HomeMy WebLinkAboutMFP21005033.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21005033
IVR Number: 21005033
Permit Information
Permit Name: North Renton COR Node 297 Seg 61
Address/Location:10/14/2021Application Date:7223000010Parcel Number: 1601 N 8TH ST
Permit Type:10/25/2021Issue Date:Franchise
Permit Work Class:10/25/2022Expiration Date:Major Utility
Job Number: Node 297 seg 61Franchise Type:Telephone
Description: STARTING ON THE SOUTH CORNER OF N 8TH ST & GARDEN AVE N, CONTRACTOR TO CORE EXISTING VAULT.
DIRECTIONAL BORE/OPEN TRENCH, UTILIZING JOINT UGP TRENCH, TO PROPOSED VAULT LOCATIONS ON
SOUTH SIDE OF 8TH ST. INSTALL AND CORE (1) 36"X60" VAULT & (1) 24" X 36" VAULT, COIL FIBER AND INSTALL
12CT TAIL FOR FUTURE CONNECTION. CONTRACTOR TO PLACE CONDUIT AND FIBER AS SPECIFIED.
POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Rachel Fenton
Extenet Systems LLC
3030 Warrenville Rd
Lisle, IL 60532
Applicant
Michael Karalus
Waeco
18543 Cascade View Dr SE
Monroe, WA 98272
ApplicantX
Wade Edelbrock
Waeco Construction LLC
18543 Cascade View Dr SE
Monroe, WA 98272
B: (360) 794-7785
C: (206) 423-7074
Contractor
Business License Number: 37230Construction Contractor: WAECOCL930LF
PACCAR INC PO BOX 1518
BELLEVUE , WA 98009
Owner
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
(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
ExteNet
NW-WA-STTKNT07-VZW
Michael Karalus
1601 N 8th St
Break out of existing CTL vault on the north side of N 8th St. Trench/ Bore south across
(425)408-2595
michael.karalus@waecoeng.com
North Renton_Node 297_Seg 61
X X
Waeco Construction LLC (360)794-7785
WAECOCL930LF 37230
10/14/21
street and place new large vault. We will utilize a joint trench with power heading both east and west
from new vault location placing conduit and pull fiber throughout.
X
X X
X
361
Scott Warlick 10/25/2021 POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
MFP21005033
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: 3/18/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 3/18/2021
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
Waeco Construction LLC
Michael Karalus (425) 408-2595
18543 Cascade View Dr SE Monroe/ WA 98272
X
X
1601 N 8th St
North Renton_Node 297_Seg 61
Break out of existing CTL vault on the north side of N 8th St. Trench/ Bore south across
street and place new large vault. We will utilize a joint trench with power heading both east and west
from new vault location placing conduit and pull fiber throughout.
MFP21005033
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 10/25/2021
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 3/18/2021
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.
• 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.
• 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.
• 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.
• 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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 3/18/2021
• 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)
Michael Karalus
10/14/2021
Page 1 of 1
North Renton Node 297 Seg 61 Overview Map
MFP21005033
Page 1 of 1
PLACE ON EAST SIDE OF
NEAREST CROSSWALK.
PLACE ON NORTH SIDE OF
THE CROSSWALK ON
N 8TH ST.
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERISK DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. 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 CURB
8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION
SIGN SPACING = XRURAL ROADS 45/55 MPH 500'
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'
(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 FITROADWAY CONDITIONS.
TYPE OF TCP: WORK HOURS PHASE OF WORK: POTHOLE, BORE PIT,CORE VAULT, PLACE CONDUIT, SPLICE ANDCOIL FIBER. SURFACE RESTORATION.
TRAFFIC CONTROL PLAN
N
CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40
LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600
BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70
LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730
LEGEND
TRAFFIC CONES
TEMP SIGN LOCATION
WORK VEHICLE
Page 1 of 4
TCP COMPLETED: HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: COR NODE 297 SEG 61JOB ADDRESS: 1601 N. 8TH ST RENTON, WA 98057DESCRIPTION: CORE EXISTING VAULT,DIRECTIONAL BORE/OPEN TRENCH,UTILIZING JOINT UGP TRENCH, TOPROPOSED VAULT LOCATIONS. PLACECONDUIT AND FIBER THROUGHOUT. INSTALLAND CORE VAULTS, COIL FIBER, AND INSTALL12CT TAIL FOR FUTURE CONNECTION.
N 8TH ST GARDEN AVE N50'-100'L*
X*
ROADWORK AHEAD
W20 - 1
W20-1
X*
ROADWORK AHEAD
W20 - 1
W20-1
X*
ROADWORK AHEAD
W20 - 1W20-1
ROADWORK AHEAD
W20 - 1
W20-1
X*X*
BIKELANE ENDS
W9 - 1B
RIGHT LANE
AHEADCLOSED
W20-5R
W4 - 2W4-2R
X*
ARROWBOARD
SIDEWALK
CLOSED
R9 - 9
SIDEWALK CLOSED
R9 - 9
SIDEWALK
CLOSED
R9 - 9
SIDEWALK CLOSED
R9 - 11
SIDEWALK CLOSEDAHEAD
CROSS HERE
DETOUR
M4 - 9B
DETOUR
M4 - 9B
SIDEWALK
CLOSED
R9 - 9
SIDEWALK CLOSED
R9 - 11
SIDEWALK CLOSEDAHEAD
CROSS HERE
SPEEDLIMIT35
R2 - 35
25
10'
10'
10'
10'
10'
10'
10'
10'
22'17'17'
12'12'14'
WORK AREA
Pedestrian Escort: Stop work, secure passable
ADA compliant pedestrian access on existing
sidewalk (4' min.). Clear zone must be free of
overhead hazards when pedestrians are moving
through the work zone.
MFP21005033
Page 1 of 1
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERISK DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. 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 CURB
8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION
SIGN SPACING = XRURAL ROADS 45/55 MPH 500'
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'
(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 FITROADWAY CONDITIONS.
TYPE OF TCP: WORK HOURS PHASE OF WORK: POTHOLE, DIRECTIONALBORE, PLACE CONDUIT AND PULL FIBERTHROUGH. SURFACE RESTORATION.
TRAFFIC CONTROL PLAN
N
CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40
LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600
BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70
LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730
LEGEND
TRAFFIC CONES
TEMP SIGN LOCATION
WORK VEHICLE
Page 2 of 4
N 8TH ST GARDEN AVE NTCP COMPLETED: HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: COR NODE 297 SEG 61JOB ADDRESS: 1601 N. 8TH ST RENTON, WA 98057DESCRIPTION: CORE EXISTING VAULT,DIRECTIONAL BORE/OPEN TRENCH,UTILIZING JOINT UGP TRENCH, TOPROPOSED VAULT LOCATIONS. PLACECONDUIT AND FIBER THROUGHOUT. INSTALLAND CORE VAULTS, COIL FIBER, AND INSTALL12CT TAIL FOR FUTURE CONNECTION.
X*
ROADWORK AHEAD
W20 - 1
W20-1
X*
ROADWORK AHEAD
W20 - 1
W20-1
X*
ROADWORK AHEAD
W20 - 1W20-1
L*
SPEEDLIMIT35
R2 - 35
25
50'-100'
ROADWORK AHEAD
W20 - 1
W20-1
X*X*W4 - 2
W4-2L
BIKELANE ENDS
W9 - 1B
RIGHT LANE
AHEADCLOSEDLEFT
W20-5L
X*
ARROWBOARD
10'
10'
10'
10'
10'
10'
10'
10'
22'17'17'
12'12'14'
Pedestrian Escort: Stop work, secure passable
ADA compliant pedestrian access on existing
sidewalk (4' min.). Clear zone must be free of
overhead hazards when pedestrians are moving
through the work zone.
WORK AREA
MFP21005033
Page 1 of 1
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERISK DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. 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 CURB
8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION
SIGN SPACING = XRURAL ROADS 45/55 MPH 500'
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'
(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 FITROADWAY CONDITIONS.
TYPE OF TCP: WORK HOURS PHASE OF WORK: SURFACE RESTORATION
TRAFFIC CONTROL PLAN
N
CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40
LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600
BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70
LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730
LEGEND
TRAFFIC CONES
TEMP SIGN LOCATION
WORK VEHICLE
Page 3 of 4
SPEEDLIMIT35
R2 - 35
25
N 8TH ST GARDEN AVE NL*50'-100'
ROADWORK AHEAD
W20 - 1
W20-1
X*
X*
W4 - 2
W4-2L
BIKELANE ENDS
W9 - 1B
RIGHT LANE
AHEADCLOSEDLEFTW20-5L
X*
X*
ROADWORK AHEAD
W20 - 1
W20-1
X*
ROADWORK AHEAD
W20 - 1
W20-1
ROADWORK AHEAD
W20 - 1W20-1 W4 - 2W4-2L
BIKELANE ENDS
W9 - 1B
RIGHT LANE
AHEADCLOSEDLEFT
W20-5L
X*X*X*
W4-119R
ARROWBOARD
TCP COMPLETED: HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: COR NODE 297 SEG 61JOB ADDRESS: 1601 N. 8TH ST RENTON, WA 98057DESCRIPTION: CORE EXISTING VAULT,DIRECTIONAL BORE/OPEN TRENCH,UTILIZING JOINT UGP TRENCH, TOPROPOSED VAULT LOCATIONS. PLACECONDUIT AND FIBER THROUGHOUT. INSTALLAND CORE VAULTS, COIL FIBER, AND INSTALL12CT TAIL FOR FUTURE CONNECTION.
10'
10'
10'
10'
10'
10'
10'
10'
22'17'17'
12'12'14'
Pedestrian Escort: Stop work, secure passable
ADA compliant pedestrian access on existing
sidewalk (4' min.). Clear zone must be free of
overhead hazards when pedestrians are moving
through the work zone.
WORK AREA
MFP21005033
Page 1 of 1
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERISK DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN
5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED
6. 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 CURB
8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION
SIGN SPACING = XRURAL ROADS 45/55 MPH 500'
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'
(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 FITROADWAY CONDITIONS.
TYPE OF TCP: WORK HOURS PHASE OF WORK: DIRECTIONAL BORE, INSTALLRISER, INSTALL NEW VAULT, CORE AND PLACECONDUIT FROM TRENCH, COIL AND SPLICE
TRAFFIC CONTROL PLAN
N
CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40
LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600
BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70
LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730
LEGEND
TRAFFIC CONES
TEMP SIGN LOCATION
WORK VEHICLE
Page 4 of 4
N 8TH ST GARDEN AVE NSPEEDLIMIT35
R2 - 35
25
10'
10'
10'
10'
17'17'22'
12'12'14'
10'
10'
10'
10'
W20-5R
ROADWORK AHEAD
W20 - 1W20-1
W4 - 2W4-2R
X*X*X*
BIKELANE ENDS
W9 - 1B
RIGHT LANE
AHEADCLOSED
ROADWORK AHEAD
W20 - 1
W20-1
X*
X*
BIKELANE ENDS
W9 - 1B
RIGHT LANE
AHEADCLOSED W20-5RW4 - 2W4-2R
X*
W4-119L
ROADWORK AHEAD
W20 - 1
W20-1
X*
X*
BIKELANE ENDS
W9 - 1B
RIGHT LANE
AHEADCLOSEDW20-5R
W4 - 2W4-2R
X*
Pedestrian Escort: Stop work, secure passable
ADA compliant pedestrian access on existing
sidewalk (4' min.). Clear zone must be free of
overhead hazards when pedestrians are moving
through the work zone.
WORK AREA
ARROWBOARD
TCP COMPLETED: HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: COR NODE 297 SEG 61JOB ADDRESS: 1601 N. 8TH ST RENTON, WA 98057DESCRIPTION: CORE EXISTING VAULT,DIRECTIONAL BORE/OPEN TRENCH,UTILIZING JOINT UGP TRENCH, TOPROPOSED VAULT LOCATIONS. PLACECONDUIT AND FIBER THROUGHOUT. INSTALLAND CORE VAULTS, COIL FIBER, AND INSTALL12CT TAIL FOR FUTURE CONNECTION.
L*
50'-100'
SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE
MFP21005033
ADDRESS: 1601 N 8TH ST, RENTON, WA 98057PROJECT NAME: COR_NODE_297_SEG_61SITE LOCATIONCONTACTSSITE INDEXDANIEL MENDOZASUPERVISOREXTENETDMENDOZA@EXTENETSYSTEMS.COM951.400.9673JOSEPH PARKERENGINEER MANAGERWAECO ENGINEERINGJPARKER@WAECOENG.COM253.315.33261 - COVER SHEET/SITE LOCATION2 - LEGEND3 - GENERAL NOTES4/5 - DESIGN VIEWS 1-26 - RESTORATION VIEW7 - OVERVIEW8 - SITE PHOTOGRAPHS9/10 - UNDERGROUND TYPICALS11 - RESTORATION TYPICALSSCOPE OF WORK:STARTING ON THE SOUTH CORNER OF N 8THST & GARDEN AVE N, CONTRACTOR TO COREEXISTING CTL VAULT. DIRECTIONALBORE/OPEN TRENCH, UTILIZING JOINT UGPTRENCH, TO PROPOSED VAULT LOCATIONSON SOUTH SIDE OF 8TH ST. INSTALL ANDCORE (1) 36"X60" VAULT & (1) 24" X 36" VAULT,COIL FIBER AND INSTALL 12CT TAIL FORFUTURE CONNECTION. CONTRACTOR TOPLACE CONDUIT AND FIBER AS SPECIFIED.CONTRACTOR TO VERIFY EXISTING UTILITYDEPTHS AND LOCATIONS PRIOR TOCONSTRUCTION. ALL RESTORATION TO MEETOR EXCEED CITY OF RENTON STANDARDS.VICINITY MAPCOVER SHEET1ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11SHEETS 4/6SHEET 5MFP21005033This 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/HRPOTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS
#F#F#FPX
LEGEND#2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11MFP21005033
GENERAL NOTESGENERAL NOTES: The locations of utilities shown on these drawing are only approximate. Waeco Engineering hereby disclaims anyresponsibility to third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact thestatewide call-before-you-dig system to ascertain the location of underground utilities prior to performing any excavation.1. All materials, workmanship, and construction of utility improvements shall meet or exceed site work standards and the standards andspecifications set forth in the jurisdiction regulations and applicable state and federal regulations. Where there is conflict between theseplans and the specifications, or any applicable standards, the higher quality standard shall apply. All work within public r.o.w. Oreasements may require inspected and approved by the jurisdiction inspector. Inspection services and construction certification to beprovided by designee of project sponsor/owner.2. The contractor is specifically cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based onrecords of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied upon asbeing exact or complete. The contractor must call the local utility location center at least 48 hours before any excavation to request exactfield locations of existing utilities. The contractor shall verify pertinent locations and elevations, especially at the connection points and atpotential utility conflicts. It shall be the responsibility of the contractor to relocate all existing utilities that conflict with the proposedimprovements shown on these plans.3. The contractor shall be responsible for obtaining all necessary permits from all applicable agencies. The contractor shall notify thejurisdiction inspector at least 48 hours prior to the start of any earth disturbing activity or construction on any and all publicimprovements if required.4. The contractor shall coordinate and cooperate with the jurisdiction and all utility companies with regard to relocations or adjustments ofexisting utilities during construction, to assure that the work is accomplished in a timely fashion, and with a minimum disruption ofservice. The contractor shall be responsible for contacting all parties affected by any disruption of any utility service.5. The contractor shall have one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, andone (1) copy of any permits and extension agreements needed for the job on-site at all times.6. The contractor shall be responsible for all aspects of safety including, but not limited to: excavation, trenching, shoring, traffic control,and security.7. If, during the construction process, conditions are encountered by the contractor, his subcontractors, or other affected parties whichcould indicate a situation that is not identified in the plans or specifications, the contractor shall contact the engineer immediately.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 the jurisdiction, the contractor shall submit a traffic control and phasing plan inaccordance with m.u.t.c.d. For approval. Prior to any construction activities within or affecting the right-of-way, the contractor shall beresponsible for providing any and all traffic control devices as may be required by said plans. Prior to installation a preconstructionconference shall be held with jurisdiction.10. The contractor is responsible for providing all labor and materials necessary for the completion of the intended improvements shown onthese drawings or designated to be provided, installed, constructed, removed or relocated unless specifically noted otherwise.11. Per agency standards the contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt trackedfrom the site.12. The contractor shall be responsible for recording record information on a set of record drawings kept at the construction site andavailable to the jurisdiction inspector at all times.13. Dimensions for layout and construction are not to be scaled from any drawing. For additional information contact the engineer forclarification and note on the record drawings.14. All erosion and sediment control (e.s.c.) Measures shall be installed at the limits of construction prior to ground disturbing activity. Alle.s.c. Measures shall be maintained in good repair by the contractor until such time as the entire disturbed areas are stabilized with hardsurface or landscaping.15. All work within the public right-of-way is subject to the jurisdiction of the jurisdiction engineering department standard details andspecifications.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 the jurisdiction.3ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11MFP21005033
MATCH TO SHEET 5 PROJECT SHEETCONSTRUCTION NOTES#4ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11PROPOSED EXTENET 2" SCH 80UNDERGROUND CONDUIT(S) FORPOWER FROM NEW CITY OF RENTONPOWER SERVICE CABINET TO EXISTINGCITY OF RENTON POWER HANDHOLE (FORREFERENCE, UNDER PERMIT SC21000972)13567412743562123MFP21005033
MATCH TO SHEET 4
PROJECT SHEETRESTORATION NOTESCONSTRUCTION NOTES#5ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11987B9NODE NW-WA-WINONASC-00297AB874MFP21005033
RESTORATIONNOTESRESTORATION NOTES6ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11ABABAMFP21005033
OVERVIEW SHEETCONSTRUCTION NOTES7ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11124653781356742989MFP21005033
CONSTRUCTION NOTESSITEPHOTOGRAPHS12348ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF1112273456978135674298MFP21005033
UNDERGROUNDTYPICALS9ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF113"24"35 1/2"24"40 3/8"28 3/4"Inside DimensionsLengthWidthDepthBULK424T072HDPE STRUCTURAL FOAM/ CHANNELLSHIELD COVRChannell's SGLB AssemblyFEATURES:·Vault body: 24X36X24 inches (Open Floor)·HDPE Body - Channell Polymer Cover - Load ratedTier 22 (ANSI/SCTF 77 2010)·1 SHIELD Cover, Tier 22, with slip Resistant Tread·2 Cover locking bolts, 9/16 stainless steel hex headbolts 3/8-16 UNC x 3 12" thread bolts with washers·2 Box self centering stainless steel corrosion resistantnuts·2 Temporary drop doors: 1 each side·Minimum of 2 lifting slots in cover equipped withstainless steel pins (slots approximately 34" x 2")·4 Reinforced polymer step racks, 2 per side·2 lifting slots approximately 34" x 4" with stainless steellifting pins.WEIGHT & SHIPPING·Cover Weight:50 lbs·Box Weight:55 lbs·Assembly Weight:105 lbs·Loaded Pallet Weight: 210 lbs·Per Pallet #:2·Pallet Dimensions:58"L x 40"W x 42"HLOAD RATINGS:·ANSI/SCTE77TIER 22·Proof Load: 33,750 lbsMFP21005033
UNDERGROUNDTYPICALS10ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11MFP21005033
RESTORATIONTYPICALS11ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_297_SEG61\CAD DATA\COR NODE 297 - SEG 61_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1601 N 8TH ST,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE10/1/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11MFP21005033