BLD2022-0694_Traffic_Control_Plan_12-28-2023_APPROVED_TRANS_RESUB3_BLD2022-0694+Traffic_Control_Plan+8.31.2023_5.17.09_PM+3759868_(Bertrand_September_2023)FAWW5
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SIGN SPACING
= X
FREEWAYS & EXPRESSWAYS
55/70 MPH
1500'±
RURAL HIGHWAYS
60 /65 MPH
800'±
RURAL ROADS
45 / 55 MPH
500'±
RURAL ROADS & URBAN ARTERIALS
35 /40 MPH
350'±
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
25 / 30 MPH
200'± (2)
URBAN STREETS
25 MPH OR LESS
100'± (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.
Li
ONE LANE, TWO-WAY TRAFFIC TAPER SPECS
TAPER TYPE
LENGTH (feet)
# OF DEVICES
UPSTREAM TAPER
50' TO 100'
6 DEVICE MIN.
DOWNSTREAM TAPER
50' TO 100'
6 DEVICE MIN.
TABLE (1)
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
PER
TANGENT
50165
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
FLAGGERS SHALL CONFORM TO Approved by:
WAC 296.155.305 & 468.95.302
1FMt2Q.rtc?11 y�acZ4�a'
9/27/23
*W20-1
ROW closures during the week will happen at the following times:
• Demolition of old sidewalk -1 work week (open at the end of the work day)
• Installation of new utilities in the sidewalk area - 1-2 work weeks (closed at night)
• Installation of new sidewalk - 1 work week (open at the end of the work day)
• Installation of new ROW landscaping - 1 work week (open at the end of the day) ONE LANE
ROAD
AHEAD
W20-4
48" x 24"
END
ROAD WORK
'-welyj
FLASHING LIGHT SHALL
BE USED FOR
NIGHT TIME CLOSURE
SIDEWALK
CLOSED
24" MIN
ROAD
WORK
AHEAD
\ W20-1
Alley closed intermittently.
TYPE II BARRICADE Times/dates TBD by scheduled
phasing.
36" x 24"
ALLEY
CLOSED
LEGEND
WORK AREA
28" REFL. CONE
*i SIGN LOCATION
�—
EXISTING TRAFFIC FLOW
FLAGGING STATION
TRENCH -LINE
.
NO PARK BARRICADE
CONTINUATION LINE
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
I PARKING
ROM 0
To I
TOW -AREA
GENERAL NOTES:
COMMUNITY
TRANSIT STOP
UNAFFECTED
HOWELL WAY
i
4W2
0-7a
6AHEAD
20-4
610
24" x 12" 674
SIDEWALK—'—'—'—'--1
CLOSED j
I
I
I
I
V I�
I
44
R9-11 I a
LOT
(NOT IN USE) I
I I SHALL MAINTAIN 11' MIN.
L _____________I I LANE WIDTH BETWEEN CLOSURE HOMELAND DR
AREA AND PARKING AREA
ALLEY 36" x 24"
ALLEY I
CLOSED:r I ;F •
■
48" x 24" w2o-7a
I
END
ROAD WORK I
fn G20-2 ONE LANE
LU I AHEAD
w2o-a
VI�
• ROAD
t WORK
AHEAD
W20-1
PINE ST
—1111N. — — —
24" x 18" _ —►
SIDEWALK CLOSED —
A=E"; II II II II IIIYIIIIDIVIII
CROSS HERE
R9-11
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. I Cn
2. NOTIFY ALL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES >
AND DATES (OPTIONAL). I LO
3. ALERT COMMUNITY TRANSIT CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE (MANDATORY) 425-348-7191 1 I t
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY
CONDITIONS.
5. ALL SIGNS MIN. 36" X 36" UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for _
spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
ADVISORY
TRAFFIC CONTROL PLAN
EDMONDS, WA N
®
E
RESU�
South County FS #17
S
275 6th Ave N
NOT TO SCAl E
Edmonds, WA 98020
8/31 /2023
IN VICINITY OF WORK AREA
BUT UNAFFECTED BY CLOSURE CITY OF EDMONDS
DEVELOPMENT
MANDATORY (for alley CIOSUFWVICES DEPARTMENT
NOTIFY ALL ADJACENT OCCUPANTS & CONTRACTORS AT LEAST 10
BUSINESS DAYS PRIOR TO START OF WORK. COORDINATE ACCESS,
DELIVERY, AND GARBAGE PICK-UP NEEDS WITH ADJACENT OCCUPANTS
Typical One -Lane, Two -Way Operation
POSTED
SPEED
O S/B 5th Ave S closed between Howell Way &
LIMIT
Homeland Dr..
SPEED
O FLAGGERS shall alternate traffic, as needed.
LIMIT
2rJ
O Pedestrians shall cross street to bypass work
area.
O Bicyclists shall follow FLAGGER instructions.
O Community Transit present but unaffected.
O Parking lane affected within work area.
O REASON: Frontage improvements, water
utility work and restoration.
48" x 24"
FEND
ROAD WORK
G20-2
24" x 18"
DEWALK CLOSE
AHEAD
4—
CROSS HERE
R9-11
FLAGGER TAPER
24" x 12"
SIDEWALK
CLOSED
R9-11
IF APPLICABLE
THESE SIGNS SHALL BE DISPLAYED
DURING NON -WORKING HOURS
ACCORDING TO RCW 47.36.200
CAUTION *W21-1701
STEEL PLATE AHEADW8-24
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
1
t20-7a
ONE LANE tW20-1
ROAD AHEAD W20-4
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
❑ YES ❑ NO INITIAL
48"' x 24"
END
ROAD WORK
G20-2
ADDL. NOTES:
• During non -working hours, traffic control shall be
removed from street and traffic will be allowed to
move freely unless full-time closure approved.
• Sidewalk closure shall remain in place during
non -working hours, as needed. Sidewalk closure
signs shown on this sheet will direct pedestrians
to opposite side of street to bypass work area.
• Work zone shall be reduced where possible to
maintain 22' of 2-way travel instead of using
FLAGGERS.
DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE
ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC
USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.
WAC 296-155-305 SECTION 9(C)
Wash ni gton 8�1
CONTRACTOR WO# PREPARED BY WASH INMON STATE TRAFFIC CONTROL
Davido Consulting Group, Inc. Pine Park 614 Chris Grose SUPERVISOR
SUPERVISOR , PROJECT LOCATION PHONE # c ..n., o— -lid
Jeremy Valdez Edmonds, WA 253-258-1419 ' M62 tiro
PHONE NUMBER DATE PREPARED SHEET # EMAIL o .„01. P10
206-523-0024 REVISED 6/26/23 DCG.01 Chris@trafficcontrolplan.net Est. 2016 -JuaLy GaAe "