7107 179TH ST SW.PDFiiiiiiiiiiii1228
7107 179TH ST SW
1D APP Pfze�/ ara*ago laci 1 �3
City of Edmonds Permit No":
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: 0 / 7- 3
A. Address or Vicinity of Construction: 7107 179th St SW
B. Type of Work (be specific): Extend service to customer by trenching app. 85 -ft on R/W shoulder.
No hard surface trenching or lane closur"es.
C. Contractor: SMPr! a 0orp Contact: Bill Schreiner
Mailing Address: P 0 BOX 945'. Enumclaw, WA 9800?Phone: 206-200-5003
State License #: schrec*0446E Liability Insurance: Bond: $
D. Building Permit # (if applicable
Side Sewer Permit # (if applicable):
E. ❑ Commercial ❑ Subdivision ❑ City Project ® EUC (PUD, VERIZON, PSE, AT& T, OVWD)
❑ Multi -Family ❑ Single Family [ Other C.6mcast
INSPECTOR: Nl�oa►l{ic.��S
F. PAVEMENT CUT: ❑ YES [A NO % G. SIZE OF CUT X
CONCRETE CUT: ❑ YES ® NO
r .
INDEMNITY. • Applicant understands by his/her signature to this application 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 any legal proceedings including defense
costs and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOW/NG THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
♦ 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. All street -cut trench work shall be/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) PRIOR TO BEGINNING WORK
I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THAT I MUST MAKE THE PINK COPY OF THE PERMIT AVAILABLE. ON SITE AT ALL TIMES FOR INSPECTIONS
Signature.,
(Contractor or Agent)
FOR. CITY USE ONLY
Approved by: Right-of-way Fee: «¢0
Time Authorized: Void After 1 ;L / 1q l 1403 Disruption Fee/Fund 111:
Special Conditions: .5' �`CFA<,lL..4VAA Restoration Fee:,,,
Total Fee:
No: .-,) ~ ,� i)
Date. 09/ 29/ 2003
)y:
•. .
UPON COMPLETION OF PERMI.TTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220; Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK. DATE:
Inspector's Signature
For inspection requirements see Engineering Inspection Information handout.
R/W
Comcast of CA/CO/TX.WA, Inc.
Extend drop to 7107179th St SW
EDMONDS - LY03
Open trench approximately 85' to take a drop wire to customer.
All disturbed areas will be restored to existing or better condition.
Clean and sweep job site during and after completion of project.
Traffic and trenching plans enclosed.
61 ft trench —
...........................
E/P Existing
Pedestal
E/P
R/
'Continue trench on
private property
7107
A
I.
rson
.....I
4 ft
179th St SW
It
NOT TO SCALE
INFO BASED ON
FIELD SURVEY
09/2942003 10:51 FAX 2538644389 COMCAST C4-BLE
WJUU4
Ccomcast
Trenching Project
PROJECT'S TIMELINE AND PROPOSED HOURS OF OPERATION:
• Timeline — Within the guidelines set by the municipality.
• Work Hours —The entire project area will be conducted from 7:00 AM to 7:00 PM or
as specified by the City of Edmonds Inspector.
Traffic Control Plan
1. The standards and guides of the latest version of the MUTCD or the set-up as
per the City Code shall be followed at all times.
2. A copy of the Permit and Traffic Control Plan shall be on -site with all
contractors during the project.
3. All contractors, will avoid parking on sidewalks and shoulders and will take the
lane and follow the proper traffic control set-up for the given situation.
4. Pedestrian access shall be maintained through or detoured around all
worksites.
5. Please find attached the traffic control plan for the various types of work sites
that will be encountered during the project.
6. Flaggers will be used only when all other methods of traffic control are
inadequate to warn and direct drivers. Only licensed flaggers will be used on
the project.
7. If situations occur when questions arise about proper traffic control set-up the
solution will be determined in the field with the Comcast Construction Rep.
and the City Inspector.
Work along the
road with minor 200_ft
encroachment:
cone -off vehicle with
taper and place MEN
WORKING OR MAN
WITH SHOVEL signs
before and after work
zone.
60-ft mA
200-ft M/1
i - _+
I
Depth =
W 36-inch minimum
0- Compatible w/
other utilities 36" I I I I II I �I I II
� Shoring required =1
at 4-ft +
Pavement Cuts
0- T-cut 1-ft wider
than trench I I I I 1=1 I I I I 1=1
0- Neat -line saw -cut
or j ackhammered 12-1$"
edge
0
co
11
ca
to
0
0
w
r
0
w
Iw
w
�00
w
Go
I
CLEANING: All Streets and roads are required to
be cleaned and swept both during and after the
installation work.
0- Mechanical Vacuum is preferred method
CONTAINMENT: All un-restored shoulders or
material storage areas are required to be contained
with reflective barricades.
� All trench backfill shall be mechanically
compacted to 95 percent of maximum density
using 1-ft loose lifts with whacker or 2-ft loose
lift with a hoe pack.
■� If proper compaction cannot be achieved with the
native material, new import material is required at
the 95 percent rate.
0- As an alternative, CDF can be used in a design
mixture approved by the County Engineer.
0
All disturbed areas shall be restored to
existing or better conditions
Trench parallel to road:
■- Shoulder - Match existing surface conditions
W Pavement - 6 1/2 inches of crushed surfacing material
and asphalt concrete Class B at 2- inches minimum or
same thickness if greater..
Trench across road (immediate cold mix patch):
Asphalt - Permanent hot mix patch at same thickness
or 2-inches and sealed.within 30 days.
W Concrete - saw cut and pored with mastic joints, eight -
sack mix, either type II of III cement, within 30 days.
A
1nc.189v
August 30, 2001
CITY OF EMONDS GARY.HAAKENSO
MAYOR
121 5TH AVENUE NORTH • EDMONDS. WA 98020 • (425) 771-0220 • FAX (425) 771-0221
Website: www.ci.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning • Building • Engineering
Dan Everhart
3617 SW Cloverdale St.
Seattle, Wa. 98126
Re: Sewer Connection 7107 179t1i St SW
Dear Mr. Everhart:
We have reviewed your letter dated August 28, 2001, for an extension of the deadline for sewer
connection on the above referenced property. We hereby grant an extension to reflect a new deadline of
September 21, 2001 or prior to occupancy of the house, whichever comes first. The house will also be
"red tagged" for occupancy until the sewer is connected. Additionally we will waive the fines being
imposed for the violation, contingent on your connecting to the sewer prior to September 21, 2001.
The extension and waiver is granted based on the following information:
1) The property is currently vacant and is therefore not contributing sewage to the septic system and
soils in the area.
2) The prior notification regarding the deadline was not received due to extenuating circumstances
detailed in your August 28, 2001 letter.
If you have any questions regarding this extension please contact Don Fiene at 425-771-0220, ext. 1323.
Duane Bowman
Development Services Director
cc: Jeannine Graf, Building Official
Jason Tourtellot, Code Enforcement Inspector
Dave Gebert, City Engineer
Don Fiene, Assistant City Engineer
Ann Bullis, Assistant Building Official
Incorporated August 11, 1890
Sister Citv - Hekinan, Japan