HomeMy WebLinkAboutMFP24002870.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24002870
IVR Number: 24002870
Permit Information
Permit Name: JB0001622493
Address/Location:06/05/2024Application Date:4306500040Parcel Number: 16226 SE 137TH PL
Permit Type:07/26/2024Issue Date:Franchise
Permit Work Class:07/28/2025Expiration Date:Minor Utility
Job Number: JB0001622493Franchise Type:Cable
Description: Comcast JB0001622493 TIE IN AT EXISTING PED ON SE 137TH PL BORE 120' TO EXISTING VAULT ON SE 137TH
PL. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Danielle Hughes
Prince Telecom LLC
13701 24th St E Bldg G
Sumner, WA 98390
ApplicantX
Joshua Ashley
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (503) 939-7931Contact
Akisha Brown
Prince Telecom Inc
551A Mews Dr
New Castle, DE 19720
B: (302) 482-8893
C: (302) 482-8892
Contractor
Business License Number: 29850Electrical Contractor: PRINCTL834BF
Construction Contractor: PRINCTL862PS
Joshua Ashley
Comcast
410 Valley Ave NW, Suite 12 Bldg C
Puyallup, WA 98371
B: (503) 939-7931Emergency
Contact
MINTY WALTER E+SHIRLEY B 16226 SE 137TH PL
RENTON , WA 98059
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 PUBLIC WORKS
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].”
Site Address:
Project Name: Permit #:
Work Date: From ___________ To _____________ Work Time: Start ____________ End
Construction Company: ____________________________________________________
Contact Name:
Business Address: 13701 24TH ST BLDG G City/State: SUMNER, WA Zip: 98390
Description of Work: TIE IN AT EXISTING PED ON SE 137TH PL BORE 120' TO EXISTING VAULT ON
SE 137TH PL
_____ Approval By: Date: Transportation Engineering
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 3 | Published: 10/27/2021
BILL WALKER Phone/Cell: 253-208-8108
16226 SE 137TH PL RENTON WA 98059
JB0001622493
MONDAY FRIDAY 8:00 AM 4:00 PM
PRINCE TELECOM LLC
MFP24002870
8:00am 3:00pm
Scott Warlick CED 7/26/2024
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 2 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)
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
Danielle Hughes
Danielle Hughes
06/05/2024
NO PARKING7 AM - 6 PMFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555R7-T38
S e 1 3 7 t h P l16226sidewalk16218
SIDEWALKCLOSEDR9-9 cones -flagger -
sidewalk - Minimum 10' Lane
- Sidewalk shall be closed NOTES : - No Parking signs shall be placed 48hrs in advance of work - Home's on Private Driveway will be notified of Date & Time of expected work
TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS)STATIONARYOPERATION (ft)30 MIN.100 max. MINUMIM WEIGHT 16000 LBS(MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION4 YARD DUMP TRUCK SERVICE TRUCK FLAT BED, ETCPROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCELONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTA PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE IF NO TMA IS USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS ANDNO ROLL AHEAD DISTANCE IS SPECIFIED. REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATIONCHANNELIZING DEVICE SPACING CHART (FEET)50/7035/4520/30mph *Half-Spacing*TAPER TANGENT20N/A 403020 806040N/ABUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (mph)LENGTH (ft)25 30 35 40 45 50 55 60 65 70155200250305360425495570645730 MINIMUM TAPER LENGTH = L (feet)POSTED SPEED (mph)25 30 35 40 45 50 55 60 65 70 LANEWIDTH (feet)101112 105115125 150165180 205225245 270295320 450495540 500550600 550605660 660720-----780 840SIGN SPACING = X (FEET) (1)FREEWAYS & EXPRESSWAYSRURAL HIGHWAYSRURAL ROADSRURAL ROADS and URBAN ARTERIALSRURAL ROAD, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED55/70 mph 60/65 mph45/55 mph35/40 mph25/30 mph25mph or less 1500ft +/-800ft +/-500ft +/-350ft +/-200ft +/- (2)100ft +/- (2)(1) All spacing may be adjusted to accomodate interchange ramps, at-gradeintersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.MERGING, SHIFTING, and SHOULDER TAPER LENGTHSand NUMBER OF CHANNELIZATION DEVICES USED10ft LANE 11ft LANE 12ft LANELLL1/2L 1/2L 1/2L Lane widthMPH Merging Merging MergingDevicesShiftingDevicesDevicesDevicesDevices DevicesShiftingShifting SHOULDER TAPERS(assume 10ft shoulders)1/3L Devices (FT)LengthMPH20253035404550556065707010515020527045050055060065070066881016141516171935557510513522525027530032535034556988991075115165225295495550605660715770679911181516181920406085115150250285305330370385345569899101180125180245320540600660720780840671091219161819212240659012516027030033036039042034556109910111220253035404550556065702535507090150170185200220235 33344666677 Shoulder tapers equalsshoulder Width x Speed/3Taper Length Criteria forType of TaperMerging TaperShifting TaperShoulder TaperOne-Lane, Two-Way Traffic TaperDownstream Taper at least Lat least 0.5 L50 Feet Minimum, 100 Feet maximumTemporary Traffic Control Zones Taper Lengthat least 0.33 L50 Feet Minimum, 100 Feet maximum
NORTHNOT TO SCALEDAY TIME WORK
KENNY'S TRAFFIC ZONE PLANSTRAFFIC CONTROL PLAN PREPARATIONPH # 425-223-7689TRAFICPLAYR@AOL.COMLongview, Wa STOPKENNY STERTZTRAFFIC CONTROL SUPERVISORWashington Oregon((ID# WA016416 SJ833B D.O.E 03/29/2026 5/31/2024
Prince telecomtelecommunicationsinstallationDanielle Hughes509-798-1762JOB # JB0001622493
Sidewalk panelReplacement
5'x10'
Tie inpointped Tie intoexistingvault 120' Bore lineEquipmentVehicleStaging
- Flagger will help Vehicles at Driveways, Guide Pedestrians and Bicycles's pass the work area ROADWORKAHEADW 20 -1W 20 -7aW20-41 0 0'A B C100'1 00 'ONE LANEROADAHEADwww.invarion.comMFP24002870
Se 137th Pl 16226sidewalk
16218
sidewalk
TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (LBS)STATIONARYOPERATION (ft)30 MIN.100 max. MINUMIM WEIGHT 16000 LBS(MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION4 YARD DUMP TRUCK SERVICE TRUCK FLAT BED, ETC
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCELONGITUDINAL BUFFER SPACE = BROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENTA PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE IF NO TMA IS USED,THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS ANDNO ROLL AHEAD DISTANCE IS SPECIFIED. REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATIONCHANNELIZING DEVICE SPACING CHART (FEET)50/7035/4520/30mph *Half-Spacing*TAPER TANGENT20N/A 403020 806040N/A
BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (mph)LENGTH (ft)25 30 35 40 45 50 55 60 65 70155200250305360425495570645730 MINIMUM TAPER LENGTH = L (feet)POSTED SPEED (mph)25 30 35 40 45 50 55 60 65 70 LANEWIDTH (feet)101112 105115125 150165180 205225245 270295320 450495540 500550600 550605660 660720-----780 840
SIGN SPACING = X (FEET) (1)FREEWAYS & EXPRESSWAYSRURAL HIGHWAYSRURAL ROADSRURAL ROADS and URBAN ARTERIALSRURAL ROAD, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
55/70 mph 60/65 mph45/55 mph35/40 mph25/30 mph25mph or less 1500ft +/-800ft +/-500ft +/-350ft +/-200ft +/- (2)100ft +/- (2)(1) All spacing may be adjusted to accomodate interchange ramps, at-gradeintersections, and driveways.(2) This spacing may be reduced in urban areas to fit roadway conditions.
MERGING, SHIFTING, and SHOULDER TAPER LENGTHSand NUMBER OF CHANNELIZATION DEVICES USED10ft LANE 11ft LANE 12ft LANELLL1/2L 1/2L 1/2L Lane widthMPH Merging Merging MergingDevicesShiftingDevicesDevicesDevicesDevices DevicesShiftingShifting SHOULDER TAPERS(assume 10ft shoulders)1/3L Devices (FT)LengthMPH2025303540455055606570
70105150205270450500550600650700
668810161415161719
355575105135225250275300325350
345569889910
75115165225295495550605660715770
679911181516181920
406085115150250285305330370385
3455698991011
80125180245320540600660720780840
6710912191618192122
406590125160270300330360390420
345561099101112
2025303540455055606570
2535507090150170185200220235
33344666677 Shoulder tapers equalsshoulder Width x Speed/3Taper Length Criteria forType of TaperMerging TaperShifting TaperShoulder TaperOne-Lane, Two-Way Traffic TaperDownstream Taper at least Lat least 0.5 L50 Feet Minimum, 100 Feet maximumTemporary Traffic Control Zones Taper Lengthat least 0.33 L50 Feet Minimum, 100 Feet maximum
NORTHNOT TO SCALE
KENNY'S TRAFFIC ZONE PLANSTRAFFIC CONTROL PLAN PREPARATIONPH # 425-223-7689TRAFICPLAYR@AOL.COMLongview, Wa STOPKENNY STERTZTRAFFIC CONTROL SUPERVISORWashington Oregon((ID# WA016416 SJ833B D.O.E 03/29/2026 5/31/2024
Prince telecomtelecommunicationsinstallationDanielle Hughes509-798-1762JOB # JB0001622493
STEELPLATES -
NIGHT TIME WITH EXTENED DAYTIMEwith STEEL PLATES and SIGNAGE for Sidewalk PANEL RESTORATIONSIDEWALKWORK AHEADSTEELPLATES
www.invarion.comMFP24002870
PRINCE TELECOM LLC Construction Manager Scott Barker 509-342-5832 Engineer Bill Walker 253-208-8108
13701 24TH ST E BLD G Permit Coordinator Danielle Hughes 509-798-1762 Job Owner Ian Hulsey
SUMNER WA 98390 Comcast Permit Contact Josh Ashley Job Type SPAN REPLACEMENT
POWER GAS
WATER STORM
•
•
•
•
•
•
•
TOTAL UG 120
TOTAL AERIAL 0
POTHOLE
PROJECT DESCRIPTION
TIE IN AT EXISTING PED/VAULT
TIE IN AT EXISTING PED/VAULT
0
PROJECT ID: JB0001622493
LEGEND
PED/VAULT TIE IN POLE
NEW UG NEW AERIAL
EXISTING UG EXISTING AERIAL
BORE IN AND PLACE NEW 1-2" CONDUIT
WORK AREA JOB ADDRESS
COMMUNICATION SEWER
SOFT SURFACE
RENTON WA 98059
ROW SITE PLAN CONTRACTOR INFORMATION PERMIT INFORMATION JOB ADDRESS
16226 SE 137TH PL
GENERAL NOTE:
•ALL SUBSTRUCTURE TO HAVE 36" COVER.
•RESTORATION SHALL COMPLY TO JURISDICTION STANDARD.
•CONTRACTOR TO COMPLY WITH ALL PROVISIONS OF LAW AND
ORDINANCES GOVERNING THIS WORK AND WITH ALL STATE AND
LOCAL LAWS AND ORDINANCES.
UTILITY DISCLAIMER
ALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF
ALL UTILITIESTO BE VERIFIED PRIOR TO CONSTRUCTION.CALL UTILITY
UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
PROPOSED PATH DISCALIMERS
1. PROPOSED PATH MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS
AND INSPECTOR REQUIREMENTS2. UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN
TIE IN AT PED TIE IN AT VAULT
5 X 10 SIDEWALK PANEL
120' ROW BORE
MFP24002870POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS
PRINCE TELECOM LLC Construction Manager Scott Barker 509-342-5832 Engineer Bill Walker 253-208-8108
13701 24TH ST E BLD G Permit Coordinator Danielle Hughes 509-798-1762 Job Owner Ian Hulsey
SUMNER WA 98390 Comcast Permit Contact Josh Ashley Job Type SPAN REPLACEMENT
POWER GAS
WATER STORM
•
•
•
•
•
•
•
RENTON WA 98059
STREET VIEW CONTRACTOR INFORMATION PERMIT INFORMATION JOB ADDRESS
16226 SE 137TH PL
JB0001622493
LEGEND
PED/VAULT TIE IN POLE
NEW UG NEW AERIAL
EXISTING UG EXISTING AERIAL
WORK AREA JOB ADDRESS
COMMUNICATION SEWER
SOFT SURFACE POTHOLE
0
PROJECT ID:
PROJECT DESCRIPTION
TIE IN AT EXISTING PED/VAULT
BORE IN AND PLACE NEW 1-2" CONDUIT
TIE IN AT EXISTING PED/VAULT
TOTAL AERIAL 0
TOTAL UG 120
GENERAL NOTE:
•ALL SUBSTRUCTURE TO HAVE 36" COVER.
•RESTORATION SHALL COMPLY TO JURISDICTION STANDARD.
•CONTRACTOR TO COMPLY WITH ALL PROVISIONS OF LAW AND
ORDINANCES GOVERNING THIS WORK AND WITH ALL STATE AND
LOCAL LAWS AND ORDINANCES.
UTILITY DISCLAIMER
ALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF
ALL UTILITIESTO BE VERIFIED PRIOR TO CONSTRUCTION.CALL UTILITY
UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
PROPOSED PATH DISCALIMERS
1. PROPOSED PATH MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS
AND INSPECTOR REQUIREMENTS2. UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN
TIE IN AT PED
TIE IN AT VAULT
5 X 10 SIDEWALK PANEL
120' ROW BORE
120' ROW BORE
120' ROW BORE
120' ROW BORE
MFP24002870