUCTION DURATION: 10 DAYS
� SIDEWALK - 130' X 6' = 780SF
CONTACT: Hardik Patel, Vice President, Pre -Construction, � � �
Catalyst, 847-687-4909 PARKING LANE WESTS I D E - 130 X 8 = 1040S F
y ,
HPatel@catalystconstructiongrp.com
SHORING &EXCAVATION - 72ND AV W
PREPARED BY: Julian Morales, Elite Traffic Solutions LLC, � START DATE: 02/25/2022 - 03/24/2022
elitetrafficsolutions@gmail.com, 206-922-92057 TCS # 128137
Expires 4/30/2025 ROAD DURATION: 20 DAYS
WORK
-� HEAD SIDEWALK - 130' X 6' = 780SF
w2o-1
PARKING LANE WESTS I D E - 130' X 8' = 1040S F
Legend
elBus Stop _ �� _ General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
Cone r _ +■ 2. Priority passage through the work area for emergency
X vehicles vehicles shall be provided at all times.
Pedestrian Detour 3. Alert Community Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
Project Site _ 5. Devices should not encroach into adjacent lanes.
- 6. All signs min. 48 x 48 B/O unless otherwise specified.
�■ Sign Stand 7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at -grade
Traffic Light intersections and/or driveways.
SHOULDER 9. Maintain Minimum 11' lane.
WORK
RZ Work Area MLAM
now,
212TH ST SW 35MPH
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iWA 0
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F
ROAD
WORK
W20-1
12'
11'
J#
W21-5
12112'020'
X
(ALL TRAVEL LANES REOPENED DURING NIGHT TIME HOURS(
X
SIDEWALK CLOSED
CROSS HERE
--------------------�
R9-11a(L)
KEEP��
LEFT ;0
R4' 8b t
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"W� 1*1PROJECT SITE '�21200 72 N D AV WMM0=:==♦
160'
11 "����t NO PARK��
PARKING
~•�•�♦�♦�♦�♦�♦�♦�♦�♦X•�♦�♦�♦�♦�♦� , FROM
,.
TO
TOW AWAY AREA
SIDEW K
CLOS D
`_ _ R - 99
(CATALYST WOULD LIKE TO REQUEST THE USE'
01- !1C U/CoTQ111C oA mIlIAI/'_` 1 A AIC 4 C11'1C1A/A 1 I! A CTCm
WORKING
HOURS
FOR STAGING
DURING
EX/SHORING
`10/06/2021 by 7'
Elite Traffic Solutions
253.886.3057
Julian Morales
TICS # 012813
J u l i a� M ora t," -
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R9-11
SIDEWALK
CLOSED
AHEAD
k
DETOUR
ZATAW63129
I
130
6'18'112
X
20'►�22'�
72ND AV W
DETOUR
M4-9b
MW
W20-1
DETOUR
SIDEWALK CLOSED
0" ROAD
WORK
AHEADD
W 210 -1
fN
IL 410.
NOT TO SCALE
CHANNELIZING DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
50/70
40
80
35/45
30
60
25/30
(20
�no
PE- in
E
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
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
5001±
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.
BUFFER DATA
BUFFER SPACE = B
SPEED(MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (FT)
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 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.
AHEAD
CROSS HERE M4-9b 6 SHALL MAINTAIN EMERGENCYACCESS AT ALL TIMES
R9-11(R)
18/01/2022 12:26:56
M
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
I I