ENG2021-0073 APPROVED REVISION 1OF WAY EUC PERMIT
PERMIT NUMBER
City of Edmonds
AveRIGHT
98020 ENG2021-0073
www.cityofedmonds.gov
Description: ZIPLY-ADJUST COMM LINE @ 238TH/100TH & 220TH/100TH (REV. 1)
ISSUED: 03/05/2021
Address: 23726 100TH AVE W EDMONDS WA 98020-5631
EXPIRES: 09/03/2021
Permit
rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 27033600400500
i
NAME TYPE NAME ADDRESS PHONE
APPLICANT ZIPLY FIBER 1800 41ST ST, EVERETT WA 98201 (425)949-0230
CONTRACTOR ZIPLY FIBER 1800 41ST ST, EVERETT WA 98201 (425)949-0230
OWNER RED SEA PROPERTIES, LLC 15423 36TH AVE SE, BOTHELL WA 98012 (206)391-0529
FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT
$40.00 $0.00
ENGINEERING INSPECTION FEE
$110.00 $0.00
ENGINEERING REVISION REVIEW FEE
$55.00 $0.00
RIGHT OF WAY MINOR - EUC PERMIT FEE
$110.00 $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.
THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW
3/16/2021
DATE
Revision 1 (revised TCP to fix lines touching signal pole at SR-104 and 236th) issued 3/16/21. See Pages 9-10 of PDF for revision.
Printed: Tuesday, March 16, 2021 9:18:28 AM 1 of 2
-KRWOF WAY EUC PERMIT
PERMIT NUMBER
City of • • •
Ave•:• •ENG2021-0073
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.
It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in
DAMAGE TO FRONTAGE
City right of Ways or Easements to City Standards caused by or occurring during the permitted
IMPROVEMENTS
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.
INSPECTION TYPE
DATE
RESULT
NOTES
COMPLETE
A-1 JOB START
X-2 ENGINEERING FINAL"
E-7 TRAFFIC CTRL
Printed: Tuesday, March 16, 2021 9:18:28 AM 2 of 2
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
4W)R�
iinorder for the permit to be valid.
SIGNATURE DATE 3/4/2021
Contractor or Agent
Signed by Mike HaKahan, Sr. Design Eng representing Ziply Fiber
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
SCHEDULE TRAFFIC CONTROL INSPECTIONS WHEN AT BOTH SITES. SCHEDULE
THROUGH MBP OR BY LEAVING A MESSAGE AT 425-771-0220 EXT 1326.
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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.
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OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
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ENGINEERING DIVISION 51419-WO885104
APPROVED AS NOTED
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PAGE 3OF3
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CONSTRUCTION NOTES
WHO: City of Edmonds
WHAT: Ziply facilities are resting on top of two traffic lights, and must be raised.
WHERE: 1) Firdale Ave (100th Ave W) & 238th St SW, Edmonds — in the northbound lane of this
intersection near 23803 100th Ave W, Edmonds, WA 98020
2) Firdale Ave (1001h Ave W) & 220" St SW, Edmonds — in the southbound lane of
100th Ave W near 1160 Sea Vista PI, Edmonds, WA 98020
WHEN: ASAP
WHY: Ziply facilities are contacting a traffic light signal mast head, and a traffic light arm, at two
different locations, so they could become damaged. Edmonds has requested they be raised
immediately.
HOW: Line crew function should be sufficient. Protect facilities and seek to raise them. This
includes 200 and 100 pair copper cables, along with multiple fiber cables at the 238th St SW location.
Also 300 and 200 pair copper cables with a 216F cable at the 220t" St SW location.
EXchange:51419 HLL.K
Project: W0885104
Account: 642loOlO
Locations: Ed1YlOPIdS, WA
1) 23803 100th Ave W
2) 1160 Sea Vista PI
Ziply facilities in contact with
Edmonds light pole hardware
and need to be raised.
PAGE 1 OF 3
MINIMUM LANE CLOSURE TAPER LENGTH = L (feet)
LANE
Posted Speed (mph)
WIDTH
(feet)
25E�2'45'1
40
45
50
55
60
65
70
10
105
270
450
500
550
11
115
295
495
550
605
660
-
-
12
125
320
540
600
660
720
780
840
MINIMUM SHOULDER TAPER LENGTH = L/3 (feet)
SHOULDER
Posted Speed (mph)
WIDTH
(feet)
25
1 30
35
40
45
50
55
60
65
70
81
40
40
60
90
120
130
150
1 160
170
1 190
10,
40
60
90
90
150
170
190
1 200
220
1 240
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
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SIGN SPACING = X (1)
FREEWAYS & EXPRESSWAYS 55 /70 MPH
1500't
RURAL HIGHWAYS 60 /65 MPH
800't
RURAL ROADS 45 /55 MPH
500't
RURAL ROADS & URBAN ARTERIALS 35 /40 MPH
350't
RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200't (2)
URBAN STREETS 25 MPH OR LESS
100'! (2)
(1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
CHANNELIZATION DEVICE
SPACING (feet)
TAPER
TANGENT
480
IMPH
30
60
20
40
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155 1
200
1 250 1
305
360
425
495
1 570
1 645
1 730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 lbs.
HICLE WEIGHT
,000 lbs.
< 45 MPH
45-55 MPH
> 55 MPHL2T1.
55 MPH
> 55 MPH
100,
123'
172'
150'
APPROVAL FOR REVISION 1
ENGINEERING DIVISION
APPROVED AS NOTED
mate 9-�j,, 03/12/2021
TRAFFIC CONTROL FOR PAGE 10
PCMS
1 2
RIGHT 1 MILE
LANE AHEAD
CLOSURE
2.0 SEC 2.0 SEC
FIELD LOCATE 1 MILE i IN
ADVANCE OF LANE CLOSURE SIGNING.
9° NOTES
RIGHT LANE 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
CLOSED
LEGEND AHEAD 2. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER.
q TEMPORARY SIGN LOCATION
483. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE.
W20-51`11 4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000'(FT)
® TRAFFIC SAFETY DRUM (RECOMMENDED).
�D SEQUENTIAL ARROW SIGN 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE
TRANSPORTABLE ATTENUATOR
SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS 20'(FT).
PCMS PORTABLE CHANGEABLE MESSAGE SIGN 6. ALL SIGNS ARE BLACK ON ORANGE.
NOT TO SCALE
FILE NAME S:1Desi n R P& SW-Standardsl2-Plan Sheet Libra 102-PSL Work in Pro ressTeml TC1-TC-17 Buffer Data table re IacementlTC-3.dgn Plot 1
TIME 8,18,31 AM —Tr FED.AID PROJ.NO. Amok
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DATE 1/312018 �
PLOTTED BY Ilddelf WAS �I/ TC3�
DESIGNED BY +oe x... eR
ENTERED BY Washington State ....
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PROJ. ENGR. re DATE TRAFFIC CONTROL PLAN
REGIONAL ADM. REVISION DATE BY
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