ENG2022-0370 ROW PERMITOF WAY EUC PERMIT
o
PERMIT NU M
City of Edmonds
AveRIGHT
N, Edmonds WA 98020 1 1 1
www.cityofedmonds.gov / i
�r�c. 1890
Description: COMCAST-MAINTENANCE SPLICES ON 218TH AND 88TH 84TH
ISSUED: 08/24/2022
Address: 8822 217TH ST SW EDMONDS WA 98026-7850
EXPIRES: 02/24/2023
Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00602600001900
CONTACTS
NAME TYPE NAME ADDRESS PHONE
APPLICANT OWEN SHACKEET 410 VALLEY AVE NW, PUYALLUP WA 98371 (253)341-9318
CONTACT CABLECOM LLC 19910 NORTHCREEK PARKWAY N„ BOTHELL WA 98011 (360)454-3163
CONTRACTOR CABLECOM LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)863-2628
OWNER CASEY P & KELLY H CAMPBELL 8822 217TH ST SW, EDMONDS WA 98026
FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00
RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $110.00
REQUIREMENTS
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
08/24/2022
RELEASED BY
DATE
Printed: Wednesday, August 24, 2022 2:41:49 PM 1 of 2
oe e n,y
RIGHT OF WAY EUC PERMIT
PERMIT NU�M
City of Edmonds
Ad
98020 ENG2022-031
www.cityofedmonds.gov / i
CONDITIONS
CONDITION TYPE
NOTES
ALERT RESIDENTS
ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START.
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.
MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD
ESC REQUIREMENTS
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.
SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT.
INSPECTIONS
www.mybuildingpermit.com
POTHOLING
VERIFY CLEAR BORE CROSSINGS.
RESTORE LANDSCAPE
Restore landscape to like or better conditions
Sound or 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 7:00am to 6:00pm on
SOUND AND NOISE
weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all
other times the noise originating from construction sites and 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
NOTES
COMPLETE
A-1 JOB START
X-2 ENGINEERING FINAL"
Printed: Wednesday, August 24, 2022 2:41:49 PM 2 of 2
RECEIVED
OF EVA,10 J U L 19 2022
` RIGHT OF WAY CONSTRUCTION
PERMIT APPLICATION CITY OF EDMONDS
DEVELOPMENT
Complete and submit this Application in accordance with the Submittal SERVICES DEPARTMENT
INc. 100 Requirements outlined in Right -of -Way permit Handout E6.,�.
If any field is not applicable to your project, write "N/A" instead of leaving blank.
All fields required. Incomplete Applications will be denied.
SECTION A
General Info
Project Name COMCAST - JB0000994815 EDMONDS 2
Site Address or if no site address use Property Address at NW corner of project area: 8822 217TH ST SW, EDMONDS 98026
Associated Permits: BLD PLN ENG
• applicable)
Name of CompanyCOMCAST CABLE HOLDING Franchise Ordinance No:
Point of Contact OWEN SHACKETT
Title PERMIT COORDINATOR
Address410 VALLEY AVE NW
City PUYALLUP
State WA
Zip 98371
Phone253-341-9318
Email OWEN SHACKETT@CABLE.COMCAST.COM
Contractor and Authorized Agent of Owner (see note below)
Name of CompanyCABLECOM LLC
Contractor Contacts During Construction
Primary Name CABLECOM LLC - MICHAEL FINCH
Agent Name SUNSHINE CRABBS
Title CONSTRUCTION SUPERVISOR
Title PERMIT COORDINATOR
Mobile 360-965-5085
Address 19910 NORTHCREEK PARKWAY NORTH, SUITE 100
Email MICHAEL.FINCH@CABLECOMLLC. NET
City BOTHELL
State WA
Zip 98011
Secondary Name
Phone 360-454-3163
Title
Email SUNSHINE.CRABBS@CABLECOMLLC. NET
Mobile
City of Edmonds Business License No: N R - 021818
Email
State License No: CABLEL*971 DP
V Contractor verifies it is currently bonded
Contractor verifies it currently has general liability insurance
NOTE: ECDC18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city
engineer.
❑ Multifamily residential ❑ Commercial ❑ City project
❑ Single family residential subdivision ❑ Single family -other ❑ Industrial
❑ Demo and rebuild or from vacant land?
❑ Other, please specify:
❑ Utility Franchise Work associated with development (check one of the above boxes as well)
❑ Traffic Control Only (no associated development)
City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021
Utility Franchise Work (no associated development)
Project Description
Include an overall narrative description of the proposed work. Be specific and detailed:
Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc.
Include whether this is construction, maintenance, or repair.
Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for
underground utilities, etc.)
8822 217TH ST SW, 8909 218TH ST SW
21802 87th PI W, 8623 218TH ST SW
8505 218TH ST SW, 8415 218TH ST SW
TV U NEW EZCJT .
RIGHT-OF-WAY
CLOSURE
AREA
TOTAL
DURATION
(Number of Months)
Sidewalk 72 hours +
LF
x
LF
SF
Alley 72 hours +
LF
x
LF
SF
Parking 72 hours +
LF
JxJ
LF
SF
SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTIONC.
1. The work in the right of way is on or for the following type of facilities:
❑ telecommunications d cable ❑ power ❑ gas
❑ water ❑ sewer ❑ storm
Details of Work to be Completed
1. Does the utility owner have existin overhead infrastructure in the area of work?
Yes
No
2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)?
If yes, describe:
ONE
3.
Does the proposed work connect a lot or commercial development with utilities that serve more
than one lot or commercial development?
X
4.
Does the work involve rebuilding or relocating an existing aboveground utility system which
connects a lot or commercial development to an existingunderground common utilitysystem?
X
5.
Does the work involve proposed additions to an aboveground utility system? If es:
Are the additions for the purpose of serving new commercial development?
Are the additions for the purpose of serving a single-family residential subdivision?
Details of Work to be Completed Yes No
6. 1Does your project involve rebuilding or replacing utility equipment which currently serves more X
than one lot or commercial development?
City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021
If yes, answer the following questions related to project area, i.e. the actual area in which the
project is proposed:
6a.
Does your project involve wires/cables/lines? If yes:
How many are existing? I I How many are to be added?
6b.
Does your project involve poles? If yes:
How many poles are existing in the project area?
What is the height of the existing poles?
How many poles are to be removed?
Are additionalpoles to be laced?
How many? I I What is the height of the additionalpoles?
6c.
Are any poles to be modified/rebuilt/replaced? If yes:
How many? I I What is the height of the poles after?
Describe the modification rebuild:
SECTION C
Traffic Control and Public Safety. 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. Restoration shall 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.
Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to
any permit approval.
Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials,
officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever,
foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or
omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose
acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and
specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any
respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the
expiration, revocation, or termination of any resulting permit approval.
Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and
requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to
the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal
Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable
requirements of state and federal law.
Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a
licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by
owner to act on its behalf and have authority to bind the owner to this application.
Fees. The Applicant is responsible for all permit fees.
APPLICANT SIGNATURE:
APPLICANT PRINTED NAME: Sunshine Crabbs
APPLICANT TITLE: PERMIT COORDINATOR
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
06/23/2022
City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021
=DULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
ROUTE OVERVIEW
Completed By:
LEN ENRIQUEZ
Address:
8822 217TH ST SW, EDMONDS 98026
Completion Date:
6/23/2022
Right of Way Footages:
COMCAST
Job Type:
Select
New Aerial Coax: Overlash Coax: New UG Fiber:
New Aerial Fiber: Overlash Fiber: Existing UG Fiber:
Empty Conduit Only: New UG Coax: Existing UG Coax:
Are Additional Pages Needed: No
Job Subtype:
Select
Survey Scope:
Post -Sale
Project Manager:
Select Source System:
JB0000994815
Legend
New Ped
❑
Pole
New Vault
❑v
Lock Box
Existing U/G
Footage
Existing Aerial
Text Box
New U/G
Callout Arrow
New Aerial
New Tap
Interior Path
Footage Break
Phase Identifier
Fiber Splice Point
Power Supply
Storage Loop
Hard Surface Cut
Riser
R
Abandoned Cable
I Provide Clear Construction Details
Text
❑1
PS
O
MAINTENANCE SPLICE AT EXISTING AERIAL AND GROUND
CASES AT THE FOLLOWING LOCATIONS: 6 LOCATIONS
8822 217TH ST SW, 8909 218TH ST SW
21802 87th PI W, 8623 218TH ST SW
8505 218TH ST SW, 8415 218TH ST SW
NO NEW EQUIPMENT ALL EXISTING.
RECEIVED
J U L 19 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
�W a
m
216th st SYJ
I
i
I
Fi `
�� ::■�illl:
222nd St SW
2201
- 215th St SW
215th PI sw
I _M r_�
1
8822 217TH ST SW
AERIAL
2
8909 218TH ST SW
AERIAL
3
21802 87th PI W
GROUND
4
8623 218TH ST SW
AERIAL
5
8505 218TH ST SW
AERIAL
6
8415 218TH ST SW
AERIAL
221 st PI SW
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.
loth St sw
ENGINEERING DIVISION
APPROVED AS NOTED
111 08/24/2022
VV
AS B U I LT COVER
Completed By:
LEN ENRIQUEZ
N
S
Completion Date:
6/23/2022
Address:
8822 217TH ST SW, EDMONDS 98026
I,
1�a
COMCAST
Job Type:
Select
Job Subtype:
Select
Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages
are summarized on Survey Rollup tab.
Survey Scope:
Post -Sale
Project Manager:
_
Are Additional Pages Needed: No
Select Source System:
JB0000994815
Legend
Walnut st
New Ped ❑
Pole
New Vault ❑v
Lock Box
API
Existing U/G
Footage 150'
til•.�-:: s,
Existing Aerial
Text Box Text
=
New U/G
Callout Arrow
New Aerial
{
New Tap
Interior Path
0
Footage Break
Phase Identifier
)„t, P' s.v
Fiber Splice Point 04
Power Supply Ps
Co
Hard Surface Cut O
Storage Loop
®
Riser
Abandoned Cable
Provide Clear Construction
Details
MAINTENANCE SPLICE AT EXISTING AERIAL AND GROUND
CASES AT THE FOLLOWING LOCATIONS: 6 LOCATIONS
8822 217TH ST SW, 8909 218TH ST SW
21802 87th PI W, 8623 218TH ST SW
8505 218TH ST SW, 8415 218TH ST SW
NO NEW EQUIPMENT ALL EXISTING.
� q;1
epwry�'r a
E,jnionds
tt•,t, 1 a c
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z
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RECEIVED 3
J U L 19 2022
� U
T
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
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212th S I
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IntannbalTral Park
A ?
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22,000 Ibs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
X - - X X X
48" 48"
ONE LANE . •
ROAD
AHEAD
48" 48"
48" W20-4 48„ W20-7A
ROAD BE
WORK PREPARED
AHEAD TO STOP
48" 48"
W20-1 W20-713
W20-71B (OPTIONAL IF
40 MPH OR LESS)
LEGEND
6/4
FLAGGING STATION
b
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
L
PROTECTIVE VEHICLE
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
REV DESCRIPTION DATE
DESIGN:
0 ISSUE FOR PERMIT 07/07/2022
DRAWN BY: DOM
APPROVED:
APPROVED:
APPROVED:
50' TO
300'
SIGN SPACING
= X (1)
RURAL HIGHWAYS
60 / 65 MPH
800' +/-
RURAL ROADS
45 / 55 MPH
500' +/-
RURAL ROADS & URBAN ARTERIALS
35 / 40 MPH
350' +/-
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
25 / 30 MPH
200' +/- (2)
URBAN STREETS
25 MPH OR LESS
100' +/- (2)
ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
(1) I
NTERSECTONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
50' TO 100' 5070 100'
6 DEVICE 6 DEVICE
MI I R B MIN.
WORK
®®® AREACA 101
i
Rg
x
x �
W20-7A
x
ONE LANE
ROAD
AHEAD
X 48"
W20-4
W20-7A
X X
W20-713 (OPTIONAL IF
40 MPH OR LESS)
48"
BE
PREPARED
TO STOP
48" 48"
W20-713 ONE LANE
ROAD
AHEAD
48"
W20-4
X _ I _ X
218TH ST SW
BE
PREPARED W20-7B (OPTIONAL IF
40 MPH OR LESS)
TO STOP
48"
W20-7B
ROAD
WORK TES CITY OF EDMONDS
DEVELOPMENT
48" 1LL SIGNS ARE BLACK ON ORANGE. SERVICES DEPARTMENT
W �ON SV G3IAO2Jdd 2y EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
NOISIAIG ONIb33NION�]SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) FLAGGINTIONA DETAILETHESTANDARDSPECIFICATIONS
FOR ADDITIONAL DETAILS.
WITH FLAGGERS 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
NOT TO SCALE
48"
ROAD
WORK
AHEAD
48"
W20-1
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
RECEIVED
JUL 19 2022
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
217TH ST SW, 218TH ST SW, 87TH PL W, EDMONDS, WA
TRAFFIC CONTROL - 21802 87TH PL W
PROJ#: JB994815-HOUSING SWAP
CONSTRUCTION TYPE: MAINTENANCE
SYSTEM: EDMONDS
NODE:
TC-3
SHEET: 3 OF 6
Table 6E-1. Stopping Sight Distance
as a Function of Speed
Speed* Distance
20 mph
115 feet
25 mph
155 feet
30 mph
200 feet
35 mph
250 feet
40 mph
305 feet
45 mph
360 feet
50 mph
425 feet
55 mph
495 feet
60 mph
570 feet
65 mph
645 feet
70 mph
730 feet
75 mph
820 feet
Posted speed, off-peak 85th-percentile
speed prior to work starting, or the
anticipated operating speed
NOTE:
INSTALL TEMPORARY NO PARKING
SIGNS 48 HOURS PRIOR TO START OF
WORK.
ACCESS TO DRIVEWAYS WILL BE GIVEN AT
ALL TIME DURING CONSTRUCTION
ALL LANES SHOULD BE A MINIMUM OF 10' IN
WIDTH AS MEASURED TO THE NEAR FACE
OF THE CHANNELIZING DEVICES.
Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6)
Ov3HV
NUOM T
avow
A
n
�IaoM avow
aN3 T
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
DESIGN: REV DESCRIPTION DATE
DRAWN BY: DOM 0 ISSUE FOR PERMIT 07/07/2022
APPROVED
APPROVED
APPROVED
88TH AVE W
II
V
t
Typical Application 6
Table 61-1-2. Meaning of Symbols on
Typical Application Diagrams
®
Arrow board
Shadow vehicle
000
Arrow board support or trailer
(shown facing down)
Sign (shown facing left)
j END
ROAD WORK
��
Changeable message sign or support trailer
®
Surveyor
Channelizing device
0
Temporary barrier
®
Crash cushion
®
Temporary barrier with warning light
Direction of temporary traffic detour
Traffic or pedestrian signal
Direction of traffic
®
Truck -mounted attenuator
IIIIII—�
Flagger
0
Type 3 barricade
Note: See Tables 6H-2 and
High-level warning device
(Flag tree)
6H-3 for the meaning
g
Warning light
of the symbols and/or
letter codes used in
0
Longitudinal channelizing device
this figure.
Work space
Luminaire
Pavement markings that should be
removed for along-tce;rm project
Work vehicle
Work vehicle
Truck -mounted
attenuator
(optional)
Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams
Road Type
Distance Between Signs**
A B C
Urban (low speed)*
100 feet
100 feet
100 feet
Urban (high speed)*
350 feet
350 feet
350 feet
Rural
500 feet
500 feet
500 feet
Expressway / Freeway
1,000 feet
1,500 feet
2,640 feet
Buffer space Speed category to be determined by highway agency
(optional) " The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the
distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and
second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a
three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.)
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
Table 61-1-4. Formulas for Determining Taper Length
Speed (S) Taper Length (L) in feet
WS2
40 mph or less L =
60
45 mph or more L = WS
Where: L = taper length in feet
W = width of offset in feet
S = posted speed limit, or off-peak 85th-percentile
speed prior to work starting, or the anticipated
operating speed in mph
RECEIVED
J U L 19 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
217TH ST SW, 218TH ST SW, 87TH PL W, EDMONDS, WA
TRAFFIC CONTROL - 8822 217TH ST SW
PROJ#: JB994815-HOUSING SWAP
CONSTRUCTION TYPE: MAINTENANCE
SYSTEM: EDMONDS
NODE:
TC-1
SHEET: 1 OF 6
Table 6E-1. Stopping Sight Distance
as a Function of Speed
Speed* Distance
20 mph
115 feet
25 mph
155 feet
30 mph
200 feet
35 mph
250 feet
40 mph
305 feet
45 mph
360 feet
50 mph
425 feet
55 mph
495 feet
60 mph
570 feet
65 mph
645 feet
70 mph
730 feet
75 mph
820 feet
Posted speed, off-peak 85th-percentile
speed prior to work starting, or the
anticipated operating speed
NOTE:
INSTALL TEMPORARY NO PARKING
SIGNS 48 HOURS PRIOR TO START OF
WORK.
ACCESS TO DRIVEWAYS WILL BE GIVEN AT
ALL TIME DURING CONSTRUCTION
ALL LANES SHOULD BE A MINIMUM OF 10' IN
WIDTH AS MEASURED TO THE NEAR FACE
OF THE CHANNELIZING DEVICES.
Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6)
OV3H`d
)i Ti OM
O`d08
#<EEEE�_
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
DESIGN: REV DESCRIPTION DATE
DRAWN BY: DOM 0 ISSUE FOR PERMIT 07/07/2022
APPROVED
APPROVED
APPROVED
/A
MOM OdO8
ON] 1 .11.
92ND AVE W
K
Typi,
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
Table 61-1-2. Meaning of Symbols on Typical Application Diagrams
®
Arrow board
Shadow vehicle
000
Arrow board support or trailer
(shown facing down)
Sign (shown facing left)
Changeable message sign or support trailer
®
Surveyor
Channelizing device
0
Temporary barrier
®
Crash cushion
®
Temporary barrier with warning light
Direction of temporary traffic detour
Traffic or pedestrian signal
Direction of traffic
®
Truck -mounted attenuator
IIIIII—�
Flagger
0
Type 3 barricade
High-level warning device
(Flag tree)
Warning light
0
Longitudinal channelizing device
Work space
Luminaire
Pavement markings that should be
removed for along-tce;rm project
Work vehicle
Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams
Road Type
Distance Between Signs**
A B C
Urban (low speed)*
100 feet
100 feet
100 feet
Urban (high speed)*
350 feet
350 feet
350 feet
Rural
500 feet
500 feet
500 feet
Expressway / Freeway
1,000 feet
1,500 feet
2,640 feet
Speed category to be determined by highway agency
" The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the
distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and
second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a
three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.)
Table 61-1-4. Formulas for Determining Taper Length
Speed (S) Taper Length (L) in feet
WS2
40 mph or less L =
60
45 mph or more L = WS
Where: L = taper length in feet
W = width of offset in feet
S = posted speed limit, or off-peak 85th-percentile
speed prior to work starting, or the anticipated
operating speed in mph
RECEIVED
J U L 19 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
217TH ST SW, 218TH ST SW, 87TH PL W, EDMONDS, WA
TRAFFIC CONTROL - 8909 218TH ST SW
PROJ#: JB994815-HOUSING SWAP
CONSTRUCTION TYPE: MAINTENANCE
SYSTEM: EDMONDS
NODE:
TC-2
SHEET: 2 OF 6
Table 6E-1. Stopping Sight Distance
as a Function of Speed
Speed* Distance
20 mph
115 feet
25 mph
155 feet
30 mph
200 feet
35 mph
250 feet
40 mph
305 feet
45 mph
360 feet
50 mph
425 feet
55 mph
495 feet
60 mph
570 feet
65 mph
645 feet
70 mph
730 feet
75 mph
820 feet
Posted speed, off-peak 85th-percentile
speed prior to work starting, or the
anticipated operating speed
NOTE:
INSTALL TEMPORARY NO PARKING
SIGNS 48 HOURS PRIOR TO START OF
WORK.
ACCESS TO DRIVEWAYS WILL BE GIVEN AT
ALL TIME DURING CONSTRUCTION
ALL LANES SHOULD BE A MINIMUM OF 10' IN
WIDTH AS MEASURED TO THE NEAR FACE
OF THE CHANNELIZING DEVICES.
Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6)
V
T
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
DESIGN: REV DESCRIPTION DATE
DRAWN BY: DOM 0 ISSUE FOR PERMIT 07/07/2022
APPROVED
APPROVED
APPROVED
A
MOM av0a
aN3 T
87TH PL W
II
U
t
86TH PL W
Typical Application 6
1 END
ROAD WORK
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)
Table 61-1-2. Meaning of Symbols on Typical Application Diagrams
®
Arrow board
Shadow vehicle
000
Arrow board support or trailer
(shown facing down)
Sign (shown facing left)
Changeable message sign or support trailer
®
Surveyor
Channelizing device
0
Temporary barrier
®
Crash cushion
®
Temporary barrier with warning light
Direction of temporary traffic detour
Traffic or pedestrian signal
Direction of traffic
®
Truck -mounted attenuator
IIIIII—�
Flagger
Type 3 barricade
High-level warning device
(Flag tree)
Warning light
0
Longitudinal channelizing device
Work space
Luminaire
Pavement markings that should be
removed for along-tce;rm project
Work vehicle
Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams
Road Type
Distance Between Signs**
A B C
Urban (low speed)*
100 feet
100 feet
100 feet
Urban (high speed)*
350 feet
350 feet
350 feet
Rural
500 feet
500 feet
500 feet
Expressway / Freeway
1,000 feet
1,500 feet
2,640 feet
Buffer space Speed category to be determined by highway agency
(optional) " The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the
distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and
second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a
three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.)
1/3 L
1
A
ROAD
j WORK
AHEAD
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
Table 61-1-4. Formulas for Determining Taper Length
Speed (S) Taper Length (L) in feet
WS2
40 mph or less L =
60
45 mph or more L = WS
Where: L = taper length in feet
W = width of offset in feet
S = posted speed limit, or off-peak 85th-percentile
speed prior to work starting, or the anticipated
operating speed in mph
RECEIVED
JUL 19 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
217TH ST SW, 218TH ST SW, 87TH PL W, EDMONDS, WA
TRAFFIC CONTROL - 8623 218TH ST SW
PROJ#: JB994815-HOUSING SWAP
CONSTRUCTION TYPE: MAINTENANCE
SYSTEM: EDMONDS
NODE:
TC-4
SHEET: 4 OF 6
Table 6E-1. Stopping Sight Distance
as a Function of Speed
Speed* Distance
20 mph
115 feet
25 mph
155 feet
30 mph
200 feet
35 mph
250 feet
40 mph
305 feet
45 mph
360 feet
50 mph
425 feet
55 mph
495 feet
60 mph
570 feet
65 mph
645 feet
70 mph
730 feet
75 mph
820 feet
Posted speed, off-peak 85th-percentile
speed prior to work starting, or the
anticipated operating speed
NOTE:
INSTALL TEMPORARY NO PARKING
SIGNS 48 HOURS PRIOR TO START OF
WORK.
ACCESS TO DRIVEWAYS WILL BE GIVEN AT
ALL TIME DURING CONSTRUCTION
ALL LANES SHOULD BE A MINIMUM OF 10' IN
WIDTH AS MEASURED TO THE NEAR FACE
OF THE CHANNELIZING DEVICES.
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
DESIGN: REV DESCRIPTION DATE
DRAWN BY: DOM 0 ISSUE FOR PERMIT 07/07/2022
APPROVED
APPROVED
APPROVED
Figure 6H-6. Shoulder Work with Minor Encroachment (TA-6)
aV3HV
AHOM>7T
r
aVoa
A
N8oM avo8
aN3
85TH PL W
i
00
N
l
10ft
MIN.I
0
i
84TH AVE W
Typical Application 6
i END
ROAD WORK
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)
Table 61-1-2. Meaning of Symbols on Typical Application Diagrams
®
Arrow board
Shadow vehicle
000
Arrow board support or trailer
(shown facing down)
Sign (shown facing left)
Changeable message sign or support trailer
®
Surveyor
Channelizing device
0
Temporary barrier
®
Crash cushion
®
Temporary barrier with warning light
Direction of temporary traffic detour
Traffic or pedestrian signal
Direction of traffic
®
Truck -mounted attenuator
IIIIII _*
Flagger
0
Type 3 barricade
High-level warning device
(Flag tree)
Warning light
0
Longitudinal channelizing device
Work space
Luminaire
Pavement markings that should be
removed for along-tce;rm project
Work vehicle
Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams
Road Type
Distance Between Signs**
A B C
Urban (low speed)*
100 feet
100 feet
100 feet
Urban (high speed)*
350 feet
350 feet
350 feet
Rural
500 feet
500 feet
500 feet
Expressway / Freeway
1,000 feet
1,500 feet
2,640 feet
Buffer space Speed category to be determined by highway agency
(optional) " The column headings A, B, and l C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the
distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and
second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a
three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.)
1/3 L
A
ROAD
i 7 WORK
AHEAD
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
Table 61-1-4. Formulas for Determining Taper Length
Speed (S) Taper Length (L) in feet
WS2
40 mph or less L =
60
45 mph or more L = WS
Where: L = taper length in feet
W = width of offset in feet
S = posted speed limit, or off-peak 85th-percentile
speed prior to work starting, or the anticipated
operating speed in mph
RECEIVED
J U L 19 2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
217TH ST SW, 218TH ST SW, 87TH PL W, EDMONDS, WA
TRAFFIC CONTROL - 8505 218TH ST SW
PROJ#: JB994815-HOUSING SWAP
CONSTRUCTION TYPE: MAINTENANCE
SYSTEM: EDMONDS
NODE:
TC-5
SHEET: 5 OF 6
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
730
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 Ibs.
HOST VEHICLE WEIGHT
> 22,000 Ibs.
< 45 MPH
45-55 MPH
> 55 MPH
< 45 MPH
45-55 MPH
> 55 MPH
100'
123'
172'
74'
100'
150'
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
00
b �
r a a
X X
ONE LANE\
ROAD
AHEAD
48"
48" W20-4
ROAD
WORK
AHEAD
48"
W20-1
LEGEND
4i4
FLAGGING STATION
a
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
X X
48"
48"
48" W20-7A
BE
PREPARED
\O STOP
W20-7B
W20-713 (OPTIONAL IF
40 MPH OR LESS)
THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL
REV DESCRIPTION DATE
DESIGN:
0 ISSUE FOR PERMIT 07/07/2022
DRAWN BY: DOM
APPROVED:
APPROVED:
APPROVED:
SIGN SPACING = X (1)
RURAL HIGHWAYS 60 / 65 MPH
800' +/-
RURAL ROADS 45 / 55 MPH
500' +/-
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH
350' +/-
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
200' +/- (2)
URBAN STREETS 25 MPH OR LESS
100' +/- (2)
ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
(1) I
NTERSECTONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
50' TO 100'
6 DEVICE
MIN.
50' TO
300'
AREA
M
5070 100'
6 DEVICE
B _ _ MIN. _
/ 48"
48"
W20-7A
X _ I - X
218TH ST SW
ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1)
WITH FLAGGERS
NOT TO SCALE
IMPORTANT NOTICE
Section # 4216/4217 of the Government Code requires a Dig Alert
Identification Number to be issued before a "Permit to Excavate" will be
valid For your Dig Alert I.D.
CALL TOLL FREE
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
1-800-227-2600
W20-713 (OPTIONAL IF
40 MPH OR LESS)
48"
BE
PREPARED
TO STOP
48" 48"
W20-7B ONE LANE
ROAD
AHEAD
48"
W20-4
X - I - X
48"
ROAD
WORK
AHEAD
48"
W20-1
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
RECEIVED
JUL 19 2022
NOTES CITY OF EDMONDS
DEVELOPMENT
1 - ALL SIGNS ARE BLACK ON ORANGE. SERVICES DEPARTMENT
2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS
SHOULDER IS RECOMMENDED.
3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS
FOR ADDITIONAL DETAILS.
4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
217TH ST SW, 218TH ST SW, 87TH PL W, EDMONDS, WA
TRAFFIC CONTROL - 8415 218TH ST SW
PROJ#: JB994815-HOUSING SWAP
CONSTRUCTION TYPE: MAINTENANCE
SYSTEM: EDMONDS
NODE:
TC-6
SHEET: 6 OF 6
RECEIVED
J U L 19 2022
CITY OF EDMONDS
CITY OF EDMONDS M BuildingPermitxom
DEVELOPMENT
SERVICES DEPARTMENT
Right -Off- ":Ay ;Npiieation #1171025 - COMCAST - JB0000994815 - EDMONDS 2
Applicant
First Name Last Name Company Name
OWEN SHACKEET COMCAST
Number Street Apartment or Suite Number E-mail Address
410 VALLEY AVE NW OWEN SHACKETT@CABLE.COMCAST.
City State Zip Phone Number Extension
PUYALLUP WA 98371 (253) 341-9318
Contractor
Company Name
Cablecom LLC
Number Street Apartment or Suite Number
19910 NORTH CREEK PARKWAY NORTH 100
City State Zip Phone Number Extension
BOTHELL WA 98011 (360) 863-2628 (360) 454-3163
State License Number License Expiration Date UBI # E-mail Address
CABLEL*971 DP 8/21/2023 FD99RSS79 SNOHOMISH.PERM ITTING@CABLECO
Project Location
Number Street Floor Number Suite or Room Number
8822 217TH ST SW
City Zip Code County Parcel Number
EDMONDS 98026 00602600001900
Associated Building Permit Number Tenant Name
Additional Information (i.e. equipment location or special instructions)_
Work Location
Property Owner
First Name Last Name or Company Name
Casey P & Kelly H Campbell
Number Street Apartment or Suite Number
8822 217TH ST SW
City State Zip
EDMONDS WA 98026
Certification Statement - The applicant states:
I certify that I am the owner of this property or the owner's authorized agent. If acting as an authorized agent, I further certify that I have full power and
authority to file this application and to perform, on behalf of the owner, all acts required to enable the jurisdiction to process and review such application. I
have furnished true and correct information. I will comply with all provisions of law and ordinance governing this type of application. If the scope of work
requires a licensed contractor to perform the work, the information will be provided prior to permit issuance.
Date Submitted: 7/11/2022 Submitted By: OWEN SHACKEET
Page 1 of 2
i
CITY OF EDMONDS MyBuildingPermit.com
Right -of -Way Application #1171025 - COMCAST - JB0000994815 - EDMONDS 2
Project Contact
Company CABLECOM LLC
Name:
Name: SUNSHINE CRABBS Email: SUNSHINE.CRABBS@CABLECOMLLC.NET
Address: 19910 NORTHCREEK Phone (360) 454-3163
PARKWAY N, 100 #:
BOTHELL WA 98011
Project Type Activity Type Scope of Work
Utility Purveyor Utility Work No Disturbance of Surface
Project Name: COMCAST - JB0000994815 - EDMONDS 2
MAINTENANCE SPLICE AT EXISTING AERIAL AND GROUND CASES AT THE
Description of FOLLOWING LOCATIONS: 6 LOCATIONS 8822 217TH ST SW, 8909 218TH ST SW 21802
Work: 87th PI W, 8623 218TH ST SW 8505 218TH ST SW, 8415 218TH ST SW NO NEW
EQUIPMENT ALL EXISTING.
Project Details
Project Information
Job Number
JB0000994815
Page 2 of 2