ENG2024-0027 ROW PERMITRIGHT OF WAY EUC PERMIT
PERMIT NUMBER
City of • • .
Edmonds:iENG2024-00277]
www.edmondswa.gov i
Description: COMCAST - TRENCH 2 DROPS TO NEW POLES ISSUED: 02/15/2024
Address: 709 MAPLE ST EDMONDS WA 98020-3436
EXPIRES: 08/15/2024
mit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00434208903500
iii I 11-14111 a
NAME TYPE NAME ADDRESS PHONE
APPLICANT JESSAMIN SANTOS 410 VALLEY AVE NW, PUYALLUP WA 98371 (206)401-2088
CONTACT CANNON COMPANIES 406 PORTER WAY, MILTON WA 98354 (425)381-5898
CONTRACTOR CANNON CONSTRUCTION INC 406 PORTER WAY, MILTON WA 98354 (253)248-1052
OWNER JEFF & KRISTI COATS 709 MAPLE ST, EDMONDS WA 98020-3436
FEE INFORMATION
DESCRIPTION AMOUNT PAID
CITY TECHNOLOGY FEE - PER PERMIT
$45.00 $45.00
ENG - INSPECTIONS
$504.00 $504.00
RIGHT-OF-WAY PERMIT - STANDARD $378.00 $378.00
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
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.
RELEASED BY: MAJ DATE: 02/15/2024
Printed: Thursday, February 15, 2024 10:51:56 AM 1 of 2
RIGHT OF WAY EUC PERMIT
PERMIT NU�IBE
City of Edmonds
www.edmondswa.gov • •
CONDITIONS
CONDITION TYPE
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:OOam to 6:OOpm on
SOUND AND 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 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
COMPLETE
A-1 JOB START
X-2 ENGINEERING FINAL**
E-7 TRAFFIC CTRL
E-7 RESTOR LIMITS
Printed: Thursday, February 15, 2024 10:51:56 AM 2 of 2
of EpM04O�
SECTION A
RIGHT OF WAY CONSTRUCTION RECEIVE D
Jan 23 2024
PERMIT APPLICATION
CITY OF EDMONDS
DEVELOPMENT SERVICES
Complete and submit this Application in accordance with the Submittal DEPARTMENT
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.
General •
Project Name 709 MAPLE STREET
Site Address or if no site address use Property Address at NW corner of project area: 709 MAPLE ST EDMONDS WA 98020
Associated Permits: BLD PLN ENG
Owner and Entity Holding
Name of Company Comcast Cable Communications Management Franchise Ordinance No:
Point of Contact Jessamin Santos
Title Permit Coordinator
Address 410 Valley Ave NW
City Puyallup
State CIA
Zip 98371
Phone 206.401.2188
Email Jessamin—Santos@cable.comcast.com
Contractor and Authorized Agent of Owner
Name of Company Cannon Construction
(see note below)
Contractor Contacts During Construction
Primary Name Jim Walstad
Agent Name Desire George
Title Project Manager
Title Permit Coordinator
Mobile 253.318.6220
Address 406 Porter Way
Email jWalstad@teamcannon.com
City Milton
State WA
Zip 98354
Secondary Name
Phone 253-922-2787 ext
Title
Email dgeorge@teamcannon.com
Mobile
City of Edmonds Business License No:
Email
State License No: CAN N OC L79 1 J K
0 Contractor verifies it is currently bonded
0 Contractor verifies it currently has general liability insurance
NOTE: ECDC18.6o.o2o 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 welt
❑ Traffic Control Only (no associated development)
X Utility Franchise Work (no associated development)
City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021
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.)
TRENCH & DIG DROPS TO NEW POLE
RIGHT-OF-WAY
CLOSURE
AREA
TOTAL
DURATION
(Number of Months)
Sidewalk 72 hours +
LF
I x
LF
SF
Alley 72 hours +
LF
Ix
I LF
SF
Parking 72 hours +
LF
Ix
I LF
SF
SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C.
1. The work in the right of way is on or for the following type of facilities:
X telecommunications ❑ cable ❑ power ❑ gas
❑ water ❑ sewer ❑ storm
Details of Work to be Completed
1. Does the utility owner have existing overhead infrastructure in the area of work?
Yes
X
No
2. Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)?
X
If yes, describe: CONDUIT
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 existing underground common utility stem?
X
5.
Does the work involve proposed additions to an aboveground utility stem? If es:
X
Are the additions for the purpose of serving new commercial development?
X
Are the additions for the purpose of serving a single-family residential subdivision?
X
Details
WIDoes
of Work to be Completed
Does your project involve rebuilding or replacing utility equipment which currently serves more
than one lot or commercial development?
f yes, answer the following questions related to project area, i.e. the actual area in which the
ro'ect is proposed:
Yes
No
your project involve wires/cables/lines? If yes:
How many are existing? How many are to be added?
City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021
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 additional poles 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: Desire George Da 2!0zao;°by z30913`;;-08W DATE: 1/23/2024
APPLICANT PRINTED NAME:
APPLICANT TITLE:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021
RECEIV
Jan 23 202
CITY OF EDMOND
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OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
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OWNER/CONTRACTOR IS RESPONSIBLE FOR 720
EROSION CONTROL AND DRAINAGE
CONSTRUCTION NOTES:
OTRENCH & DIG DROPS TO NEW POLE
RESTORATION NOTES
RESTORE LANDSCAPE PER CITY OF EDMONDS
SPECIFICATIONS.
RESTORE CONCRETE SIDEWALK PANELS PER
CITY OF EDMONDS SPECIFICATIONS.
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.
ENGINEERING DIVISION
APPROVED AS NOTED
J�LV/ 10,mz 02/13/2024
LOCATION POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
O SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
STATION START
STATIONING STARTS AT 10+00 THE INTERSECTION OF
7TH AVN S & MAPLE ST
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF T HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF S'
HORIZONTAL CLEARANCE.
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CODE: 24-250
DArE: 01 /09/2024
PROJECT MANAGER:
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CONSTRUCTION PLAN
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CONSTRUCTION NOTES:
OTRENCH & DIG DROPS TO NEW POLE
RESTORATION NOTES
RESTORE LANDSCAPE PER CITY OF EDMONDS
SPECIFICATIONS.
RESTORE CONCRETE SIDEWALK PANELS PER
CITY OF EDMONDS SPECIFICATIONS.
RECEIVED
Jan 23 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LOCATION POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
O SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
STATION START
STATIONING STARTS AT 10+00 THE INTERSECTION OF
DAYTON ST & 9TH AVE S
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF T HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF S'
HORIZONTAL CLEARANCE.
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CODE: 24-250
DATE: 01 /09/2024
PROJECT MANAGER:
JW
DRAWN BY:
GABRIEL Z FORD
SCALE:
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0 10 20
CONSTRUCTION PLAN
6/6
Weekdays- 7am-6pm SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
Saturday only- 10am-6pm
No work Sundays and Federal Holidays
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25 1
30
1 35 1
40
1 45
1 50
1 55
1 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
U
100'
123'
172'
74'
100'
150,
PROTECTIVE VEHICLE (WORK VEHICLE) = R
NO SPECIFIED DISTANCE REQUIRED
ONE LANE
ROAD
AHEAD
48"
48" W20-4
ROAD
WORK
AHEAD
48"
W20.1
LEGEND
I� FLAGGING STATION
b TEMPORARY SIGN LOCATION
D CHANNELIZING DEVICES
-~� PROTECTIVE VEHICLE
BY
SIGN SPACING = X (1)
RURAL HIGHWAYS 60165 MPH
800,
RURAL ROADS 45/55 MPH
500'i
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'i (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
50' TO 100'
6 DEVICE
MI I R
O AREA
300'
48" W20-7A
VV48'
TCP TO BE USED AT
MULTIPLE LOCATION
-9TH AVE S
W20-78 -MAPLE ST
W20.7B (OPTIONAL IF
40 MPH OR LESS)
RECEIVED
Jan 23 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
59TO 100'
6 DEVICE
n
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AHEAD
I x
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W21-4
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W20.7B (OPTIONAL IF
40 MPH OR LESS)
48" 48'
BE ROAD
PREPARED WORK
TO STOP AHEAD
48" 48" 48"' 1 48'
. W20.713 ONE LANE W20.1
ROAD
AHEAD
48" 48"
W20-7A W20-4
TRAFFIC CONTROL INSPECTION SHALL BE
REQUIRED WHENEVER WORK ZONE IS SET UP
BE
PREPARED W20-76 (OPTIONAL IF
40 MPH OR LESS)
TO STOP
48'
W20-7B
48'
ROAD
WORK
AHEA/48'
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NOT TO SCALE
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
110 TO 20
40
ENGINEERING DIVISION
APPROVED AS NOTED
JpAU,44p 02/13/2024
NOTES vv
1. ALL SIGNS ARE BLACK ON ORANGE.
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.
Amok
4
Washington State
Department of Transportation
TC1�
TRAFFIC CONTROL PLAN 2
Weekdays: 7am-6pm SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
Saturday only- 10am-6pm
No work Sundays and Federal Holidays
SIGN SPACING = X (1)
RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350't
RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200't (2)
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100't (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
11101a110]:3:0,R];1IBy-AI
MULTIPLE LOCATION:
-9TH AVE S
-MAPLE ST
LEGEND
K
TEMPORARY SIGN LOCATION
O
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
BY
MINIMUM SHOULDER TAPER LENGTH = L13 (feet)
SHOULDER
Posted Speed (mph)
VADTH
(feet)
25
1 30
1 35
1 40
1 45
1 50
55
60
65
70
8'
40
40
1 60
1 90
1 -
-
-
-
-
-
10'
40
60
90
90
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8'
TRAFFIC CONTROL INSPECTION SHALL BE
REQUIRED WHENEVER WORK ZONE IS SET UP
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25 1
30
1 35 1
40
1 45
1 50
1 55
1 60
1 65
70
LENGTH (feet)
155
200
1 250
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
o o
b 4 o o T �¢ WORK AREA
X X L/3 B R 50,
48' 41"
ROAD
WORK <WZOR
ULDERAHEAD 48'
W20-1 W21-5
RECEIVED
Jan 23 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHOULDER CLOSURE -LOW SPEED
(40 MPH OR LESS)
NOT TO SCALE
ure - Low Soeed (40 MPHI or Less)\TC-5.dan
CHANNELIZATION DEVICE
SPACING feet
MPH
TAPER
TANGENT
35/40
30
60
25/30
20
40
ENGINEERING DIVISION
APPROVED AS NOTED
1p11 LVL,10,44,g 02/13/2024
vv
NOTES
1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT).
2. ALL SIGNS ARE BLACK ON ORANGE.
vI/
Washington State
Department of Transportation
;W I
TRAFFIC CONTROL PLAN ��2
PROJECT MAP:
a ¢
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^ 00 Bell St. 0`
Main St.
cijayton
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OO PAGE 6
709 Maple St PAGE 5 L > Maple St.
00
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POLE INFORMATION:
POLE COUNT = 4 TRANSMISSION = 0
POLES THAT NEED PERMIT = 0 DISTRIBUTION = 4
POLES THAT NEED MAKE READY = 0
BILLOF MATERIALS*.
DROPS 20 FT
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
ROW FOOTAGES*:
SITE FOOTAGES*:
NEW AERIAL =
OFT.
NEW BUILDING PATHWAY =
0 FT.
OVERLASH =
OFT.
EXISTING BUILDING PATHWAY =
0 FT.
NEW UNDERGROUND =
20FT.
NEW UNDERGROUND =
0 FT.
EXISTING UNDERGROUND =
OFT.
EXISTING UNDERGROUND =
0 FT.
RISER(0) =
OFT.
TOTAL ROW FOOTAGE =
20FT.
TOTAL SITE FOOTAGE =
0 FT.
TOTAL PROJECT FOOTAGE = 20 FT.
Plant Maintenance
J B0001656737
709 MAPLE STREET
Cow J -rk,& Fwttw& 5 i *� 19 8 5
CANNON COMPANIES
SAFETY I QUALITY I INTEGRITY I TEAMWORK
SITE ADDRESS:
709 MAPLE ST
EDMONDS WA 98020
Know what's below.
CALL before you dig.
CONTACTS:
COMCAST COMMUNICATION
Casey Brown - (425)-263-5345 - Casey_Brown2@cable.comcast.com
CANNON COMPANIES
Jim Walstad - (253) 318-6220-jwalstad@teamcannon.com
SCOPE OF WORK:
- TRENCH & DIG DROPS TO NEW POLE
SHEET INDEX
1 - COVER
2 - GENERAL NOTES
3 - LEGEND
4 - DETAILS RECEIVED
5-6 - CONSTRUCTION PLAN
Jan 23 2024
CITY OF EDMO COMCAST
DEVELOPMENT SERVICES
DEPARTMENTT
STANDARD
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS
NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT
THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE
NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.
THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND
IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE
IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH
MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,
ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE
OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES
TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES
AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO
PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR
WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT
PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS
OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE
ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A
SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING
NON -WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES
AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE
EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE
MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL
UTILITY DUCT
1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36"
WITH A MINIMUM SLOPE OF 1/2 % TO VAULT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED,
PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP
CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL
ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE
SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC -GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL
ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM -RATED.
CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD
SPECIFICATIONS OF EACH JURISDICTION.
ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT
CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.
GRAVELAREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN
ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.
SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED
PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN -KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED
AND WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED
PRIOR TO CONSTRUCTION.
WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF
WASHINGTON'S WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
DIRECTIONAL BORING
1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING
UTILITIES.
FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE -RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE
REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.
AERIAL INSTALLATION
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO
POWER MAIN WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND
BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS
351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON -TRAFFIC AREAS. MIX 1121 IS TO BE USED IN IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
TRAFFIC -BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.
RECEIVED
Jan 23 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Ce.MerAin9 TIwFWuwSiwae iv85
CANNON COMPANIES
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CODE 24-250
DATE. 01/09/2024
PROJECT MANAGER:
JW
DRAWN BY:
GABRIEL Z FORD
SCALE:
NO
SCALE
GENERAL NOTES
2/6
LINE TYPES
PARCEL LINES
BUILDING OUTLINE
LANE LINE
CENTER LINE / STATION LINE
FOG LINE
EOP
EOP
EDGE OF PAVEMENT
Row
Row
RIGHT OF WAY
SIDEWALK
CROSSWALK
FENCE
L
GUARD RAIL
P
POWER
Ts
TRAFFIC SIGNAL
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COMMUNICATION
T
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TELECOMMUNICATION
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SEWER MAIN
SS
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SIDE SEWER
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DRAIN MAIN
DID
DD
DRAINAGE DITCH
G
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GAS
OIL
OIL
OIL
ST
ST
STEAM
W
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WATER
LINK
LINK
UNKNOWN UTILITY
STRAW WATTLES
0 0 0 0 0
0 0 o n n
TRAFFIC CONES
PROPOSED NEW CONDUIT
PROPOSED NEW STRUCTURE
EXISTING CONDUIT/INFRASTRUCTURE
PROPOSED NEW AERIAL STRAND
EXISTING AERIAL
SYMBOLS
0/0
UTILITY POLE (EXIST / NEW)
®/®
UTILITY RISER (EXIST / NEW)
SL
STREET LIGHT
CW
CROSS WALK SIGNAL
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SHRUBBERY
TREE
CB
CATCH BASIN
CATCH BASIN W/ SOCK
FIRE HYDRANT
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WATER METER
MH
MANHOLE
OV
UTILITY VALVE
17X30 VAULT
24X36 VAULT
36X48 VAULT
4X4 VAULT
25-TA VAULT
35-TA VAULT
253-TA VAULT
233-LA
® 444-LA
LINK VAULT (SIZE MAY VARY)
DH DOG HOUSE
TH TIGER HOUSE
CAB CABINET
[P] PEDESTAL
BOREPIT
BOREPIT (SIZE MAY VARY)
�.
EXISTING SPLICE CASE
�.
NEW SPLICE CASE
NEW COAX TAP
2V
NEW STORAGE
POLE ANCHOR/GUY PROPOSED
339'
FOOTAGE NOTE
(339')
FOOTAGE NOTE OVER
MULTIPLE SHEETS
O
UTILITY POTHOLE
STREET SIGN
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NORTH ARROW
LANE DIRECTION INDICATOR
0 o BUS STOP LOCATION
MARK-UP NOTATIONS
- STA 0+00 DISTANCE STATION
# --� DISTANCE DIMENSION
POLE # CALLOUT
CONSTRUCTION NOTE CALLOUT
CROSS SECTION SYMBOL
A CROSS SECTION NAME
CROSS SECTION PAGE
WORK BEING DONE PHOTO NOTE CALLOUT
LOCATION
40 J PHOTO LOCATOR/ORIENTATION
���/// CALLOUT
HATCH PATTERNS
El CONCRETE ASPHALT
El CONCRETE PANELS
® BRICK/COBBLE
® LANDSCAPE
GRAVEL
❑ LIMITS OF RESTORATION
RECEIVED
Jan 23 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Ce. A-OTI-F.6. Siwac]A85
CANNON COMPANIES
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SCALE:
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LEGEND
3/6
12" MIN.
12" MIN
FXICTING SOFT
8" MIN CONCRETE (MATCH
EX IF GREATER
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SURFACE 6" MIN COMPACT
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BACKFILL COMPACTED TO
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RELATIVE DENSITY OR
STONEWAY MIX 1004.
12" 6"-12" PROPOSED CONDUIT
24" CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
STANDARD DETAIL 2 STANDARD DETAIL JURISDICTION
CONCRETE TRENCH DETAIL TRENCH -SOFT SURFACE
RECEIVED
Jan 23 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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CANNON COMPANIES
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DETAILS
4/6
RECEIVED
/// Jan 23 2024
CITY OF EDMONDS CITY OF EDMONDS MyBuildingPermit.com
DEVELOPMENT SERVICES
DEPARTMENT
Right -of -Way Application #1432246 - JB0001656737_PLANT MAINTENANCE
Applicant
First Name Last Name Company Name
Jessamin Santos Comcast Cable Management
Number Street Apartment or Suite Number E-mail Address
410 VALLEY AVE NW Jessamin_Santos@cable.comcast.com
City State Zip Phone Number Extension
PUYALLUP WA 98371 (206) 401-2088
Contractor
Company Name
CANNON CONSTRUCTION LLC
Number Street Apartment or Suite Number
406 Porter Way
City State Zip Phone Number Extension
Milton WA 98354 (253) 922-2787
State License Number License Expiration Date UBI # E-mail Address
CANNOCL791JK 4/12/2025 FD15gf13F;3 dgeorge@teamcannon.com
Project Location
Number Street Floor Number Suite or Room Number
709 MAPLE ST
City Zip Code County Parcel Number
EDMONDS 98020 00434208903500
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
Jeff & Kristi Coats
Number Street Apartment or Suite Number
709 MAPLE ST
City State Zip
EDMONDS WA 98020-3436
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: 1/23/2024 Submitted By: Jessamin Santos
Page 1 of 2
i
CITY OF EDMONDS MyBuildingPermit.com
Right -of -Way Application #1432246 - JB0001656737_PLANT MAINTENANCE
Project Contact
Company Name: Cannon Companies
Name: Desire George Email: dgeorge@teamcannon.com
Address: 406 Porter Way Phone #: (425) 381-5898
Milton WA 98354
Project Type Activity Type Scope of Work
Utility Purveyor Utility Work Disturbance of Surface
Project Name: JB0001656737_PLANT MAINTENANCE
Description of Work: TRENCH AND DIG DROPS TO NEW POLES
Project Details
Project Information
Job Number
JB0001656737
Page 2 of 2