HomeMy WebLinkAboutMFP21005886.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21005886
IVR Number: 21005886
Permit Information
Permit Name: Astound Broadband/Wave 42192
Address/Location:12/08/2021Application Date:1352300875Parcel Number: 120 FACTORY AVE N
Permit Type:01/10/2022Issue Date:Franchise
Permit Work Class:01/10/2023Expiration Date:Major Utility
Job Number: 42192Franchise Type:Cable
Description: Revision: New underground path determined in the field after locates. See attached plans for details.
Astound Broadband, dba Wave (Ord 5763)
New Fiber to Customer via New UG construction. Pothole all existing utilities. Restoration per City of Renton
standards.
Contacts
Name Address PhoneTypeBilling
TYLER LIBADIA
WAVE BROADBAND
3700 Monte Villa Pkwy
Bothell, WA 98021
C: (425) 256-0547Applicant
Kenneth Thomas
Wave
3700 Monte Villa Pkwy
Bothell, WA 98021
ApplicantX
Astound Broadband/WaveContact
Michael Miller
WAVE Broadband / Astound
401 Parkplace Center, Suite 500
Kirkland, WA 98033
B: (425) 223-0153Contact
Kenneth Thomas
Wave
3700 Monte Villa Pkwy
Bothell, WA 98021
Contact
Domonique Price
Wavedivision Holdings LLC
401 Parkplace Center, Suite 500
Kirkland, WA 98033
B: (425) 576-8200Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Astound Broadband - billing 401 Parkplace Center, Suite 500
Kirkland, WA 98033
Specialized
Billing
Sandy Pearsall
Wave Division Holdings
B: ((36) 0)
-603-x1521
H: ((36) 0)
-603-x1521
C: ((36) 0)
-603-x1521
Specialized
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 206.510.0575) (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
Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
BORE NEW CONDUIT 1 SPAN E TO LOC 2. LOC 2: PLACE NEW VAULT & PLACE NEW CONDUIT 1 SPAN S TO LOC 3. LOC 3: PLACE NEW VAULT &
PLACE NEW CONDUIT 1 SPAN W & 1 SPAN S TO LOC 4. LOC 4: TIE INTO EXISTING CUSTOMER VAULT TO PRIVATE PROPERTY.
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:
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
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
659'5
"4506/%#30"%#"/%
--$ECB8"7&
;0412192
,FOOFUI5IPNBT LFOOFUIUIPNBT!XBWFCSPBECBOEDPN
Job Site Address: 120 Factory Ave North, Renton WA 98057 Dunn Lumber
LOC 1 - FROM TIE IN @ 47.486609, -122.197132: PLACE NEW VAULT NEXT TO EXISTING VAULT.
(360) 277-1823
WAVEDIVISION HOLDINGS LLC +18669283123
WAVE***823LA 39321
1/20/2021 Kenneth Thomas
MFP21005886
Scott Warlick 1/28/2022 POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
WAVEDIVISION HOLDINGS LLC
Tyler Libadia (360) 277-1823
Bothell/WA 3700 Monte Villa Pkwy 98021
LOC 1 - FROM TIE IN @ 47.486609, -122.197132: PLACE NEW VAULT NEXT TO EXISTING VAULT. BORE NEW CONDUIT
1 SPAN E TO LOC 2. LOC 2: PLACE NEW VAULT & PLACE NEW CONDUIT 1 SPAN S TO LOC 3. LOC 3: PLACE NEW VAULT & PLACE NEW CONDUIT 1 SPAN W & 1 SPAN S TO LOC 4. LOC 4: TIE INTO EXISTING CUSTOMER VAULT TO PRIVATE PROPERTY.
Dunn Lumber
120 Factory Ave North, Renton WA 98057
2/15/22 2/30/22 9 AM 3 PM
MFP21005886
Monday - Friday
Scott Warlick CED 1/28/2022
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)
Kenneth Thomas
12/17/21
SEE NOTE1 B
X X X
A
A
PCMSRECOMMEND ADVANCE NOTICE FOR
ANY OVERWIDTH LOADS PRIOR
TO LANE CLOSURE FOR ALTERNATE
ROUTES IF APPLICABLE
SEE SHEET NOTE 4
1. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE.
2. CONTACT REGION TRAFFIC OFFICE FOR WORK HOUR RESTRICTIONS.
3. RECOMMEND EXTENDING DEVICE TAPER ACROSS SHOULDER. (L/3 TAPER)
4. USE TRANSVERSE DEVICES IN CLOSED LAN EVERY 1000' +-(RECOMMENDED).
5. TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS ON HIGH SPEED
ROADWAYS. (SEE DEVICE MATRIX APPENDIX 2-2)
6. PCMS RECOMMENDED
NOTES
LEGEND
WARNING BEACON -REQUIRED
SIGN LOCATION
PCMS
RIGHT LANE
CLOSED
AHEAD
ROAD
WORK
AHEAD
ROAD
NARROWS
** W4-2L
** COMPLIANCE DATE
12/23/13
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FT)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE
VEHICLE TYPEWITH TMA
TYPICAL PROTECTIVE VEHICLE(WITH TMA) LOADED WEIGHT(LBS)
STATIONARY
OPERATION(feet)
YARD DUMP TRUCK.SERVICE TRUCK.
FLAT BED. ETC.
MINIMUM WEIGHT 15,000 LBS.
(MAXIMUM WEIGHT SHALL BE
IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATION)
30 MIN.
100 MAX.
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
1 A 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 AND NO ROLL AHEAD DISTANCE IS SPECIFIED.REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATION
MINIMUM TAPER LENGTH (L) IN FEET
LaneWidth
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
TYPICAL LANE CLOSURE WITH SHIFT
TCD 3
ARROW PANEL
CHANNELIZING DEVICES
PROTECTIVE VEHICLE -RECOMMENDED
PORTABLE CHANGEABLE MESSAGE SIGN
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) The spacing may be reduced in urban areas to fit roadway conditions
RURAL HIGHWAYS
RURAL ROADS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
RURAL ROADS & URBAN ARTERIALS
60/65 MPH
45/55 MPH
35/40 MPH
800'
SIGN SPACING=X (FEET) (1)
500'
350'
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200'
URBAN STREETS 25 MPH OR LESS 100'
(2)
(2)
CHANNELIZING DEVICE
EXISTING EDGE STRIPE
EXISTING LANE STRIPE
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
PCMS
1 2
LANE
CLOSED
1
MILE
AHEAD
1.5 SEC 1.5 SEC
(SAMPLE MESSAGE)
Field locate 1 mile +/-in
advance of lane closure taper.
TYPICAL SECTION A-A
WORK AREA
EXISTING SHLD.EXISTING LANE4'12' MIN. TEMP. LANE
BUFFER AREA
2'NLegend
ARROW PANEL
Cone
PCMS PORTABLE CHANGEABLE MESSAGE SIGN
Protective Vehicle-Recommended
Sign Location/Facing
WARNING BEACON -REQUIRED
Work Area
N 3RD ST
PROJECT NUMBER: 42192
JOB NAME: Dunn Lumber
LOCATION: 120 Factory Ave North,
Renton WA 98057
1/14/22
1/20/22 REV BY INSPECTOR
www.invarion.com
MFP21005886
END
ROAD WORK
WORKAREAXXXX
50' MIN
100' MAX
6 DEVICE MINB
100' MAX
500' MAX
SEE NO
T
E
1
100' MAX
(TYP
.)
DOWN STREAM
OR T
APER T
O SHOW END
OF WORK
AREA
50' TO 300'
NOTES
1. Night work requires additional roadway lighting at flagging stations,
refer to WSDOT Standard Specifications for additional details.
2. Recommend extending channelizing device taper across shoulder.
3. Protective vehicle recommended-may be a work vehicle.
4. Sign sequence is the same for both directions of travel on the roadway.
5. When used, the downstream taper device spacing should be 20' O.C.
6. For low-volume situations with short work zones on straight roadways
where the flagger is visible to road users approaching from both directions,
a single flagger, positioned to be visible from both directions may be used.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
TYPICAL ALTERNATING ONE-WAY TRAFFIC FLAGGER CONTROLLED
TCP 1
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730LENGTH (FEET)
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE VEHICLE
(WITH TMA) LOADED WEIGHT
(LBS)
TYPICAL PROTECTIVEVEHICLE TYPE
WITH TMA
STATIONARY
OPERATION
(FEET)
4. YARD DUMP TRUCK.
SERVICE TRUCK.
FLAT BED. ETC.
MINIMUM MEIGHT 15,000 LBS.
MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATION
30 MIN
100 MAX
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
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 WORDERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
REFER TO CHAPTER L5.5 FOR ADDITIONAL INFORMATION
END
ROAD WORKDOWN STREAM
OR T
APER T
O SHOW END
OF WORK
AREA
500' MAX
100' MAXXXXX BE
PREPARED
TO ST
OPONE LANEROADAHEAD
ROADWORKAHEAD
(OPTIONAL
IF 40MPH OR
L
E
S
S
)
BE PREP AREDTO ST OP
ONE LA
N
EROADAHEAD
ROADWORKAHEA
D
(OPTIONAL
IF 40MPH OR L
E
S
S
)NLegend
ARROW PANEL
Channelizing Devices
Flagging Station
PCMS
PORTABLE CHANGEABLE MESSAGE SIGN
Protective Vehicle-Recommended
Sign Location/Facing
WARNING BEACON -REQUIRED
Work Area
PROJECT NUMBER: 42192
JOB NAME: Dunn Lumber
LOCATION: 120 Factory Ave North,
Renton WA 98057
1/14/22
1/20/22 REV BY INSPECTOR
Houser W ay N
www.invarion.com
MFP21005886
END
ROAD WORK
WORKAREAXXXX
50' MIN
100' MAX
6 DEVICE MINB
100' MAX
500' MAX
SEE NO
T
E
1
100' MAX
(TYP
.)
DOWN STREAM
OR T
APER T
O SHOW END
OF WORK
AREA
50' TO 300'
NOTES
1. Night work requires additional roadway lighting at flagging stations,
refer to WSDOT Standard Specifications for additional details.
2. Recommend extending channelizing device taper across shoulder.
3. Protective vehicle recommended-may be a work vehicle.
4. Sign sequence is the same for both directions of travel on the roadway.
5. When used, the downstream taper device spacing should be 20' O.C.
6. For low-volume situations with short work zones on straight roadways
where the flagger is visible to road users approaching from both directions,
a single flagger, positioned to be visible from both directions may be used.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
TYPICAL ALTERNATING ONE-WAY TRAFFIC FLAGGER CONTROLLED
TCP 1
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730LENGTH (FEET)
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE VEHICLE
(WITH TMA) LOADED WEIGHT
(LBS)
TYPICAL PROTECTIVEVEHICLE TYPE
WITH TMA
STATIONARY
OPERATION
(FEET)
4. YARD DUMP TRUCK.
SERVICE TRUCK.
FLAT BED. ETC.
MINIMUM MEIGHT 15,000 LBS.
MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATION
30 MIN
100 MAX
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
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 WORDERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
REFER TO CHAPTER L5.5 FOR ADDITIONAL INFORMATION
END
ROAD WORKDOWN STREAM
OR T
APER T
O SHOW END
OF WORK
AREA
500' MAX
100' MAXXXXX BE
PREPARED
TO ST
OPONE LANEROADAHEAD
ROADWORKAHEAD
(OPTIONAL
IF 40MPH OR
L
E
S
S
)
BE PREP AREDTO ST OP
ONE LA
N
EROADAHEAD
ROADWORKAHEA
D
(OPTIONAL
IF 40MPH OR L
E
S
S
)NLegend
ARROW PANEL
Channelizing Devices
Flagging Station
PCMS
PORTABLE CHANGEABLE MESSAGE SIGN
Protective Vehicle-Recommended
Sign Location/Facing
WARNING BEACON -REQUIRED
Work Area
PROJECT NUMBER: 42192
JOB NAME: Dunn Lumber
LOCATION: 120 Factory Ave North,
Renton WA 98057
1/14/22
1/20/22 REV BY INSPECTOR
N BROOKS ST
www.invarion.com
MFP21005886
END
ROAD WORK
WORKAREAXXXX
50' MIN
100' MAX
6 DEVICE MINB
100' MAX
500' MAX
SEE NO
T
E
1
100' MAX
(TYP
.)
DOWN STREAM
OR T
APER T
O SHOW END
OF WORK
AREA
50' TO 300'
NOTES
1. Night work requires additional roadway lighting at flagging stations,
refer to WSDOT Standard Specifications for additional details.
2. Recommend extending channelizing device taper across shoulder.
3. Protective vehicle recommended-may be a work vehicle.
4. Sign sequence is the same for both directions of travel on the roadway.
5. When used, the downstream taper device spacing should be 20' O.C.
6. For low-volume situations with short work zones on straight roadways
where the flagger is visible to road users approaching from both directions,
a single flagger, positioned to be visible from both directions may be used.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
TYPICAL ALTERNATING ONE-WAY TRAFFIC FLAGGER CONTROLLED
TCP 1
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730LENGTH (FEET)
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
TYPICAL PROTECTIVE VEHICLE
(WITH TMA) LOADED WEIGHT
(LBS)
TYPICAL PROTECTIVEVEHICLE TYPE
WITH TMA
STATIONARY
OPERATION
(FEET)
4. YARD DUMP TRUCK.
SERVICE TRUCK.
FLAT BED. ETC.
MINIMUM MEIGHT 15,000 LBS.
MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATION
30 MIN
100 MAX
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
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 WORDERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED.
REFER TO CHAPTER L5.5 FOR ADDITIONAL INFORMATION
END
ROAD WORKDOWN STREAM
OR T
APER T
O SHOW END
OF WORK
AREA
500' MAX
100' MAXXXXX BE
PREPARED
TO ST
OPONE LANEROADAHEAD
ROADWORKAHEAD
(OPTIONAL
IF 40MPH OR
L
E
S
S
)
BE PREP AREDTO ST OP
ONE LA
N
EROADAHEAD
ROADWORKAHEA
D
(OPTIONAL
IF 40MPH OR L
E
S
S
)NPROJECT NUMBER: 42192
JOB NAME: Dunn Lumber
LOCATION: 120 Factory Ave North,
Renton WA 98057
1/14/22
Legend
ARROW PANEL
Channelizing Devices
Flagging Station
PCMS
PORTABLE CHANGEABLE MESSAGE SIGN
Protective Vehicle-Recommended
Sign Location/Facing
WARNING BEACON -REQUIRED
Work Area
1/20/22 REV BY INSPECTOR
FACT OR Y AVE N
www.invarion.com
MFP21005886
REV
R1
R2
R3
N
P PLAN
NOTES
WAVE CONTACTS
PAGE ID DESCRIPTIONPAGE INDEX
D
C COVER
C COVER
INITIAL SUBMITTAL
REVISION:
REVISIONS
DATE:
DETAIL VIEW
CS CONSTRUCTION STANDARD
Company Logo Here
[ Project#42192]
CUSTOMER NAME: Dunn Lumber
ADDRESS:120 Factory Ave North, Renton WA 98057
VICINITY
OVERVIEW GENERAL INFO
SCOPE OF WORK
AERIAL CONSTRUCTION UNDERGROUND CONSTRUCTION
BUILDING CONSTRUCTION SITE CONSTRUCTION
PERMITS EASEMENTS
BRIEF DESCRIPTION OF WORK BEING PERFORMED:
LOC 1 -FROM TIE IN @ 47.486609, -122.197132:
PLACE NEW VAULT NEXT TO EXISTING VAULT. BORE NEW CONDUIT 1 SPAN E TO LOC 2.
LOC 2:
PLACE NEW VAULT & PLACE NEW CONDUIT 1 SPAN S TO LOC 3.
LOC 3:
PLACE NEW VAULT & PLACE NEW CONDUIT 1 SPAN W & 1 SPAN S TO LOC 4.
LOC 4: TIE INTO EXISTING CUSTOMER VAULT TO PRIVATE PROPERTY.
SITE
PERMIT TECHNICIAN :
NAME: KEN THOMAS
CONSTRUCTION LEAD/MANAGER:
LOCATION: 120 Factory Ave North,
Renton WA 98057
JOB NAME: Dunn Lumber
PROJECT NUMBER: 42192
12/7
PHONE NUMBER: 360-277-1823
EMAIL:kenneth.thomas@wavebroadband.com
CITY STAMP HERE
3 NEW VAULT
659 FT NEW UNDERGROUND
1 EXISTING VAULT
1 CITY
NAME:_Tyler Libadia
PHONE NUMBER:_425-256-0547EMAIL:_tlibadia@wavebroadband.com
1/20 REV BY INSPECTOR
MFP21005886This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
REV
R1
R2
R3
REVISIONS
REVISION:DATE:
1. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF UTILITY IMPROVEMENTS
SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS
SET FOURTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND
FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE
SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD
SHALL APPLY. ALL WORK WITH PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED
AND APPROVED BY THE RENTON COUNTY INSPECTOR. INSPECTION SERVICES AND
CONSTRUCTION CERTIFICATION TO BE PROVIDED BY THE DESIGNEE OF THE PROJECT
SPONSOR/OWNER.
8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION
OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE
9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY CITY OF RENTON, WAVE/
CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH
M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE
R.O.W. WAVE/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC
CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL
BEHELD WITH THE CITY OF RENTON.
2. WAVE/CONTRACTORS ARE SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF THE EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON
AS BEING EXACT OR COMPLETE. WAVE/CONTRACTORS MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48
HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTINGUTILITIES. WAVE/CONTRACTOR SHALL
VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY
CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF WAVE/CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
10. WAVE/CONTRACTOR ARE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS
NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE
DRAWINGS OR DESIGNED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR
RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.
11. PER AGENCY STANDARDS WAVE/CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING
ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM
THE SITE.
3. WAVE/CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS
FROM ALL APPLICABLE AGENCIES. WAVE/CONTRACTOR SHALL NOTIFY THE CITY OF RENTON
INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH\DISTURBING ACTIVITY
OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.
12. WAVE/CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET
OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF
RENTON INSPECTOR AT ALL TIMES.
4. WAVE/CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON
AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS PF EXISTING
UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A
TIMELY MANNER, AND WITH A MINIMUM DISRUPTION OF SERVICE. WAVE/CONTRACTOR
SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF
ANY UTILITY SERVICE.
13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY
DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE PERMITTEE FOR CLARIFICATION
AND NOT ON THE RECORD DRAWINGS.
N NOTES14. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE LIMITS
OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL
BE MAINTAINED IN GOOD REPAIR BY WAVE/CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE
DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.
INITIAL SUBMITTAL
7. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY WAVE,
THE CONTRACTORS, OR SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD
INDICATE SITUATION THAT IS NOT IDENTIFIED IN THE PLANS FOR SPECIFICATIONS, WAVE/
CONTRACTOR SHALL CONTACT THE PERMITTEE.
Company Logo Here
15. ALL WORK WITHIN THE PUBLIC R.O.W. IS SUBJECT TO THE JURISDICTION OF THE CITY
OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.
6. WAVE/CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING,
BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL,
DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION
EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED
TO THE TIME PERIOD APPROVED BY CITY OF RENTON.
5. WAVE/CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS,
ONE (1) COPY OF THE APPROPRIATE STANDARDSAND SPECIFICATIONS, AND ONE (1)
COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FIR THE JOB ON SITE
AT ALL TIMES.
CITY STAMP HEREGENERAL NOTES
LOCATION: 120 Factory Ave North,
Renton WA 98057
JOB NAME: Dunn Lumber
PROJECT NUMBER: 42192
12/7
1/20 REV BY INSPECTOR
MFP21005886
REV
R1
R2
R3
Company Logo Here
P1 PLAN VIEW
REVISIONS
DATE:REVISION:
INITIAL SUBMITTAL
DETAILS
1
2
LOC 1 -FROM TIE IN @ 47.486609, -122.197132:
PLACE NEW VAULT NEXT TO EXISTING VAULT. BORE NEW CONDUIT 1 SPAN E TO LOC 2.
LEGEND
1 LOCATION ID
CITY STAMP HERE
1 2
LOC 2:
PLACE NEW VAULT & PLACE NEW CONDUIT 1 SPAN S TO LOC 3.
LOCATION: 120 Factory Ave North,
JOB NAME: Dunn Lumber
PROJECT NUMBER: 42192
12/7
1/20 REV BY INSPECTOR
MFP21005886
REV
R1
R2
R3
DATE:REVISION:
INITIAL SUBMITTAL
Company Logo Here
P2 PLAN VIEW
REVISIONS
DETAILS
3
LOC 4: TIE INTO EXISTING CUSTOMER VAULT TO
PRIVATE PROPERTY.
LEGEND
1 LOCATION ID
CITY STAMP HERE
4
LOCATION: 120 Factory Ave North,
JOB NAME: Dunn Lumber
PROJECT NUMBER: 42192
12/7
3
4
LOC 3:
PLACE NEW VAULT & PLACE NEW CONDUIT 1 SPAN W & 1 SPAN S TO LOC 4.
1/20 REV BY INSPECTOR
MFP21005886
REV
R1
R2
R3
Company Logo Here
D1 DETAIL VIEW
REVISIONS
DATE:REVISION:
INITIAL SUBMITTAL
DETAILS
1
2
3
4
1
2
3 4
LEGEND
1 LOCATION ID
CITYSTAMP HERE
LOCATION: 120 Factory Ave North,
JOB NAME: Dunn Lumber
PROJECT NUMBER: 42192
12/7
LOC 1 -FROM TIE IN @ 47.486609, -122.197132:
PLACE NEW VAULT NEXT TO EXISTING VAULT. BORE NEW CONDUIT 1 SPAN E TO LOC 2.
LOC 2:
PLACE NEW VAULT & PLACE NEW CONDUIT 1 SPAN S TO LOC 3.
LOC 4: TIE INTO EXISTING CUSTOMER VAULT TO PRIVATE PROPERTY.
LOC 3:PLACE NEW VAULT & PLACE NEW CONDUIT 1 SPAN W & 1 SPAN S TO LOC 4.
1/20 REV BY INSPECTOR
MFP21005886
REV
R1
R2
R3
CS1 CONSTRUCTION
STANDARD
REVISIONS
DATE:REVISION:
INITIAL SUBMITTAL
Company Logo Here
1 LOCATION ID
CITY STAMP HERE
LEGEND
LOCATION: 120 Factory Ave North,
JOB NAME: Dunn Lumber
PROJECT NUMBER: 42192
12/7
1/20 REV BY INSPECTOR
MFP21005886
REV
R1
R2
R3
CS2 CONSTRUCTION
STANDARD
REVISIONS
DATE:REVISION:
INITIAL SUBMITTAL
Company Logo Here
1 LOCATION ID
CITY STAMP HERE
LEGEND
LOCATION: 120 Factory Ave North,
JOB NAME: Dunn Lumber
PROJECT NUMBER: 42192
12/7
1/20 REV BY INSPECTOR
MFP21005886
REV
R1
R2
R3
CS3 CONSTRUCTION
STANDARD
REVISIONS
DATE:REVISION:
INITIAL SUBMITTAL
Company Logo Here
1 LOCATION ID
CITYSTAMP HERE
LEGEND
LOCATION: 120 Factory Ave North,
Renton WA 98057
JOB NAME: Dunn Lumber
PROJECT NUMBER: 42192
12/7
1/20 REV BY INSPECTOR
MFP21005886
REV
R1
R2
R3
CS4 CONSTRUCTION STANDARD
REVISIONS
DATE:REVISION:
INITIAL SUBMITTAL
Company Logo Here
1 LOCATION ID
CITY STAMP HERE
LEGEND
LOCATION: 120 Factory Ave North,
JOB NAME: Dunn Lumber
PROJECT NUMBER: 42192
12/7
1/20 REV BY INSPECTOR
MFP21005886
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21005886
(Date)(Signature)
Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES