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Page 6H-24
Notes for Figure 6H-10—Typical Application 10
Lane Closure on Two -Lane Road Using Flaggers
2003 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 fro ni hoth directions, ttttty be -used (see,,Chapter 61) - - - - - -
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 highway -rail 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 highway -rail grade crossing, the
TTC zone should be extended so that the transition area precedes the highway -rail grade crossing.
8. When a highway -rail grade crossing equipped with active warning devices exists within the activity area,
provisions should be made for keeping flaggers informed as to the activation status of these warning
devices.
9. When a highway -rail grade crossing exists within the activity area, drivers operating on the left side of
the normal centerline should be provided with comparable warning devices as for drivers operating on
the right side of the normal centerline.
10. Early coordination with the railroad company should occur before work starts.
Option:
11. A flagger or a uniformed law enforcement officer may be used at the highway -rail grade crossing to
minimize the probability that vehicles are stopped within 4.6 in (15 ft) of the highway -rail grade
crossing, measured from both sides of the outside rails.
r1
Frfl "''Vff) AS Nor ".c)
Oda V
2003 Edition
Page 6H-25
Figure 6H-10. Lane Closure on Two -Lane Road Using Flaggers (TA -10)
Note: See Tables 6H-2 and 6H-3
for the meaning of the
symbols and/or letter
codes used in this figure.
Note: 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.
I�
OR
30 m
(100 ft)
MAX
Typical Application 10
Page 6H-16
Notes for Figure 6H-6—Typical Application 6
Shoulder Work with Minor Encroachment
Guidance:
2003 Edition
1. All lanes should be a minimum of 3 in (]Oft) in width as measured to the near face of the channelizing
devices.
2. Tire trcat[icmrat shown shottlri be -used tett a tniutnr road haviiig low -speeds. lttr` I ig,hcr-spe rl tem i"C"ic - —
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 2.7 in (9 ft) 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 3 in
(10 ft) 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 hazard warning signals shall not be used instead of the vehicle's high-intensity rotating,
flashing, oscillating, or strobe lights.
2003 Edition Page 6H-17
Figure 6H-6. Shoulder Work with Minor Encroachment (TA -6)
A
0
Note: See Tables 6H-2 and
6H-3 for the meaning
of the symbols and/or
letter codes used in
this figure.
Truck-Mounted
Attenuator
(optional)
Buffer space
(optional)
1
ma
1/3 L
f
1
A
1
Typical Application 6
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0I IL D A, RECEIVED
JUL 13 2016
�.�
01 V1'EUjXP%,1,a m a Qc�,s , ce l �- co,. v
ROW PERMIT NO.: %�Nt�......
ISSUE DATE:
kLWV RIGHT -Or -WAY CONSTRUCTION
,1Nc• I B90 PERMIT APPLICATION
PROJECT NAME: SPACER INSTALLATION CONTACT: TREVOR VELASCO
CONTRr-1CI'OR: SNOIIOMISH COUNTY PUD Phone #: 425-783-5096
.........
Mailing Address: PO 13OX 1107 ATTN JOINT USE. Fax f1'
St. _._ � >JLAS.,,O�S ........
License 4: TLV
State Lic �,ma�l it: C' NOPUD.COM
City 13usiness Iaccuse ............._ 9, ��- � ❑ Liability Insurance ❑ Boni -
ded
11 ice'
ADDRESS OR INTERSECTION OF CONSTRUCTION: ,.9M1'EDMONDS WAY
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT:
Conimerual Subdnision Ctty Project - � � Traffic - ntrol ... � (Only)
.... ❑,m �m.� ffic Co (Only)
❑ Multi -Family 0 Single Family [] Other
V EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit? ❑ Yes ❑ No
ANY ASSOCIATED PERMITS. 13LD
DESCRIPTION OF PROPOSED OSED WORK (Be Specific) STALLING OVERHEAD SPACERS WEST
OF OUR DOUBLE CIRCUIT/BUCK POLE. WILL BE BLOCKING ONE LANE. OF'TRAFFIC ON
97TH AVE W TO INSTALL THE SPACERS. THESE, SPACERS WILL FIX WIRE. SLAPPING ISSUES
AND HELP RELIABILITY ALONG WESTGA'TE 405
1�REST ...
O ❑ Year, OVERLAYED WITIIIN1TIL LAST FIVE (5) YEARS? YES NT
PAVEMENT CUT: ❑ Yes ❑ No If yes, indicate size of cut:.m........_,...... r_.r-_ N
CONCRETE LUT: ❑ Yes No If yes, indicate size of cut: _mIT
RICHT -OF -WAY AIth,A I TOTAL tNUI1�I131��RO1' ON
ON
- (11;O:�`URF"
SideYvallc 48 Hrs +
LF X
LF
SF
Alley 72 Hrs +
LIQ' X
LF
SF
Parlciug 72 IIis +
t
LF a
LI'..
�
Sr
APPLICANT TO READ AND SIGN
*Traffic control and public safety shall be in accordance with City regulations as requirecl by the City
Eiigitteer. Every flagger must be trained as requirecl by (WAC) 296-155-305 and must have certification
verifying completion of the required training in their possession.
*Restoration is to be in accordance rvitli City codes oral Stanclards. All street -cut trench work shall be
patcliecl wilh 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 react the above statements and undei;stancl the permit requirements and acknowledge that I must
follow all requirements in order for the permit to be valicl.
y , /� ��
SIGNATURE i �~� �' '� i 6
Contractor or Agent
NO WORK S14ALL BEGIN PRIOR TO PERMIT ISSUANCE