APPROVED TCP GRE BORE POTHOLE 23326 HWY 99 (1)MPH TAPER
SPEED __
LIMIT
45 PACIFIC HWY SR 99
V,LE
44
19
1
a
1
1
1
TAPER TAGENT
30' 60'
i
23326 HIGHWAY 99 NB TWO RIGHT LANE BORE/POTHOLE/UNDERGROUND UTILITIES TRAFFIC CONTROL PLAN SHEET 2 of 3
'SounWVolse originating from temporary construction sites as a result of construction
activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours o
7:00am to 6:00pm on weekdays and 10.00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from
construction sites✓activNes must comply with the noise limits of Chapter 5.30, unless
a variance has been granted pursuant to ECC 5.30.120.'
LL WORK IS TO TAKE PLACE DURING OFF PEAK HOURS OF 9AM TO 3P7M
ST
PUBLIC STORAGE
250'
'. PACIFIC HWY
LIMIT
45
RtlAD
WpRif
AREA
W20-1
W20-1
ST
LGOUNTRY FARMS
- < hid
1
M/ 2
PACIFIMSPEED
LIMIT
250' 45
230'
Es
Legend
Barrel
Mile Post Marker
i Sign Stand
® traffic light
RDAO
wo>;K
ANEA
W20-1
Cl
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EVISED 1/02020
Elite Traffic Solutions
206.922.9205
Christina Moullet
7C5 �o�sr�t
MPH
TAPER
SIGN SPACING
TAPER
TAGENT
45
540'
500'
30'
60,
MPH
TAPER
SIGN SPACING
TAPER
TAGENT
25
125'
200'
20'
40'
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
All Signs & Spacing to conform to the MUTCD & The City of Edmonds Standards
23326 HIGHWAY 99 NB TWO RIGHT LANE BORE/POTHOLE/UNDERGROUND UTILITIES TRAFFIC CONTROL PLAN
76TH AV W,
MPH
TAPER
SIGN SPACING
TAPER
TALENT
45
540,
500'
30'
60'
NIPH
TAPER
SIGN SPACING
TAPER
TAGENT
25
125'
200'
20'
40'
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
Date: 8/1/2019 Author: Elite Traffic Solutions LLC Project: Highway 99 Apartments
Traffic Control Plan, Permit #
The traffic control plan is for the work of replacing overhead power (electric/cable/phone)
and moving them under the sidewalk area. The work will require a South bound, right lane
closure and a Pedestrian Flagger assisted walkway. For the pat hole/bore work a north be
2 right lane lane closure will take place at the same time.
The sidewalk is to be dosed 24/7 and after working hours the right, south bound lane will
be dosed for a barricade protected walkway.
Working hours are proposed 7:00am-6:00pm.
Contact:
An Lee, Project Manager, GRE, jleeg goodmanre.com. 206-375-3986
NOTES
1. A TMA is required for roadway 45 mph or higher. For roads 40 mph or less -
If a TMA is not available, the protective work vehicle shall be strategically located in
the field to shield workers and no roll ahead distance is specified.
2. Extend device taper across shoulder.
3. Devices should not encroach into adjacent lanes, see sheet TCP16 for
encroachment detail. The 2' lateral buffer is recommended.
4. Use transverse devices in closed lane every 1000' - when work operation
allows.
5. Traffic safety drums or tall channelization devices required for all lane
closures tapers on roadway 45 mph or higher. (Half spacing required for tall
channelization devices).
6. When used, device spacing for the downstream taper should be 20' O.C.
7. Coordinate with Region Traffic office for work hour restrictions.
CHANNELIANG DEVICE SPACING (FEET)
MPH
TAPER
TANGENT
S0r70
40
BO
36146
30
1 60
25130
20
1 40
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
1205
265
1 460
1500
1 650
11
116
165
1 225
1 295
495
1 650
1 605
660
12
125
180
1245
320 540
600
1 660
720
1 780 B40
BUFFER DATA
BUFFER SPACE = B
SPEED(MPIQ
121131
05
40 45 50
1 55 fi0 65 70
LENGTH(FT)
1 155
1 200
1 250
1 305 360 425
485 -570 1045 1 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE VEHICLE
TYPICAL PROTECTIVE VEHICLE
STATIONARY OPERATION
TYPE WITH TMA
(WITH TMA) LOADED WEIGHT
(red)
(LBS)
MINIMUM WEIGHT 15.000 LBS
4 YARD DUMP TRUCK
(MAXIMUM WEIGHT SHALL BE IN
SERVICE TRUCK
ACCORDANCE WITH
30MIN
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 ROLLAHEAD DISTANCE IS SPECIFIED
SIGN SPACING=X (FEET) (1)
FREEWAYS & EXPRESSWAYS
55170 MPH
1500±(OR AS
PER MUTCD)
RURAL HIGHWAYS
60/65 MPH
8001±
RURAL ROADS
45155 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.
All Signs & Spacing to conform to the MUTCD & The City of Edmonds Standards
(Z206
202
NCO
22.9205a Mog..lIlet