ENG20160507.pdfC,IT'Y O�F EDMONDS
121 5TH A VENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20160507
Job Address: 7609 238TH PL SW EDMONDS Location: 23th Pl sw and 76th Ave W to Edmonds Way
APPLICANT CONTRACTOR
Wave DIVERSIFIED NORTHWEST, INC
GO Jayson gregory C/O JIM O'DELL
401 Parkplace Center 13619 MUKILTEO SPEEDWAY, STE D-5 BOX 616
Suite 500 - LYNNWOOD, WA 98087
Kirkland, WA 98033 (425) 710-0753
LICENSE #: DIVERNI032D5 EXP: 06/06/2018
and utility poles
ASSESSED VALUE: $0;00 PROPERTY AREA: 0
SIDEWALK: ( OXO) DURATION IN MONTHS: 0 FEE: $0„00
PARKING: ( 0X0 ) DURATION IN MONTHS: ' 0 FEE: $0;,00
STREET DISRUPTION TRENCH CUT: ( 0 X 0
YEAR OF OVERLAY: 0 FEE: $0,00
INDEMATTY The Applicanthas signed an application which states he/she holds 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 but not limited to the defense of anylegal proceedings including defense costs and
attorney fees by reason ofgranting this permit.
THECONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FORA PERIOD OF ONEYEAR FOLLOWING THEFINAL
INS PEC TION AND ACCEPTANCE OF THEW O RK
• 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
possesion.
• Restoration is to be in accordance with City codes. All street -cut trench work shallbbe patched with asphalt or City approved
material prior to the end of the workday- NO EXCEPTIONS.
• Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL,A-DIG (1-800-424-5555) BEFORE ANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS
THIS APPLICATION IS NOTA PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED„
Printed: TuesdM,JanuarvN',201
CG���tti�ra WayGanol 1���r/2a17
RELEASED BY DATE
EJ FILE COPY ❑ INSPECTOR COPY 0', APPLICANT COPY
. Restore ROW to City standards
• Restore Landscape to like or better conditions. -
• Alert affected residents and/or businesses prior to work start.
• Conform to approved working drawings and Traffic Control plan.
• Maintain erosion & sedimentation control. Keep street clean.
•> Call for required inspections as noted.
• Traffic Control per approved plan and MUTCD. Refer to City of Edmonds traffic control requirements.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the permitted project.
• Sound/Noise originating from temporary, construction sites as a result of construction activity are exempt fromthe noise limits
of ECC Chapter 5.30 only during the hours of 700amto 6:OOpm on weekdays and 10:00am and 6:OOpm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance
provision.
• E_Traffic Control Crossing Hwy 99
• E -Engineering Final
PARTIAL INSPECTION DATE: INITIAL: NOTES:
PARTIAL INSPECTION DATE: INITIAL: NOTES:.
FINAL INSPECTION APPROVED DATE: INITIAL
�'.Dbk
ROW PERMIT NO.. ENGdM& Z C15Z'1)
ISSUE DATE:
RIGHT-OF-WAY CONSTRUCTION
PERMIT APPLICATION
PROJECT NAME: 100010363 INTERCONNECT
CONTRACTOR: Diversified Northwest Inc.
...........-- -- - -- - ---......................... .... ------- ----.....
Mailing Address: PO Box 616 Lynnwood, WA
---.._-_--------
State License #: DIVERNI032D5
City Business License #: NR -021629
.,Ulu
`itI
3101 DIVISION
CONTACT: Jayast�lro (.;1-eg0ry/.It)sl1 I.�.win
Phone #: 253-682-9223/425-308-7280
_..
Fax #:
Email #: jagregory/jervin@wavebroadband.com
----------------------- ._.._ _ ...._ —
X Liability Insurance X Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION: 238th P1 SW and 76th Ave W to Edmonds Way
�m„
.. . ..
ROW WORK�ASSOCIATED.a WITH THE IO
LL.O.�W.�.I...NG TYPE OF PROJECT:
..
Commercial Subdivision �t Project Traffic Control
Multi -Family Single Single Family Other
X EUC (PUD, VERIZON, PSE,
COMCAsT, OVWSD):
Is this permit part ol'a blanket permit? ❑Yes X No
ANY ASSOCIATED PERMIT S9 BLD
DESCRIPTION OF PROPOSED WORK (Be Specific) ,
AERIAL OVERLASH APPROX 1800' EXISTING CABLE AND UTILITY POLES
VERLAYED WITHIN THE LAST FIVE (5) YEARS? YES � ] NO � � Year
WAS STREET O. _............ _ �_...w ..,... _ �.. .,
PAVEMENT CUT: E] Yes -� No If yes, indicate size of cut: m „w x
Y x
CONCRETE CUT: Yes No If es indicate size of cut: ,... y ..............
RIGHT-OF-WAY DURATION
AREA TOTAL
CLOSURE (NUMBER OF MONTHS)
LSidewa1k48Hrs+ LF X LF SF
72 Hrs + LF X LF SF
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. It
I have read the above statements and understand the permit re irements and acknowledge that I must
j
follow all reacirements it to'be�al
SIGNATURE
DATE f /;,f -/ / 7
Contractor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
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Page 652 2009 Edition
Notes for Figure 614-10—Typical Application 10
Lane Closure on a Two -Lane Road Using Flaggers
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 made 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-hand 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 maybe 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. 614.01 December 2009
2009 Edition
Figure 61-1-10. Lane Closure on a 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.
I�
50 to 100 ft
Typical Application 10
50 to 100 ft
Page 653
III
December 2009 Sect. 6H.01
2009 Edition
Figure 61-1-6. Shoulder Work with Minor Encroachment (TA -6)
E*i
A
r
Note: See Tables 6H-2 and
6H-3 for the meaning
of the symbols and/or
letter codes used in
this figure.
.Work vehicle
Truck -mounted
attenuator
(optional)
Buffer space
(optional)
0 1/3 L
Typical Application 6
Page 645
December 2009 Sect. 6H.01
Page 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.
Sect„ 6H.01 December 2009
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