HomeMy WebLinkAboutMFP22005754.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP22005754
IVR Number: 22005754
Permit Information
Permit Name: Comcast Cable Franchise Permit-JB0001189616
Address/Location:10/28/2022Application Date:7708180020Parcel Number: 5508 NE 5TH CIR
Permit Type:11/18/2022Issue Date:Franchise
Permit Work Class:11/20/2023Expiration Date:Major Utility
Job Number: JB0001189616Franchise Type:Cable
Description: Comcast JB0001189616. STARTING NEAR 5508 NE 5TH CIR TIE INTO EXISTING COMCAST VAULT THEN
PROOF/PULL 48CT FIBER 867' (E) TO PSE POLE 318199 167656. FROM PSE POLE 318199 167656 OVERLASH
NEW 48CT FIBER 816' (S) (5 SPANS) TO PSE POLE 318494 167637. ACCESS 8 EXISTING COMCAST PEDESTALS
FOR MAINTENANCE AT PROPOSED LOCATIONS. ACCESS 6 EXISTING SPLICE CASES
FOR MAINTENANCE AT PROPOSED LOCATIONS. ALL CONSTRUCTION AND RESTORATION TO MEET OR
EXCEED CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
David Standring
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
ApplicantX
Andrew Parker
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (253) 225-0596Contact
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
Andrew Parker
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (253) 225-0596Emergency
Contact
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
JB0001189616
Andrew Parker
(253) 225-0593
Andrew_Parker2@comcast.com
5508 NE 5TH CIR, RENTON, WA 98059 5508 NE 5TH CIR, RENTON
STARTING NEAR 5508 NE 5TH CIR TIE INTO EXISTING COMCAST VAULT THEN PROOF/PULL 48CT FIBER 867' (E)
TO PSE POLE 318199-167656. FROM PSE POLE 318199-167656 OVERLASH NEW 48CT FIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.
ACCESS 8 EXISTING COMCAST PEDESTALS FOR MAINTENANCE AT PROPOSED LOCATIONS. ACCESS 6 EXISTING SPLICE CASES FOR MAINTENANCE AT PROPOSED LOCATIONS.
Cannon Construction LLC - David Standring 253-922-2787
601590363 20838
10/27/2022
MFP22005754
Scott Warlick
RESTORATION PER CITY OF RENTON STANDARDS
11/18/2022
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].”
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company: Comcast Cable Communications Management (Cannon Construction Contractor)
Contact Name: Andrew Parker
____985-3769____
410 Valley Ave NW, Ste 12 Bldg C Puyallup, WA. 98371
Phone Number ( 253)-225-0593
STARTING NEAR 5508 NE 5TH CIR TIE INTO EXISTING COMCAST VAULT THEN PROOF/PULL 48CT FIBER 867' (E) TO PSE POLE
318199-167656. FROM PSE POLE 318199-167656 OVERLASH NEW 48CT FIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.
ACCESS 8 EXISTING COMCAST PEDESTALS FOR MAINTENANCE AT PROPOSED LOCATIONS. ACCESS 6 EXISTING SPLICE CASES FOR MAINTENANCE AT PROPOSED LOCATIONS.
5508 NE 5TH CIR, RENTON 0001189616
5508 NE 5TH CIR, RENTON, WA 98059
MFP22005754
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 11/18/2022
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 Cannon Construction/Authorized Agent
10/27/2022
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: SPLICEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 1001 NE 10TH ST, RENTONDESCRIPTION: SPLICE AT POLE121SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPLICE LOCATIONX*X*ROADWORKAHEADW20-1W4-119LX*ROADWORKAHEADW20-1SPEEDLIMIT255604561010019655615560356038'NE 10TH ST18'MFP22005754
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: MAINTENANCEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 5406 NE 6TH CT, RENTONDESCRIPTION: ACCESS PEDESTAL FORMAINTENANCE122SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLER7-T39 NO PARKSPEEDLIMIT258'X85'ROADWORKAHEADW20-1ROADWORKAHEADW20-1W4-119LX*X*54005406541254185424672-668662665668661667673WORK AREA5'5'NE 6TH CTKITSAP AVE NE
LYONS AVE NE 14'MFP22005754
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: MAINTENANCEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 5614 NE 6TH PL, RENTONDESCRIPTION: ACCESS PEDESTAL FORMAINTENANCE123SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLER7-T39 NO PARKNE 6TH PL8'SPEEDLIMIT25ROADWORKAHEADW20-1W4-119L56085614562056265632WORK AREA5'5'X*X*ROADWORKAHEADW20-1X*16'MFP22005754
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 H
253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 422 KITSAP AVE NE, RENTONDESCRIPTION: SPLICE AT DOGHOUSE124SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLER7-T39 NO PARKSPEEDLIMIT255'5'ROADWORKAHEADW20-1W4-119LX60'8'X35'KITSAP AVE NE4224164124155365NE 4TH CT WORK AREA24'MFP22005754
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 H
253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 702 NILE AVE NE, RENTONDESCRIPTION: SPLICE AT POLE125SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLER7-T39 NO PARKUTILITY POLESPLICE LOCATION11'11'10'X*X*ROADWORKAHEADW20-1W21-5SHOULDERWORK702703715715665NILE AVE NENE 7TH PLSPEEDLIMIT35
MFP22005754
5585525709604603610616SPENCER 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 H
253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 610 NILE AVE NE, RENTONDESCRIPTION: SPLICE AT POLES126SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLEFLAGGING STATIONSPEEDLIMIT3570'X*X*X*SPLICE LOCATIONNILE AVE NE50'X*X*X*ROADWORKAHEADW20-1W20-7ROADWORKAHEADW20-1W20-730'X*X*X*W20-7BEPREPAREDTO STOPW3-4ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4ONE LANEROADAHEADW20-411'11'X*X*X*ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-4NE 6TH ST
11'11'MFP22005754
5701570257065640421431431451451SPENCER 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 H
253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICEHOURS OF TCP: 9PM-4AM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 5640 NILE AVE NE, RENTONDESCRIPTION: SPLICE AT POLE127SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPLICE LOCATIONUNIFORMED POLICE OFFICERUPO MUST ACTIVELY DIRECTNORTHBOUND TRAFFIC TO THEIRAPPROPRIATE RECEIVING LANE ATTHIS INTERSECTIONSIGNALIZED INTERSECTIONR3-2R3-2SPEEDLIMIT35X*X*X*ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-4X*X*X*ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-4X*X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7X245'X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7L/2125'14'12'11'NILE AVE NENE 4TH PL
NE 4TH ST
MFP22005754
57015702570656404214314314514514594655015175104725707NILEPL NENILEPL NE5729530SPENCER 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 H
253035404550556065645570495425360305250200155LENGTH (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: JB00001189616JOB ADDRESS: 472 NILE AVE NE, RENTONDESCRIPTION: OVERLASH BETWEEN POLES128SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLEFLAGGING STATION11'11'ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-4X*X*X*ROADWORKAHEADW20-1W20-7ROADWORKAHEADW20-1W20-78'X*X*X*SPEEDLIMIT3550'X*X*X*NILE AVE NENE 4TH PLONE LANEROADAHEADW20-4ONE LANEROADAHEADW20-450'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSSPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSMFP22005754
451459465501517510472558552530529SPENCER 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 H
253035404550556065645570495425360305250200155LENGTH (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: JB00001189616JOB ADDRESS: 552 NILE AVE NE, RENTONDESCRIPTION: OVERLASH BETWEEN POLES129SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLEROADWORKAHEADW20-1W20-7X*X*X*50'50'50'ROADWORKAHEADW20-1W20-7X*X*X*FLAGGING STATIONNILE AVE NESPEEDLIMIT3511'11'ONE LANEROADAHEADW20-4ONE LANEROADAHEADW20-4SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSSPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYSMFP22005754
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,MAINTENANCEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 553 LYONS PL NE, RENTONDESCRIPTION: SPLICE AND ACCESSDOGHOUSE FOR MAINTENANCE1210SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLER7-T39 NO PARKWORK AREA5'5'5'5'X*ROADWORKAHEADW20-1W4-119LX*X*ROADWORKAHEADW20-1LOCALACCESSONLYR5-133STREETCLOSEDR11-2LOCALACCESSONLYR5-133STREETCLOSEDR11-2PLACE SIGN ATALLEY ENTRANCE10'X*ROADWORKAHEADW20-1NE 5TH PLLYONS PL NE5538'SPEEDLIMIT2516'MFP22005754
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: SPLICEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 5508 NE 5TH CIR, RENTONDESCRIPTION: SPLICE AT DOGHOUSE1211SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLER7-T39 NO PARK5'5'W4-119LROADWORKAHEADW20-1WORK AREAX35'X*8'NE 5TH CIRLYONS PL NE550255085514560056065612561756115605551555115607317SPEEDLIMIT2520'MFP22005754
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,MAINTENANCEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB00001189616JOB ADDRESS: 5507 NE 5TH CT, RENTONDESCRIPTION: SPLICE AND ACCESSPEDESTALS FOR MAINTENANCE1212SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLER7-T39 NO PARK5'5'5'5'ROADWORKAHEADW20-1W4-119LX*X35'ROADWORKAHEADW20-1ROADWORKAHEADW20-1X*X*WORK AREA8'8'NE 5TH CTLYONS PL NE5512560456105501550755135603560956856555955311'SPEEDLIMIT2514'14'MFP22005754
ADDRESS: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NAME: JB0001189616 - PRINTSDRAWING FILE LOCATION: G:\SHARED DRIVES\BOOKER ENGINEERING\CLIENTS\CANNON\CANNON COMCAST\PRINTS\RENTON\JB0001189616\JB0001189616_PRINTS.DWGAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852191SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T HSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/18 - DESIGN VIEW 1/1519 - TYPICALSSCOPE OF WORKSTARTING NEAR 5508 NE 5TH CIR TIE INTOEXISTING COMCAST VAULT THEN PROOF/PULL48CT FIBER 867' (E) TO PSE POLE 318199-167656.FROM PSE POLE 318199-167656 OVERLASH NEW48CT FIBER 816' (S) (5-SPANS) TO PSE POLE318494-167637. ACCESS 8 EXISTING COMCASTPEDESTALS FOR MAINTENANCE AT PROPOSEDLOCATIONS. ACCESS 6 EXISTING SPLICE CASESFOR MAINTENANCE AT PROPOSED LOCATIONS. ALLCONSTRUCTION AND RESTORATION TO MEET OREXCEED CITY OF RENTON STANDARDS.KYLE CONNENGINEERING MANAGERCANNON CONSTRUCTIONKCONN@CANNONCONSTRUCTIONINC.COM360.701.1633SPENCER KARINIEMIOPERATIONS MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852CONTACTSVICINITY MAPSHEET 11SHEET 12SHEET 16SHEET 17SHEET 15SHEET 14SHEET 13SHEET 4SHEET 5SHEET 7SHEET 8SHEET 10SHEET 9SHEET 6SHEET 18NE 4TH STNILE AVE NENE 6TH STNE 4TH CTNE 7TH PLROSARIO AVE NEMFP22005754This permit is for Major construction work in the ROW and will be billed at an additional$150/HR for inspections. After hours and weekend work will be billed at $175/HR
GENERAL NOTES1.THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURREDTO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIGSYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.2.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTHIN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANYAPPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE CITY OFRENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALLVERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTORAT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.5.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTINGUTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BERESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.6.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANYPERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.8.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE ASITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.9.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.10.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITHM.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALLTRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH CITY OF RENTON.11.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS ORDESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.12.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OFRENTON INSPECTOR AT ALL TIMES. THE CITY OF RENTON REQUEST A NEW PLAN SET THAT INDICATES THE NEWLY RELOCATED FACILITIES WHEN CONSTRUCTION IS COMPLETED.14.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTEON THE RECORD DRAWINGS.15.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALLBE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.16.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.17.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANDANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF RENTON.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852192SHEET NUMBEROFKnow what's below.Call before you dig.RMFP22005754
AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852193SHEET NUMBEROFKnow what's below.Call before you dig.RLEGENDXX(XXX')N O R T H#F#F#FMFP22005754
5502550856005514NE 5TH CIR304'LYONS PL NECONSTRUCTION NOTES1TIE INTO EXISTING COMCAST PEDESTAL PD-01.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852194SHEET NUMBEROFKnow what's below.Call before you dig.R2FROM PD-01 PROOF/PULL NEW 48CT FIBER 867' (E) TO PSEPOLE 318199-167656 THROUGH EXISTING (1)-2'' CONDUIT.12N O R T HMATCH TO SHEET3MFP22005754
56035513550755015502550855145600NE 5TH PL563'(304')LYONS PL NE
CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852195SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PD-01 PROOF/PULL NEW 48CT FIBER 867' (E) TO PSEPOLE 318199-167656 THROUGH EXISTING (1)-2'' CONDUIT.12ACCESS EQUIPMENT INSIDE EXISTING COMCAST PEDESTALPD-02 FOR MAINTENANCE.3ACCESS EQUIPMENT INSIDE EXISTING COMCAST PEDESTALPD-03 FOR MAINTENANCE.4ACCESS EQUIPMENT INSIDE EXISTING COMCAST PEDESTALPD-04 FOR MAINTENANCE.2345ACCESS EQUIPMENT INSIDE EXISTING COMCAST PEDESTALPD-05 FOR MAINTENANCE.5N O R T HMATCH TO SHEET4MATCH TO SHEET 6
MFP22005754
5608560956155621552529PARCEL# 7708180170PARCEL# 770820TR-S5600NE 5TH PL(563')CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852196SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PD-01 PROOF/PULL NEW 48CT FIBER 867' (E) TO PSEPOLE 318199-167656 THROUGH EXISTING (1)-2'' CONDUIT.1N O R T HMATCH TO SHEET 7 MATCH TO SHEET5MFP22005754
552558530524510517529552PARCEL# 7708180170
NILE AVE NE(563')167'162'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852197SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PD-01 PROOF/PULL NEW 48CT FIBER 867' (E) TO PSEPOLE 318199-167656 THROUGH EXISTING (1)-2'' CONDUIT.2PROOF/PULL NEW 48CT FIBER 25' UP PSE POLE318199-167656 THROUGH EXISTING (1)-2'' RISER.3FROM PSE POLE 318199-167656 OVERLASH NEW 48CTFIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.N O R T H MATCH TO SHEET6MATCH TO SHEET 8123
MFP22005754
510517501466459465NILE AVE NE(162')171'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852198SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PSE POLE 318199-167656 OVERLASH NEW 48CTFIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.N O R T H 1MATCH TO SHEET7MATCH TO SHEET 9
MFP22005754
4594674594514315702NILE AVE NENE 4TH PL130'186'(171')CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852199SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PSE POLE 318199-167656 OVERLASH NEW 48CTFIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.N O R T H 1MATCH TO SHEET8MATCH TO SHEET10MFP22005754
57025706454570157075729NE 4TH PLNILE PL NE(186')CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521910SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PSE POLE 318199-167656 OVERLASH NEW 48CTFIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.N O R T H2ACCESS EXISTING SPLICE CASE NEAR PSE POLE318131-167668 FOR MAINTENANCE.MATCH TO SHEET912MFP22005754
PARCEL# 112305TR-ANILE AVE NENE 4TH ST
CONSTRUCTION NOTES1UPGRADE EXISTING NODE AND SPLICE CASE NEAR PSEPOLE 318109-167657.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521911SHEET NUMBEROFKnow what's below.Call before you dig.R1N O R T H MFP22005754
422416KITSAP AVE NECONSTRUCTION NOTES1ACCESS EQUIPMENT INSIDE EXISTING COMCAST PEDESTALPD-06 FOR MAINTENANCE.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521912SHEET NUMBEROFKnow what's below.Call before you dig.R1N O R T H MFP22005754
5709NILE AVE NENE 6TH STCONSTRUCTION NOTES1ACCESS EXISTING SPLICE CASE NEAR PSE POLE318229-167657 FOR MAINTENANCE.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521913SHEET NUMBEROFKnow what's below.Call before you dig.R1N O R T H MFP22005754
610604NILE AVE NECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521914SHEET NUMBEROFKnow what's below.Call before you dig.R11ACCESS EXISTING SPLICE CASE NEAR PSE POLE318255-167656 FOR MAINTENANCE.N O R T H MFP22005754
56085614NE 6TH PLCONSTRUCTION NOTES1ACCESS EQUIPMENT INSIDE EXISTING COMCAST PEDESTALPD-07 FOR MAINTENANCE.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521915SHEET NUMBEROFKnow what's below.Call before you dig.R1N O R T HMFP22005754
5400540654125418NE 6TH CTCONSTRUCTION NOTES1ACCESS EQUIPMENT INSIDE EXISTING COMCAST PEDESTALPD-08 FOR MAINTENANCE.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521916SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1MFP22005754
702NILE AVE NECONSTRUCTION NOTES1ACCESS EXISTING SPLICE CASE NEAR PSE POLE318314-167655 FOR MAINTENANCE.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521917SHEET NUMBEROFKnow what's below.Call before you dig.R1N O R T H MFP22005754
56101001NE 10TH STCONSTRUCTION NOTES1ACCESS EXISTING SPLICE CASE NEAR PSE POLE318494-167637 FOR MAINTENANCE.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521918SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1MFP22005754
TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521919SHEET NUMBEROFKnow what's below.Call before you dig.RMFP22005754
Cannon Construction LLC.
406 Porter Way
Milton, WA 98354
10/28/2022
City of Renton
1055 South Grady Way
Renton, WA 98057
RE: Aerial Variance Request for JB0001189616
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 - STARTING NEAR 5508 NE 5TH CIR TIE INTO EXISTING COMCAST VAULT
THEN PROOF/PULL 48CT FIBER 867' (E) TO PSE POLE 318199-167656.FROM PSE POLE 318199-
167656 OVERLASH NEW 48CT FIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637. ACCESS 8
EXISTING COMCAST PEDESTALS FOR MAINTENANCE AT PROPOSED LOCATIONS. ACCESS 6
EXISTING SPLICE CASES at 5508 NE 5th Circle Renton, WA 98059. 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 Justin Withrow - (253) 922-
2787.
Thank you for your consideration in this matter.
David Standring
Permit Coordinator
Cannon Construction Inc.
o 253-922-2787 | permitting@teamcannon.com
November 18, 2022
David Standring
Cannon Construction Inc.
4610 Tacoma Avenue,
Sumner WA 98390
Via Email: Permitting@teamcannon.com
SUBJECT: Request for Undergrounding Exemption (JB#1189616, MFP22005754, 5508 NE 5th Cir)
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
816 lineal feet to existing Puget Sound Energy (PSE) poles along Nile Ave NE and NE 4th Pl 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#1189616
Page 2 of 2
November 18, 2022
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, December 2, 2022. 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
552558530524510517529552PARCEL# 7708180170
NILE AVE NE(563')167'162'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852197SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PD-01 PROOF/PULL NEW 48CT FIBER 867' (E) TO PSEPOLE 318199-167656 THROUGH EXISTING (1)-2'' CONDUIT.2PROOF/PULL NEW 48CT FIBER 25' UP PSE POLE318199-167656 THROUGH EXISTING (1)-2'' RISER.3FROM PSE POLE 318199-167656 OVERLASH NEW 48CTFIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.N O R T H MATCH TO SHEET6MATCH TO SHEET 8123
MFP22005754
510517501466459465NILE AVE NE(162')171'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852198SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PSE POLE 318199-167656 OVERLASH NEW 48CTFIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.N O R T H 1MATCH TO SHEET7MATCH TO SHEET 9
MFP22005754
4594674594514315702NILE AVE NENE 4TH PL130'186'(171')CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.2852199SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PSE POLE 318199-167656 OVERLASH NEW 48CTFIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.N O R T H 1MATCH TO SHEET8MATCH TO SHEET10MFP22005754
57025706454570157075729NE 4TH PLNILE PL NE(186')CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 5508 NE 5TH CIR, RENTON, WA 98059PROJECT NUMBER: JB0001189616PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKADR10/24/22------------------------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 98272360.722.28521910SHEET NUMBEROFKnow what's below.Call before you dig.R1FROM PSE POLE 318199-167656 OVERLASH NEW 48CTFIBER 816' (S) (5-SPANS) TO PSE POLE 318494-167637.N O R T H2ACCESS EXISTING SPLICE CASE NEAR PSE POLE318131-167668 FOR MAINTENANCE.MATCH TO SHEET912MFP22005754
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP22005754
Engineering
1 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.
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 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".
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