ENG20160024.pdfPage 644
Notes for Figure 6H-6—Typical Application 6
Shoulder Work with Minor Encroachment
Guidance:
2009 Edition
1. All lanes should be a minimum of 10 feet in width as measured to the near face of the channelizing
devices.
2. The treatment shown should be used on a minor road having low speeds. For higher -speed traffic
conditions, a lane closure should be used.
Option:
3. For short-term use on low-volume, low -speed roadways with vehicular traffic that does not include longer
and wider heavy commercial vehicles, a minimum lane width of 9 feet may be used.
4. Where the opposite shoulder is suitable for carrying vehicular traffic and of adequate width, lanes may be
shifted by use of closely -spaced channelizing devices, provided that the minimum lane width of 10 feet is
maintained.
5. Additional advance warning may be appropriate, such as a ROAD NARROWS sign.
6. Temporary traffic barriers may be used along the work space.
7. The shadow vehicle may be omitted if a taper and channelizing devices are used.
8. A truck -mounted attenuator may be used on the shadow vehicle.
9. For short -duration work, the taper and channelizing devices may be omitted if a shadow vehicle with
activated high-intensity rotating, flashing, oscillating, or strobe lights is used.
10. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating, or
strobe lights.
Standard:
11. Vehicle -mounted signs shall be mounted in a manner such that they are not obscured by equipment
or supplies. Sign legends on vehicle -mounted signs shall be covered or turned from view when work
is not in progress.
12. Shadow and work vehicles shall display high-intensity rotating, flashing, oscillating, or strobe lights.
13. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity rotating,
flashing, oscillating, or strobe lights.
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Sect. 6H.01 December 2009
2009 Edition
A
Note: See Tables 6H-2 and
OM'3for the meaning
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this figure.
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December 2009 Sect. 6H.01
Page 652
Notes for Figure 6H-10—Typical Application 10
Lane Closure on a Two -Lane Road Using Flaggers
2009 Edition
Option:
1. For low-volume situations with short work zones on straight roadways where the flagger is visible to road
users approaching from both directions, a single flagger, positioned to be visible to road users approaching
from both directions, may be used (see Chapter 6E).
2. The ROAD WORK AHEAD and the END ROAD WORK signs may be omitted for short -duration
operations.
3. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
A BE PREPARED TO STOP sign may be added to the sign series.
Guidance:
4. The buffer space should be extended so that the two-way traffic taper is placed before a horizontal
(or crest vertical) curve to provide adequate sight distance for the flagger and a queue of stopped
vehicles.
Standard:
5. At night, flagger stations shall be illuminated, except in emergencies.
Guidance:
6. When used, the BE PREPARED TO STOP sign should be located between the Flagger sign and the
ONE LANE ROAD sign.
7. When a grade crossing exists within or upstream of the transition area and it is anticipated that queues
resulting from the lane closure might extend through the grade crossing, the TTC zone should be extended
so that the transition area precedes the grade crossing.
8. When a grade crossing equipped with active warning devices exists within the activity area, provisions
should be nzade for keeping flaggers informed as to the activation status of these warning devices.
9. When a grade crossing exists within the activity, area, drivers operating on the left-hand side of the
normal center line should be provided with comparable warning devices as for drivers operating on the
right -/wind side of the normal center line.
10. Early coordination with the railroad company or light rail transit agency should occur before work
starts.
Option:
11. A flagger or a uniformed law enforcement officer may be used at the grade crossing to minimize the
probability that vehicles are stopped within 15 feet of the grade crossing, measured from both sides of the
outside rails.
Sect. 6H.01 December 2009
2009 Edition
Note: See Tables 8H-2and OH -3
for the meaning ofthe
symbols and/or letter
codes used in this figure.
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ROW PERMIT NO.: ENG A* T�t
ISSUE DATE: 0/_/o
RIGHT-OF-WAY CONSTRUCTION
rd W I -LAW 16
PROJECT NAME: EM 15 19021 Ocean Ave
CONTRACTOR: Cablecom LLC
Mailing Address: 1316 Bonneville Ave. Bldg A
Snohomish, Wa 98290
State License CABLELl'971DP
City Business License #: NR -021818
Comcast - Cody Shackett
CONTACT: Cablecom LLC - Cameron Christ'
1 i
Phone 4: Cameron Christlieb - 360-739-8672
Fax #: 360-836-3174
Email #: Comcast - waconstructionjointuse@cable.comcast.com
Cablecom LLC - cameron.christlieb@cablecomIIc.net
WLiability Insurance 97 —Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION: I C1 OZ I OG AVE -
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT:
F-1 Commercial El Subdivision ❑ City Project F] Traffic Control (Only)
. ........ .
❑
Multi -Family ❑ Single Family ❑ Other
EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit? ❑ Yes 9No
ANY ASSOCIATED PERMITS? BLD# ENG#
DESCRIPTION OF PROPOSED WORK (Be Specific): FROM EXISTING COMCAST PED ON THE CORNER
OF WATER ST AND OCEAN AVE, DIRECTIONAL BORE AND PLACE CONDUIT/CABLE APPROX 200. TO EXISTING
COMCAST VAULT. RESTORATION TO MEET OR EXCEED CITY STANDARDS.
WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES 0 NO Year:
PAVEMENT CUT: 0 Yes No If yes, indicate size of cut: X.
CONCRETE CUT: E] Yes No If yes, indicate size of cut: _x.
RIGHT-OF-WAY
AREA
CLOSURE
TOTAL
DURATION
(NUMBER OF MONTHS)
Sidewalk 48 Hrs + LF
X
LF
SF
Alley 72 Hrs + LF
X
LF
SF
Parking 72 Hrs + LF
X
LF
SF
APPLICANT TO READ AND SIGN
*Traffic control and public safety shall be in accordance with City regulations as required by the City
Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification
verifying completion of the required training in their possession.
*Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be
patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS.
Indemnity: The Applicant has signed an application which states he/she hold the City of
Edmonds harmless from injuries, damages or claims of any kind or description
whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments or employees, including defense costs and attorney fees by reason
of granting this permit.
I have read the above statements and understand the permit requirements and acknowledge that I must
follow all requirements in order for the permit to be valid.
SIGNATURE C,�tftDATE 1-19-16
Contractor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE