ENG20140258.PDFIIII1lIII
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CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
�rti 1 xgo PHONE: (425) 771-0220 - FAX: (425) 771-0221
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20140258
RIGHT OF WAY PERM IT (6-EUC)
Permit Number: ENG20140258 Expiation Date: 12/26/2014
Job Address: 19117 OLYMPIC VIEW DR, EDMONDS
SNOHOMISH COUNTY PUD
P.O. BOX 1107
Attn: Joint Use
EVERETT, WA 98206
SNOHOMISH COUNTY PUD
P.O. BOX 1107
Attn: Joint Use
EVERETT, WA 98206
LICENSE k: UBI: 313 005 741 EXP:
REPLACE (2) BO POLES. Both new poles will be 10' from edge of road. Will need tree trimming of limbs at both locations.
Location:
ASSESSED VALUE: $0.00 PROPERTY AREA: 0
SIDEWALK: (OXO) DURATION IN MONTHS: 0 FEE: $0.00 STREET DISRUPTION TRENCH CUT: ( 0 X 0 )
PARKING: ( OXO) DURATION IN MONTHS: 0 FEE: $0.00 YEAR OF OVERLAY: 0 FEE: $0.00
ALLEY: ( OXO) DURATION IN MONTHS: 0 FEE: $0.00
IIVDEAfATTY,- The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries,
damages or claims ofany 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 ofany legal proceedings including defense costs and
attorney fees by reason ofgranting this permit.
TIIECONTRACTDR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OFONEYEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCEOFTHEWORK.
• 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 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 DIALrA-DIG (1-800424-5555) BEFORE ANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS
THIS APPLICATION IS NOTA PERMIT UNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
RELEASED BY
Printed: Thursday, June 26, 201
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FILE COPY INSPECTOR COPY APPLICANT COPY
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STATUS: ISSUED
ENG20140258
• Poles to be placed a minimum of 10' from the travel lane (Olympic View Dr & 190th St SW).
• Restore ROW to City standards
• Restore Landscape to like or better conditions.
• Call for locates of underground utilities prior to any excavation.
• Alert affected residents and/or businesses prior to work start.
• Conform to approved working drawings and Traffic Control plan.
• Public utilities maintain 5'separation from City Utilities.
• Utility patch restoration to be in accordance with Edmonds Standard detail E2.3
• 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 from the noise limits
of ECC Chapter 5.30 only during the hours of7:00amto 6:00pmon weekdays and 10:00amand 6:00pmon 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 claim 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
• &Engineering Final
PARTIAL INSPECTION
PARTIAL INSPECTION
FINAL INSPECTION APPROVED
DATE: INITIAL:
DATE: INITIAL:
DATE: INITIAL:
NOTES:
NOTES:
pt- to'RECENED
�%Y 2 0 2014
DEVELOPMENT SERVICES ROW PERMIT NO.: EN 2—'
ISSUE DATE:
RIGHT-OF-WAY CONSTRUCTION
1,4�c. i s9a PERMIT APPLICATION
PROJECT NAME: IR a ce CONTACT:
eP 0 poles U Oorn,Anc�
SM
CONTRACTOR: Phone #: _
3 a y5nAom s, 4as-�0
Mailing Address: ai0 `8 i Fax #Hwu 9-�i EArnondS : yaG.7 (6`7023
State License #: Email M rr j
hb �
►ndl n
O City Business License #: ❑ Liability Insurance ❑ Bonded
ADDRESS OR LN"fERSECTION OF. CONSTRUCTION: 19 C} v ,
O q q
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF`PROJECT:
.
❑ Commercial Subdivision U. City Project TrafficCControl (Only)
.
❑ Multi -Family ❑ Single Family ❑ Other
EUC (PUD,. VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit? 0 Yes ❑ No -
ANY ASSOCIATED PERMIT'S? # ENG#
G DESCRIPTION OF PROPOSED WORT (Be Specific) :. is Le � g . O, fo e. 5,
s n�e� t�e� �-�:�-.m:,�n o�- �m�s'g� ��%� iacA�•�onS. -
p
t•
WAS STREET.OVERLAYED WITHIN THE ? - LAST FIVE YEARS. YESEI NO. Year:
PAVEMENT CUT: ❑ Yes No If yes, indicate size of cut: x
Yes
CONCRETE CUT:: ❑: No If yes, indicate size of cut: x
RIGHT-O&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 roust 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 helshe 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 -per m-it..
I have read the above. statements.and understand the permit requirements and acknowledge that I -must
follow all requireme m orde or the permit to be valid
SIGNATURE :. DATE 5 Cl
Contractor or Age
December 2000
Table GH-3 Meaning of Letter Codes on
Typical Application Diagrams
Page 6H-5
Road Type
Distance Between Signs**
A
B
C
Urban (tow speedy &sijen+;cd
30 000)
30 (100)
30 (100)
Urban (high speed)' C4(le tvr
100 (350)
100 (350)
100 (350)
Rural
150 (500)
150 (500)
150 (500)
Expressway I Freeway
300 0,000)
450 (1,500)
800 (2,640)
' Speed category to be determined by highway agency
*' Distances are shown in meters (feet). The column headings A, B, and C are the dimensions
shown in Figures 61i-1 through 6HA6. The A dimension is the distance from the transition or
point of restriction to the first sign. The a dimension is the distance between the first and second
signs. The C dimension is the distance between the second and third signs. (The third sign is the
first one in a three -sign series encountered by a driver approaching a temporary traffic control
zone.)
Formulas for L are as follows:
For speed limits of 60 km/h (40 mph) or less:
L= S (L= WS2)
165 For speed limits of 70 kmlh (45 mph) or greater.
L = W6 (L = WS)
1.Where: L = taper length In meters (feet)
W = width of offset in meters (feet)
S = posted speed limit, or off-peak
85th-pementile speed prior to work starting,
or the anticipated operating speed in km/h (mph)
Sect 61i.01
30 m
(100 tt)
MAXIMUM
One Lane Two -Way Traffic Taper
30 m (100 it) MAXIMUM
OR
OWNER/CONTRA^TOR IS RESPONSIBLE FOR
EROSION CJNTIOI. AND DRAINAGE
Typical Application 10
APPROVED AS • NOTED s-L&Loi
BY WGINEERING
Date: 2 (o i
N
MR
PUBLIC UTILITY DISTRICT NOA OF SNOHOMISH COUNTY
LOCATION 19117 OLYMPIC VIEW DR EDMONDS SOUTH COUNTYAREA
POLE NO. SE1/4S 13 T 27 R O3 DATE 4/24/14 W.O. NO. 393094
REASON FOR WORK REPLACE (2) P-4 B.O. POLES ENGINEER HORNUNG TASK 03
DRAFTER U.G. NO.
SCALE V-100'
APPROVED
& DATE PRINTED
DATE WORK COMPLETED
FOREMAN
FEES REQ'D ❑ YES ■ NO
PRIMARY OVERHEAD
❑ RESIDENTIAL
❑ COMMERCIAL
LEO NO.
SECONDARY OVERHEAD
BASIC FEE S
=8 PERMITS (DATE GRANTED)
METER/CONY. POLE g ❑ TREE TRIM
PRIMAR-Y UNDERGROUND ❑ STATE
❑ RESIDENTIAL ❑ COUNTY
❑ COMMERCIAL ! CITY
BASIC FEE g ❑
LEu No. EASEMENTS
o$ _� ❑ REQUIRED ■ NOT REQUIRED
SECONDARY UNDERGROUND
BASIC FEE g
@$ _� DATE RELEASED
UNDERGROUND PLAT FOREIGN CONTACTS
BASIC FEE S = JPN$ 523E14
q. FTAS _3 ❑ JOINT TRENCH FRONTIER & CATV
STREET LIGHTING ❑ JOINT BORE FRONTIER & CATV
q. FT.LS =s ❑
POLE STENCILING
WORK IN RIGHT OF WAY FROM TO
❑ PRIMARY TAKE OFF POLE
❑ SECONDARY
q- FT.&S '=g PRE-CONST. REQUIRMENTS
MISCELLANEOUS FEES ❑ TREE TRIM ❑ PUD LOCATOR
❑ BACKHOE ■ FLAGGING
VAULT 8 0 ONE CALL DATE
PERMIT S No.
g STREET LIGHTING
$ ❑ YES ■ NO
$ READY PHASING
s
GIS WORKING
TOTAL DUE S 1 LINE FINISHED POLE,
DATE PAID XFMR
RECEPT NO. JOINT USE
SERVICE ORDER NO. LOCATION MAP PAGE 454 H3
O EXISTING POLE -
X EXISTING POLE -TO BE REMOVED
• NEW POLE
)1( NEW POLE TO REPLACE EXISTING POLE
DATE
SUBSTATION MAPLEWOOD
CIRCUIT No. 12-345 PHASE 123
ENGR'S TEL_ a
425-670-3214
£NGR'S CELL #
425-210-8388
1 2 3
REMOVE 37.5KVA
HANG 37.5KVA
OA 4-46
SET 5W POLE 2' NORTH OF EXISTING AS STAKED
FRAME PER ASSEKXY 12F311 & 12F312
INSTALL 3/8' DOWN GUY TO 8- ANCHOR IN EXISTING LOCATION
REMOVE SL-2467
HANG NEW LEO STREET LIGHT -TYPE A' SL-
TRANSFER PRI & NEUT
STRIP. -TOP & ABANDON OLD POLE TO FRONTIER
4-47
SET .45' POLE TIGHT SOUTHEAST OF EXISTING AS STAKED
FRAME PER ASSENI-Y 12F339 W/r ALLEY ARM & 12FSGI
REMOVE XFMR •37-6737 SERE
HANG 128/249 37.5KVA XFMR• ! SERE
i
SEC VOLT
i
TRANSFER PRI RISER USING 24` STANO-OFF BRACKETS
INSTALL NEW 3'SEC RISER & SET LARGE CONTROLLING PED
W/3 4-POSITION BARS 4• NORTH OF POLE AS STAKED
RUN 5iroF 358 KCM TPX FROM XFMR TO PED IN CONTINUOUS 3-CONOUIT
TRANSFER PRI. NEUT & (2) OH SEC SERVICES
I
STRIP. TOP & ABANDON OLD POLE TO FRONTIER
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