ENG2020-0433RIGHT OF WAY EUC PERMIT
PERMIT NUMBER
City of Edmonds
13]
www.cityofedmonds.gov
Description: ZIPLY-POTHOLE FOR DUCT BANK FOR CITY WATERLINE REPLACEMENT
ISSUED: 12/03/2020
Address: 21412 96TH AVE W EDMONDS WA 98020-3961
EXPIRES: 06/03/2021
Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27032500107000
NAME TYPE NAME ADDRESS PHONE
APPLICANT ZIPLY FIBER 1800 41ST ST, EVERETT WA 98201 (425)949-0230
CONTRACTOR PACIFIC CABLE CONSTRUCTION PO BOX 573, WOODINVILLE WA 98072 (425)348-7735
OWNER BROWN LESLIE K 21412 96TH AVE W, EDMONDS WA 98020
FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT
$40.00 $0.00
ENGINEERING INSPECTION FEE
$220.00 $0.00
RIGHT OF WAY STANDARD - EUC PERMIT FEE
$330.00 $0.00
•
REQUIREMENT TYPE
NOTES
TRAFFIC CONTROL 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 posession.
RESTORATION 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
WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final
inspection and acceptance of the work.
INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM
24 HR NOTICE REQUIRED
INDEMNITY
The Applicant has 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 any legal proceedings including defense costs and attorney fees by reason of
granting this permit.
f
ii
RELEASED BY
THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW
iPJ19919yft
DATE
Printed: Thursday, December 03, 2020 2:33:26 PM 1 of 2
-KRWOF WAY EUC PERMIT
PERMIT NUMBER
City of Edmonds
Ave N, Edmonds WA •:• •ENG2020-0433
www.cityofedmonds. ov/425.771.0220
CONDITIONS
CONDITION TYPE
Easement and/or permission from adjacent property owner is required prior to entry or work within
ADJACENT PROPERTY
an adjacent property.
Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or
DAMAGE TO FRONTAGE
frontage improvements in city right of way per city standards that is caused by or occurs during the
IMPROVEMENTS
permitted project.
Alert affected residents and/or businesses prior to work start.
Verify clear bore crossings.
ENGINEERING OTHER
Restore landscape to like or better conditions.
Call for required inspections as noted.
ESC REQ
Maintain erosion and sedimentation control per City and SWMMW standard requirements.
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
HOLD HARMLESS
issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any
requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
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 of 7:OOam to 6:OOpm on
SOUND OR NOISE
weekdays and 10:OOam 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.
All utilities shall be located prior to any excavation. New locates shall be called for if at time of
UTILITY LOCATES
excavation, original locates are no longer identifiable.
INSPECTIONS
INSPECTION TYPE DATE
RESULT
COMPLETE
X-2 ENGINEERING FINAL**
E-7 RESTOR LIMITS
Printed: Thursday, December 03, 2020 2:33:26 PM 2 of 2
.I OF EUA.1n.
ANC. I sc) u
RECEIVED 11/2/20
ROW PERMIT NO.: ENG 2020-0433
ISSUE DATE:
RIGHT-OF-WAY CONSTRUCTION
PERMIT APPLICATION
PROJECT NAME: 51419-WO872495-6422.010
CONTRACTOR: Pacific Cable Construction
Mailing Address: PO Box 573, Woodinville, WA 98072
State License #: 3636CON1096
City Business License #: PACIFCC954PJ
CONTACT: Traci West & Mike HaKahan
Phone #: 360-563-9000 & 425-949-0230
Fax #:
Email #: traci.west@atcotelecom.com & mike.hakahan@ziply.com
❑ Liability Insurance ❑ Bonded
ADDRESS OR INTERSECTION OF CONSTRUCTION: 96th Ave W at 214th & 216th
ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT:
❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only)
❑ Multi -Family ❑ Single Family ❑ Other
V EUC (PUD, VERIZON, PSE,
COMCAST, OVWSD):
Is this permit part of a blanket permit?
ANY ASSOCIATED PERMITS?
❑ Yes 9 No
BLD# ENG#
DESCRIPTION OF PROPOSED WORK (Be Specific) Telecommunications and broadband provider Ziply
Fiber at 1800 41st St, Ste N100, Everett, WA 98203 to pothole for measurements of duct bank regarding the City
project Phase 11 Waterline Replacement per Russell Lynch, Edmonds Engineer.
WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES SZ NO ❑ Year: 2015
PAVEMENT CUT: NV Yes ❑ No If yes, indicate size of cut:
CONCRETE CUT: ❑ Yes g No If yes, indicate size of cut:
10" x 10"
x
RIGHT-OF-WAY
CLOSURE
AREA
I
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 DATE 11 /2/2020
Contractor or Agent
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
END ROAD
WORK
0 0 0
0
11
W3-4 SCHEDULE RESTORATION LIMITS
INSPECTION ONCE POTHOLING IS
COMPLETE FOR INSPECTOR TO
DETERMINE FINAL RESTORATION
REQUIREMENTS.
0
0
0
N
a7
N
96th Ave W
0
0
0
0
0
0
0
0
0
n
0
0
0
DO
❑°
0
A
W3-4
Yw
END ROAD
WORK
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
0♦ OWNER/CONTRACTOR IS RESPONSIBLE FOR
0 EROSION CONTROL AND DRAINAGE
FREEWAYS &
EXPRESSWAYS 35�55 MPH
RURAL ROADS 45 55 MPH
URBAN ARTERIALS 35 40 MPH
URBAN STREETS
RESIDENTIAL & 25/30 MPH
number BUSINESS DISTRICTS
200" t
ENGINEERING DIVISION
APPROVED AS NOTED
12/02/2020
END ROAD
WORK
96th Ave W
0 0 0 0 0
0
0 0
0� 0
0
0
r
iAp �O
I ❑
W3-4 0
N
TRAFFic c-nNiTRni Pi AN I 11/2/20l PH2
A
0 0 0 0 0
0 0 ►
0
0 0
FREEWAYS �c
EXPRESSWAYS
35/55 MPH
RURAL ROADS 45 55 MPH
URBAN ARTERIALS 35 40 MPH
URBAN STREETS
RESIDENTIAL & 25/30 MPH
number BUSINESS DISTRICTS
(ORS -AS_. PER WI
200" t
2421.107\
AE—IM 25 26
PINE ST
6 FTTP MULTIPORT
HLLKWAXX H5012,137-142
2421.101
AE 50 26
21513 98th Ave W, Edmonds, WA 98020, USA
c
1000
6 FTTP MULTIPORT
HLLKWAXX H5012,257-262
2422.101
AKF 25 24
(6)4"PVC
2422.101
SS 900 24
2422.101
SLM 900 26
216TH PL SW ,"/
— — — — — — —
D
i m
I�
W�
D
im
At 5U 2b
- 2421.101
AE 25 24
'2512
144 R N
HL XX FC1
XD,11 —144
500
6 FTTP MULTIP
►' m
E1
Ziply Fiber
Mike Ha Kahan
Ziply OSP Engineer
1800 4111 Street, Everett WA 98201
mike.hakahan@ziplly.com
425-949-0230
Area is mostly aerial facilities represented by a
solid line in most cases.
Existing underground manhole system duct
bank of 6 - 4" PVC conduits is running north
and south along 96th Ave W through the entire
project area. Underground cables of concern
are in red font color. A few cables run along
215th PI SW but the mainline cables of major
concern are running north/south along 96th
Ave W.
Ziply Fiber Project
Exchange: 51419
Work Order: WO872495
HLLK-RDMV Edmonds Phase 11
Waterline Replacement
96th Ave W at 214th & 216th
Print 1 of 3
k
o,
HIM J t) 0, &Z
9605 216TH PL SW 6"PVC IE 353.90 (E)
12" CONC 1E 353.90 (W)
EX CB 5079
RIM 357.84
12 " P VC IE 354.94
12" CONC 1E 354.56
12" CONC IE 354.56
POSSIBLE POTHOLE
L OCA 77ON FOR UNMARKED
DUCT BANK 12 t
EX SSMH 5091
RIM 358.79
8" CONC IN (S)
8" CONC IN (N)
8" CONC OUT (W)
CTR CHNL 354 7�
RIM 362.03 HIM .55.? 96
12" PVC IE 359.15 (W) 12" CONC IE 356.75 (S)
„L 12"PVC IE 359.05 (E) 12- PVC IE- 356.70 12" CONC IE 356.70 (N)
9610 216TH PL SW
I
IPA
WVN X,
EX CB 5084
RIM 357.06
6" PVC IE 354.43 (E)
s " P VC IE 354.01 (W)
18" PVC IE 353.11 (5)*
*VISIBLY VERY LITTLE WATER
FLOWING IN FROM TMS P)PF
21607 96 TH AVE W
5080
12 " P VC IE 3.54.20 (N)
EX FIRE HYDRANT
i .
I, 26 V0 �,
-.• �. . I . x CONNECTION 67
1 B26+24. 49, 8. 50 L T
4 SEE DETAIL, THIS SHEET
�. _ I �.� : INT 826+11.25 216TH PL SW
S = 96 TH A VE W
N=296585.5240
i . W E=1264874. 8393
. r
WVN 355,57
a
2 76159 TH AVE W
11UIV
New water pipe being installed by City of
Edmonds, shown as a dark black line.
This proposed construction is crossing a
Ziply Fiber underground duct bank
system.
Please pothole existing 6-way 4" PVC
duct bank to provide the below
information.
Location:
Pavement thickness:
Size:
Materials:
Depth to top of duct bank:
Depth to bottom of duct bank:
Ziply Fiber
51419-WO872495
print 2 of 3
9605 214 TH PL" SW
'274TH PL SW
r This new water line is coming very close
to a Ziply Fiber underground duct bank
' system.
L:
We will want to know about how far away
.:..::._ our duct bank system is from the end of
the proposed water pipe.
J �_
LSS.
--..-=_ Please pothole existing 6-way 4" PVC
,4+.0. : duct bank to provide the below
information.
` Location:
`•_
Pavement thickness:
71
-X CB 2930
?'IM 35 1. 60
9" CONC IE 350.68 (W)
'2" CONC IE 349.60 (E)
274TH PL SW
Size:
Materials:
Depth to top of duct bank:
Depth to bottom of duct bank:
21412 96 TH AVE W EX CB 3080
RIM 341.30
12" CONC IE 33& 39 (S)
12" PVC IE 338. 44 (SE) b ,
12" CONC IE 338.39 (N) - - .� '.'. . _:ijl 27428 95TH PL W
B35+67.59, 7. CO' RT `�` I { { 1 II
1-8" 45' BEND, RJ EX CB 3079 I { I II
W1 CONC BLOCKINC RIM 341.48
12" PVC rE 3.39.06 NW f'
.I JJ :I f I EX SSMN 3078
RIM 343.27
S" CONC IN (W)
r)
�" CONC IN s
I I 8" CONC OUT N
D�II _i" f II CTR CHNL 336.37
INT B36+11.98 274TH F
- r -.--�--.--- -. -. • � .i�,��, I. I ;-96TxAVE W
N=297161.8443
S$ -. - r qFT - i E=1264853.1262
r. `` i_�S j EX SV MH 3076
� RIM 344.16
23' b�". /. =-`��` i- i- . '{�"i. I 12" P VC IE 341.06 E
12 CONC IE 339.33 (W)
IS" CONC IE 337.64 (5)
8_ .ter �• I j 18" CONC IE 336.41 (N)
- - - - x ` l I RIM 344. IS
- --�
- I ti• - - ' x 12 " P VC IE 340.93 (W)
7 I .---1 - - WVN 342.47
EX CUL V 12" DI EX CUL V 4"PVC .f --=
IE 345.76 W IE 343.94 (5) � � � ,}_•J. •. '. '. • . to ca..._ -I. f�-{
EX CULV 12'
IE 343.06 lo:r_I�[ �, • ' {'.� � i ` �
EX SSCO l f f - 21415 96 TH AVE W
RIM 347.53 ,
IE 342.33 WVN 342.78
CONNEC T7ON B8 I (n �D f = I +
835+93.92, 2320 RT
r'
SEE DETAIL, THIS SHEET I rti
9602 214TH PL SW EX CB 3075
RIM 344.33 I G
12 " CONC IE 343. 07 (W)
12" CONC IE 342.68 (S) + + J
12" CONC IE 342.47 (E) I I Cn
12 " CONC IE 342.98 (N)
Ziply Fiber
51419-WO872495
print 3 of 3