APPROVED ENG RESUB2 BLD2024-0235+TCP+9.13.2024_10.44.05_AM+4499009PLEASE SCHEDULE
WITH DISPATCH
@ 800-343-4049 OPTA
AND PROVIDE A
COPY OF THE APPROVED
TRAFFIC CONTROL PLAN
K&D Services, as the preparer of this traffic
control 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)
Notes:
1. Maintain ped. access to
and through crosswalks
2. Maintain Min. 10' lanes
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
CHANNELIZATION DEVICE
SPACING feet
MPH
TAPER
I TANGENT
50/70
40
80
35/45
30
60
IT 25/30
20
40
Legend
Cone
Flagger
R7-T39 R7-T39
Spotter
W3-4 Be Prepared To Stop
W20-1 Road Work Ahead
W20-4 One Lane Road Ahead
W20-7a flagger
Q Work Area
Of Of
o 0
189TH PL SW
100'+/-
ROAD
�
WORK ONE LANE
M
AHEAD ROAD
AHEAD
>
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANE
Posted Speed (mph)
WIDTH
(feet)
25
11 30
1 35
1 40
1 45
1 50
1 55 1
60
1 65
1 70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
1 605
660
-
-
12
125
180
245
320
540
600
660
720
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' t
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.
passaoe — cumpuam peuesinan access
on existing sidewalk (4' min.). Clear one
must be free of overhead hazards when
pedestrians are moving through the work zone.
END ROAD
WORK
DRIVEWAY
DRIVEWAY
ENGINEERING DIVISION
APPROVED AS NOTED
0/22/2024
lWTTO SCALE
NOTIFY 13M ll�
AND PCX-KM
72 HIOURS IN ADVANCE
N
E
RESUB
Sep 13 2024 S
CITY OF EDMONDS
DEVELOPMENT SERVICES DEPARTMENT BLD2024-0235
ADDL. NMS:
PLACE SPOTTER AT ANY OPEN DRIVEWAY OR
ENTRANCE LOCATED WITHIN THE WORK ZONE TO
ASSIST TRAFFIC OUT OF WORK ZONE.
MAINTAIN DRIVEWAY ACCESS, IF UNABLE TO NOTIFY
HOMEOWNERS OF TEMPORARY CLOSURE.
PLACE NO PARKS 72 HOURS IN ADVANCE OF WORK
BEING PERFORMED.
SIDEWALK TO REMAIN OPEN WITH SPOTTER TO
ASSIST PEDESTRIANS AROUND WORK Z,NE.
CUSTOMER: EFFECTIVE
ENGINEERING PLLC
CONTACT: BEN ANSTEY
206-303-7639
LOCATION:
8908 189TH PL SW
EDMONDS, WA 98026
DATE: NNNN
W/O #
09/11/24 EE2022-112
K & D SERVICES
TRAFFIC MANAGEMENT
DESIGNED BY: WHITNEY PATERNO
OFFICE. 800-343-4049 pq �) 6k�
DIRECT.425-923-9086 WSTCS#012693
WATCP@KNDSERVICES.NET EXP.1131125