HomeMy WebLinkAboutMFP23000244.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP23000244
IVR Number: 23000244
Permit Information
Permit Name: Comcast Cable Franchise Permit-JB0001095092
Address/Location:01/13/2023Application Date:0923059135Parcel Number: 3419 NE 12TH ST
Permit Type:02/06/2023Issue Date:Franchise
Permit Work Class:02/06/2024Expiration Date:Major Utility
Job Number: JB0001095092Franchise Type:Cable
Description: Comcast JB0001095092 TIE IN AT PSE POLE 318640 166922 THEN OVERLASH NEW 48CT FIBER A TOTAL OF
2695' (SE) (17 SPANS) TO PSE POLE 318388 166934. ACCESS 1 EXISTING SPLICE CASE NEAR PSE POLE
318388 166934 FOR MAINTENANCE. UPGRADE 1 EXISTING SPLICE CASE NEAR PSE POLE 318550 166934.
Contacts
Name Address PhoneTypeBilling
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
ApplicantX
Jessamin Santos
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (206) 401-2188Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
Contact
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
Contractor
Business License Number: 20838Construction Contractor: CANNOCL791JK
Electrical Contractor: CANNOCI873CL
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Laurie Dietz
Comcast - Billing
1701 John F. Kennedy Blvd.
Philadelphia, PA 19103
H: (425) 741-5733Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
Comcast Cable Communications Management
JB0001095092
Jessamin Santos
253-225-0596
Jessamin_santos@cable.comcast.com
3419 NE 12TH ST, RENTON, WA 98056
TIE IN AT PSE POLE 318640-166922 THEN OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17 SPANS) TO PSE POLE 318388-166934.
ACCESS 1 EXISTING SPLICE CASE NEAR PSE POLE 318388-166934 FOR RADE 1 EXISTING SPLICE CASE EAR PSE POLE 318550-166934.
Cannon Construction LLC - David Standring 253-922-2787
601590363 20838
1/13/2023
Scott Warlick 2/6/2023
RESTORATION PER CITY OF RENTON STANDARDS
MFP23000244
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐ Electronic Copy of the TCP Application
☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
JB0001095092
3419 NE 12TH ST, RENTON, WA 98056
Monday Friday 8:00am 3:00pm
Cannon
Jessamin Santos 206-401-2188
410 Valley Ave NW, Suite 12, Bldg C Puyallup
TIE IN AT PSE POLE 318640-166922 THEN OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17 SPANS) TO PSE POLE 318388-166934. ACCESS 1 EXISTING SPLICE CASE NEAR
PSE POLE 318388-166934 FOR MAINTENANCE. UPGRADE 1 EXISTING SPLICE CASE NEAR PSE POLE 318550-166934.
MFP23000244
Scott Warlick CED 2/6/2023
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
David Standring, Permittign Coordinator
02/01/2023
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:SPLICE/OVERLASHHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 3410 NE 12TH STDESCRIPTION: SPLICE AND OVERLASHBETWEEN POLES111SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATIONNE 12TH STOLYMPIA AVE NEPIERCE PL NE341012033419SPEEDLIMIT2550'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1ROADWORKAHEADW20-150'50'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-712'12'X*X*18'BEPREPAREDTO STOPW3-4X*X*X*ONE LANEROADAHEADW20-4W20-7SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSMFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:OVERLASHHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 1160 OLYMPIA AVE NEDESCRIPTION: OVERLASH BETWEENPOLES112SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPEEDLIMIT25OLYMPIA AVE NENE 11TH PLNE 11TH PLNE 12TH ST34101203341911511160350035043501351111183414111211101106341350'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'33'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS13'20'11'MFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:OVERLASHHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 1112 OLYMPIA AVE NEDESCRIPTION: OVERLASH BETWEENPOLES113SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLENE 11TH PLNE 11TH PLOLYMPIA AVE NENE 11TH ST3414350035043501351111181112111011063413341235073501350634131067SPEEDLIMIT2550'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'50'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-731'ROADWORKAHEADW20-1X*X*X*W20-7BEPREPAREDTO STOPW3-4X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1X*X*X*W20-7BEPREPAREDTO STOPW3-4ROADWORKAHEADW20-1X*X*X*W20-7BEPREPAREDTO STOPW3-4SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS14'17'MFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OFWORK:OVERLASH/SPLICEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 3501 OLYMPIA AVE NEDESCRIPTION: OVERLASH AND SPLICEBETWEEN POLES114SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLE341311101106341235073413106735013506350635153414341534231056105034231025NE 10TH CTOLYMPIA AVE NENE 10TH PLNE 11TH STSPLICE LOCATION50'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7SPEEDLIMIT25ROADWORKAHEADW20-1ROADWORKAHEADW20-132'X*X*X*W20-7BEPREPAREDTO STOPW3-4ROADWORKAHEADW20-1X*X*X*W20-7BEPREPAREDTO STOPW3-4X*X*X*W20-7BEPREPAREDTO STOPW3-4ROADWORKAHEADW20-1X*X*X*W20-7BEPREPAREDTO STOPW3-4SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS11'15'MFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OFWORK:OVERLASH/SPLICEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 1056 OLYMPIA AVE NEDESCRIPTION: OVERLASH AND SPLICEBETWEEN POLES115SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATION1025342310221018101210501056351535063423341534141067341335013506SPEEDLIMIT25NE 10TH CTOLYMPIA AVE NENE 10TH PL50'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-4ROADWORKAHEADW20-1X*X*X*W20-7BEPREPAREDTO STOPW3-450'50'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-725'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS11'14'MFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:OVERLASHHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 1112 OLYMPIA AVE NEDESCRIPTION: OVERLASH BETWEENPOLES116SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLE342310561050102510221018101210213503101710131009OLYMPIA AVE NENE 10TH CTNE 10TH LNSPEEDLIMIT2550'50'50'X*X*X*X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-724'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS10'13'MFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:OVERLASHHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 1008 OLYMPIA AVE NEDESCRIPTION: OVERLASH BETWEENPOLES117SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLE102110221018101235031017101310091008100410033501SPEEDLIMIT25OLYMPIA AVE NENE 10TH LNNE 10TH ST50'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*
X*
X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-450'50'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-725'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSSPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS9'14'MFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:OVERLASHHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 910 OLYMPIA AVE NEDESCRIPTION: OVERLASH BETWEENPOLES118SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLE1021350310171013100910081004100335013412903341387135003501OLYMPIA AVE NENE 10TH LNNE 10TH STNE 9TH ST50'X*X*X*910ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'50'X*X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7X*ROADWORKAHEADW20-1X*X*X*ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-4SPEEDLIMIT25X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-725'X*ROADWORKAHEADW20-1SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS12'13'X*ROADWORKAHEADW20-1MFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:OVERLASHHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 910 OLYMPIA AVE NEDESCRIPTION: OVERLASH BETWEENPOLES119SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLE100910081004100335019103412903341387135003501867863OLYMPIA AVE NENE 10TH STNE 9TH STX*X*X*866ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7X*X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7SPEEDLIMIT25SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS12'12'MFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:OVERLASHHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 866 OLYMPIA AVE NEDESCRIPTION: OVERLASH BETWEENPOLES1110SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLE3412903341387135003501910866867863862858859851854OLYMPIA AVE NENE 9TH ST25'SPEEDLIMIT2550'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*50'ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-4X*X*X*ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-450'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS12'13'MFP23000244
SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK:OVERLASHHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001095092JOB ADDRESS: 866 OLYMPIA AVE NEDESCRIPTION: OVERLASH BETWEENPOLES1111SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLE341934313501350780481181581085185485985886286386786624'25'50'50'50'50'X*X*X*SPEEDLIMIT25OLYMPIA AVE NENE 8TH ST24'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS12'12'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7805MFP23000244
W9-1BBIKELANEENDSROADWORKAHEADW20-1RIGHTLANECLOSEDAHEADW20-5RW4-2RONE LANEROADAHEADW20-4W20-7BEPREPAREDTO STOPW3-4RIGHTTWO LANESCLOSEDAHEADW20-501W4-119RW4-119LLEFTLANECLOSEDAHEADW20-5LW4-2LW20-5CCENTERLANECLOSEDAHEADW4-1ATRAFFICMERGE WITHBIKESW21-5SHOULDERWORKTHRUTRAFFICMERGELEFTW4-7TRUCKCROSSINGW8-6W12-1W8-24STEELPLATEAHEADW1-4RW1-4LMOTORCYCLESUSE EXTREMECAUTIONW21-1701W4-1BBIKESMERGE WITHTRAFFICW21-7UTILITYWORKAHEADW20-5E(L)LEFT LANECLOSED1/2 MILEW20-3STREETCLOSEDW20-2DETOURLANESHIFTAHEADW5-5W8-7LOOSEGRAVELW8-15GROOVEDPAVEMENTW21-6SURVEYCREWW6-3W1-4BW20-301SHOULDERCLOSEDW21-V20BIKELANECLOSEDAHEADR7-T39YOUR COMPANY
NAME
555
-5555PHONE 684-5444CROSSWALKCLOSEDR9-3XCROAD CLOSEDLOCAL TRAFFICONLYR11-3ASTREETCLOSEDR11-2R9-11SIDEWALK CLOSEDAHEADCROSS HERELOCALACCESSONLYR5-133SIDEWALKCLOSEDAHEADR9-11R4-7SIDEWALKCLOSEDR9-9DETOURM4-9WALKBIKESONSIDEWALKDETOURM4-9ADETOURM4-9BDETOURM4-9CROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7X*X*X*DIRECTION OF TRAFFICSIGN SEQUENCE ADIRECTION OF TRAFFICMOBILE SEQUENCESHADOW VEHICLEWORK VEHICLEW23-1NOTE: SHADOW VEHICLE TO HAVEHIGH INTENSITY FLASHERS ONSPEEDLIMIT10SPEEDLIMIT15SPEEDLIMIT20SPEEDLIMIT25SPEEDLIMIT30SPEEDLIMIT35SPEEDLIMIT40SPEEDLIMIT45SPEEDLIMIT50SPEEDLIMIT55SPEEDLIMIT60SPEEDLIMIT65SPEEDLIMIT70±SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852W11-125XXXXXXXXXXXXXXXXXXXXXXXXXROADWORKAHEADW20-1ROADWORKAHEADW20-1RELOCATE BUS STOPAPPROX. <LENGTH,DIRECTION, INTERSECTION>LEAVE 60' GAP BETWEENTHE CONES TO ALLOWBUS STOP ACCESSCLOSE <ROAD> WITHTYPE III BARRICADECUSTOM NOTEALLOW DRIVEWAYACCESS BETWEENCONESCONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTIONSPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSPLACE SIGN ATALLEY ENTRANCEPLACE AT INTERSECTIONWITH <STREET>PLACE <FEET><DIRECTION>AT CROSSWALKDETOUR<ROAD>UPO TO HOLD TRAFFIC FORAPPROX. 5 MIN WHILE CABLEIS RAISED OVER ROADSIGNAL TO BE SET TO FOUR-WAYRED FLASHING MODE, OFFICERREQUIRED TO CONTROL TRAFFICWHEN WORKING IN INTERSECTIONCLOSE WITH TYPE III BARRICADE,INFORM PROPERTY OWNER TOUSE <DIRECTION> ENTRANCE/EXIT5 DAYS PRIOR TO WORKPEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.*PROTECTED PEDESTRIAN REROUTES SHALLMAINTAIN ADA REQUIREMENTS: ADA COMPLIANTCURB RAMPS AND CANE DETECTION TO TRANSITIONFROM SIDEWALK TO STREET LEVEL AND BACK.PEDESTRIAN ASSISTANCE: PEDESTRIAN FACILITIESCLOSURES SHALL BE SIGNED AND DETOUR ROUTESPROVIDED. IF DETOUR ROUTES CANNOT BE PROVIDED,THE CONTRACTOR SHALL PROVIDE FLAGGERS TOASSIST PEDESTRIANS THROUGH WORK ZONE.LEAVE 5.5' PEDESTRIANACCESS TO CROSSWALKUPO TO STOP ALLTRAFFIC BEFORE RAISINGCABLE OVER ROADWAIT FOR CLEAR SIGNALBEFORE RAISING CABLEOVER THE ROADFLAGGERS TO STOP ALLTRAFFIC BEFORE RAISINGCABLE OVER ROADCLOSE <ROAD> BETWEEN<ROAD> AND <ROAD>, SEEPAGE <X> FOR DETOUR PLANNOTIFY KING COUNTYMETRO IN ADVANCE OFCONSTRUCTION FORIMPACTED BUS STOPPLACE AT <DIR,DIR>CORNER OF <STREET>AND <STREET>UPO MUST ACTIVELY DIRECTEB AND WB TRAFFIC TO THEIRAPPROPRIATE RECEIVINGLANES AT THIS INTERSECTIONPLACE W20-1 <XXX'><DIRECTION> ON<DIRECTION>BOUND <STREET>R3-2R3-4R3-1R3-502ONLYDETOURROUTEM4-9HR4-8R4-7AKEEPRIGHTR4-8AKEEPLEFTCONTRACTOR IS RESPONSIBLE TONOTIFY TRIMET AT FOC@TRIMET.ORG5 DAYS IN ADVANCE OF LANECLOSURE IS DISRUPTION TO EXISTINGSTOPS OR SERVICE IS ANTICIPATEDONROADWAYCW11-1R3-7LEFT LANETURN LEFTMUSTR3-7RIGHT LANETURN RIGHTMUSTLANE ENDSMERGELEFTW9-2R3-6OKR3-6OKMFP23000244
ADDRESS: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NAME: JB0001095092 - PRINTSDRAWING FILE LOCATION: G:\SHARED DRIVES\BOOKER ENGINEERING\CLIENTS\CANNON\CANNON COMCAST\PRINTS\RENTON\JB0001095092_PRINTS\JB0001095092_PRINTS.DWGAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852101SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T HSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/9 - DESIGN VIEW 1/610 - TYPICALSSCOPE OF WORKTIE IN AT PSE POLE 318640-166922 THEN OVERLASHNEW 48CT FIBER A TOTAL OF 2695' (SE) (17 SPANS)TO PSE POLE 318388-166934. ACCESS 1 EXISTINGSPLICE CASE NEAR PSE POLE 318388-166934 FORMAINTENANCE. UPGRADE 1 EXISTING SPLICE CASENEAR PSE POLE 318550-166934. ALLCONSTRUCTION AND RESTORATION TO MEET OREXCEED CITY OF RENTON STANDARDS.VICINITY MAPCONTACTSKYLE CONNENGINEERING MANAGERCANNON CONSTRUCTIONKCONN@CANNONCONSTRUCTIONINC.COM360.701.1633SPENCER KARINIEMIOPERATIONS MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 9NE 12TH STNE 11TH PLNE 11TH STNE 10TH PLNE 10TH STNE 9TH STNE 8TH PLOLYMPIA AVE NENE 10TH CTNE 10TH LNMONROE AVE NE
MFP23000244This permit is for Major construction work in the ROW and will be billed at an additional$158/HR for inspections. After hours and weekend work will be billed at $175/HR
GENERAL NOTES(1)All design and construction shall be in accordance with permit conditions, the King County Code (KCC),Road Standards (KCRS), Washington State DOT (WSDOT) Standard Specifications and the conditions ofpreliminary approval. It shall be the sole responsibility of the applicant and the professional civil engineer tocorrect any error, omission, or variation from the above requirements found in these plans. All correctionsshall be at no additional cost or liability to King County.(2)The design elements within these plans have been reviewed according to the King County Department ofDevelopment and Environmental Services (DDES) Engineering Review checklist. Some elements mayhave been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is notallowed unless specifically approved by King County prior to construction.(3)Approval of this road, grading, parking and drainage plan does not constitute an approval of any otherconstruction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.)(4)Before any construction or development activity, a preconstruction meeting must be held between theDDES's Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative.(5)A copy of these approved plans must be on the job site whenever construction is in progress.(6)Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and10 a.m. to 5 p.m. on Sunday, unless otherwise approved with a written decision by the Reviewing Agency.(7)It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary beforeinitiating off-site work. Easements require review and approval prior to construction.(8)Franchised utilities or other installations that are not shown on these approved plans shall not beconstructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted tothe DDES's Land Use Inspection Section three days prior to construction.(9)Datum shall be KCAS unless otherwise approved by DDES.(10)Dewatering system (underdrain) construction shall be within a right-of-way or appropriate drainageeasement, but not underneath the roadway section. All underdrain systems must be constructed inaccordance with WSDOT Standard Specifications.(11)All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standardproctor.(12)Open cutting of existing roadways for non-franchised utility or storm work is not allowed unless specificallyapproved by DDES and noted on these approved plans. Any open cut shall be restored in accordance withKCRS.(13)The Contractor shall be responsible for providing adequate safeguards, safety devices, protectiveequipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and toprotect property in connection with the performance of work covered by the contractor. Any work within thetraveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane oftraffic affected. Manual on Uniform Traffic Control Devices (MUTCD) shall apply. Work in right-of-way isnot authorized until a traffic control plan is approved by King County.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852102SHEET NUMBEROFKnow what's below.Call before you dig.RMFP23000244
AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852103SHEET NUMBEROFKnow what's below.Call before you dig.RLEGENDXX(XXX')N O R T H#F#F#FMFP23000244
341012033501116035003419115134143408OLYMPIA AVE NENE 12TH ST
NE 11TH PL
127'237'92'127'CONSTRUCTION NOTES1TIE INTO AERIEL SPLICE CASE NEAR PSE POLE318640-166922.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852104SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 5
2FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.12N O R T H MFP23000244
3413341234073406111211101106350135063413106734073414111834143408OLYMPIA AVE NENE 11TH PL
NE 11TH ST(127')62'189'218'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852105SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 6 MATCH TO SHEET41FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.1N O R T H MFP23000244
10561050342334151025PARCEL# 09230592421021102210181012NE 10TH PL
OLYMPIA AVE NENE 10TH CT
NE 10TH LN
NE 10
T
H
L
N(218')177'246'157'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852106SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 7 MATCH TO SHEET51FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.2UPGRADE EXISTING SPLICE CASE NEAR PSE POLE318550-166934.12N O R T H MFP23000244
1017101310091003350335111008100435019103500913340990334121021OLYMPIA AVE NENE 10TH LN
NE 10TH ST(157')202'203'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852107SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 8MATCH TO SHEET61FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.1N O R T H MFP23000244
350186686285885485087134138678638598558518153412 903 NE 9TH ST
OLYMPIA AVE NE3500(203')147'126'127'128'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852108SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 9 MATCH TO SHEET71FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.1N O R T H MFP23000244
81134248043501343134253419342034147207147088103507OLYMPIA AVE NENE 8TH ST815(128')130'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852109SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET81FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.2ACCESS EXISTING SPLICE CASE FOR MAINTENANCE.12N O R T H MFP23000244
TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521010SHEET NUMBEROFKnow what's below.Call before you dig.RMFP23000244
Cannon Construction LLC.
406 Porter Way
Milton, WA 98354
1/13/2023
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for JB0001095092
To whom it may concern:
Cannon Construction has been contracted to design and engineer this project on behalf of
Comcast Cable Communications Management. Comcast is applying for a variance request in
order to upgrade their existing facilities.
Comcast proposes to tie in at PSE Pole 318640-166922 then Overlash New 48CT fiber a total of
2695' (SE) (17 Spans) to PSE Pole 318388-166934. Access 1 existing splice case near PSE POLE
318388-166934 for Maintenance. Upgrade 1 existing Splice Case near PSE POLE 318550-166934
at 3419 NE 12TH ST, Renton, WA 98056.
Comcast is requesting that the City of Renton approve this variance request based on the fact
that the requirements for undergrounding this proposed over-lash on existing plant will cause
undue hardship.
1. Installation of undergrounding facilities will increase the total cost of construction
roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand.
2. Risk of potential damage to underground facilities will be increased.
3. Over-lash will not cause substantial adverse impact to other persons or entities in the
immediate area. Over-lashing the cable will be accomplished in a few days, and the
residents will not notice any impact. Comcast will clean up the over-lashed spans as
necessary and identify and remove any existing dead cables along this route.
4. The variance is necessary to prevent any undue hardship due to the increased
construction costs if forced to install the proposed extension underground.
5. The granting of the variance will not be materially detrimental to the public welfare.
Comcast does agree to participate in future underground improvements for its
proportionate share of the undergrounding costs, waiving the obligation into the future
when all other utilities are undergrounded to prevent an undue hardship against
Comcast currently.
Upon the granting of the variance, Comcast will coordinate construction and traffic control as
per your requirements. Comcast and their contractors want to cooperate at the highest level
and agree to adhere to all provisions and requirements set forth by the City of Renton to insure
safe installation and maintenance of the proposed facilities.
If you have any further questions regarding this project, please contact Alex Fox &
253.359.6809
Thank you for your consideration in this matter.
David Standring
Permit Coordinator
Cannon Construction Inc.
o 253-922-2787 | permitting@teamcannon.com
February 6, 2023
David Standring
Cannon Construction Inc.
4610 Tacoma Avenue,
Sumner WA 98390
Via Email: Permitting@teamcannon.com
SUBJECT: Request for Undergrounding Exemption (JB#1095092, MFP23000244, 3419 NE 12th St)
Dear Mr. Standring:
The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal
Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required
to be installed underground, pursuant to the standards of the section of RMC.
Comcast proposes to have Cannon Construction Inc overlash new 48CT fiber for a total of approximately
2,695 lineal feet to existing Puget Sound Energy (PSE) poles along NE 12th St and Olympia Ave NE within
the City. See the enclosed Site Plan showing the proposed overlashing limits.
ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720
grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below,
through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton.
Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service
providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service
provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are
underground, Grantee shall place its Cable System’s distribution cables underground within that area;
provided that such underground locations are actually capable of accommodating Grantee’s cable and
other equipment without technical degradation of the Cable Systems’ signal quality.
The proposal would utilize existing poles with other attached franchisee communication facilities and
overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need
to be provided for, any existing obsolete cable will need to be removed; staff recommends these as
conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast
franchise agreement which allows new overhead facilities to be placed overhead provided there are other
similar providers overhead as well. Comcast is required to obtain all necessary private utility easements
for work on private property.
DECISION: The requested exemption from underground utility installation requirements RMC4-6-090 (C)
as requested by the applicant is approved with conditions subject to the conditions below as the request
complies with the Comcast Franchise Agreement.
Comcast Job JB#51095092
Page 2 of 2
February 6, 2023
Conditions of Approval:
1. Any existing height violations within the Project Reach must be resolved at the time of
construction. New aerial lines within the Project Reach must have a minimum vertical clearance
of 15’-6”.
2. Any abandoned or unused lines within the Project Reach must be removed at the time that
construction is taking place.
3. A traffic control plan must be separately submitted to the City, and no construction may take
place until the City has approved a traffic control plan.
4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in
the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other
utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a
franchisee within the Project Reach, in which case the Applicant shall participate in the joint use
trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made
available within the Project Reach that will accommodate the aerial lines. The new aerial lines
must be undergrounded within one year, or approved otherwise by the City of Renton Community
and Economic Development Administrator or designee, from the first event triggering the
requirement to underground the aerial lines.
This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period
from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed
with the City Clerk, along with the required appeal fee, by 5:00 pm, February 20, 2023. Due to the ongoing
state of emergency enacted by Governor’s Proclamation 20-28.14 (and as amended), the City Clerk’s
Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at
cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal
fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is
submitted electronically. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional
information regarding the appeal process may be obtained from the City Clerk’s Office,
cityclerk@rentonwa.gov.
Sincerely,
Brianne Bannwarth, PE
Development Engineering Director
cc: C.E. “Chip” Vincent, CED Administrator
Justin Johnson, Construction Engineering Manager
Scott Warlick, Engineering Specialist III
Holly Powers, Engineering Specialist III
Franchise Permits
Enclosures: Site Plan
ADDRESS: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NAME: JB0001095092 - PRINTSDRAWING FILE LOCATION: G:\SHARED DRIVES\BOOKER ENGINEERING\CLIENTS\CANNON\CANNON COMCAST\PRINTS\RENTON\JB0001095092_PRINTS\JB0001095092_PRINTS.DWGAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852101SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T HSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/9 - DESIGN VIEW 1/610 - TYPICALSSCOPE OF WORKTIE IN AT PSE POLE 318640-166922 THEN OVERLASHNEW 48CT FIBER A TOTAL OF 2695' (SE) (17 SPANS)TO PSE POLE 318388-166934. ACCESS 1 EXISTINGSPLICE CASE NEAR PSE POLE 318388-166934 FORMAINTENANCE. UPGRADE 1 EXISTING SPLICE CASENEAR PSE POLE 318550-166934. ALLCONSTRUCTION AND RESTORATION TO MEET OREXCEED CITY OF RENTON STANDARDS.VICINITY MAPCONTACTSKYLE CONNENGINEERING MANAGERCANNON CONSTRUCTIONKCONN@CANNONCONSTRUCTIONINC.COM360.701.1633SPENCER KARINIEMIOPERATIONS MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 9NE 12TH STNE 11TH PLNE 11TH STNE 10TH PLNE 10TH STNE 9TH STNE 8TH PLOLYMPIA AVE NENE 10TH CTNE 10TH LNMONROE AVE NE
MFP23000244
GENERAL NOTES(1)All design and construction shall be in accordance with permit conditions, the King County Code (KCC),Road Standards (KCRS), Washington State DOT (WSDOT) Standard Specifications and the conditions ofpreliminary approval. It shall be the sole responsibility of the applicant and the professional civil engineer tocorrect any error, omission, or variation from the above requirements found in these plans. All correctionsshall be at no additional cost or liability to King County.(2)The design elements within these plans have been reviewed according to the King County Department ofDevelopment and Environmental Services (DDES) Engineering Review checklist. Some elements mayhave been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is notallowed unless specifically approved by King County prior to construction.(3)Approval of this road, grading, parking and drainage plan does not constitute an approval of any otherconstruction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.)(4)Before any construction or development activity, a preconstruction meeting must be held between theDDES's Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative.(5)A copy of these approved plans must be on the job site whenever construction is in progress.(6)Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and10 a.m. to 5 p.m. on Sunday, unless otherwise approved with a written decision by the Reviewing Agency.(7)It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary beforeinitiating off-site work. Easements require review and approval prior to construction.(8)Franchised utilities or other installations that are not shown on these approved plans shall not beconstructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted tothe DDES's Land Use Inspection Section three days prior to construction.(9)Datum shall be KCAS unless otherwise approved by DDES.(10)Dewatering system (underdrain) construction shall be within a right-of-way or appropriate drainageeasement, but not underneath the roadway section. All underdrain systems must be constructed inaccordance with WSDOT Standard Specifications.(11)All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standardproctor.(12)Open cutting of existing roadways for non-franchised utility or storm work is not allowed unless specificallyapproved by DDES and noted on these approved plans. Any open cut shall be restored in accordance withKCRS.(13)The Contractor shall be responsible for providing adequate safeguards, safety devices, protectiveequipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and toprotect property in connection with the performance of work covered by the contractor. Any work within thetraveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane oftraffic affected. Manual on Uniform Traffic Control Devices (MUTCD) shall apply. Work in right-of-way isnot authorized until a traffic control plan is approved by King County.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852102SHEET NUMBEROFKnow what's below.Call before you dig.RMFP23000244
AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852103SHEET NUMBEROFKnow what's below.Call before you dig.RLEGENDXX(XXX')N O R T H#F#F#FMFP23000244
341012033501116035003419115134143408OLYMPIA AVE NENE 12TH ST
NE 11TH PL
127'237'92'127'CONSTRUCTION NOTES1TIE INTO AERIEL SPLICE CASE NEAR PSE POLE318640-166922.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852104SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 5
2FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.12N O R T H MFP23000244
3413341234073406111211101106350135063413106734073414111834143408OLYMPIA AVE NENE 11TH PL
NE 11TH ST(127')62'189'218'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852105SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 6 MATCH TO SHEET41FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.1N O R T H MFP23000244
10561050342334151025PARCEL# 09230592421021102210181012NE 10TH PL
OLYMPIA AVE NENE 10TH CT
NE 10TH LN
NE 10
T
H
L
N(218')177'246'157'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852106SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 7 MATCH TO SHEET51FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.2UPGRADE EXISTING SPLICE CASE NEAR PSE POLE318550-166934.12N O R T H MFP23000244
1017101310091003350335111008100435019103500913340990334121021OLYMPIA AVE NENE 10TH LN
NE 10TH ST(157')202'203'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852107SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 8MATCH TO SHEET61FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.1N O R T H MFP23000244
350186686285885485087134138678638598558518153412 903 NE 9TH ST
OLYMPIA AVE NE3500(203')147'126'127'128'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852108SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET 9 MATCH TO SHEET71FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.1N O R T H MFP23000244
81134248043501343134253419342034147207147088103507OLYMPIA AVE NENE 8TH ST815(128')130'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852109SHEET NUMBEROFKnow what's below.Call before you dig.RMATCH TO SHEET81FROM SPLICE CASE NEAR PSE POLE 318640-166922OVERLASH NEW 48CT FIBER A TOTAL OF 2695' (SE) (17SPANS) TO PSE POLE 318388-166934.2ACCESS EXISTING SPLICE CASE FOR MAINTENANCE.12N O R T H MFP23000244
TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 3419 NE 12TH ST, RENTON, WA 98056PROJECT NUMBER: JB0001095092PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKJPS12/19/22------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.28521010SHEET NUMBEROFKnow what's below.Call before you dig.RMFP23000244
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP23000244
Engineering
1 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking
place.
2 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial
lines within the Project Reach must have a minimum vertical clearance of 15'-6".
3 A traffic control plan must be separately submitted to the City, and no construction may take place until the City
has approved a traffic control plan.
4 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the
Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the
Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the
Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or
(3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial
lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and
Economic Development Administrator or designee, from the first event triggering the requirement to underground
the aerial lines.
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