HomeMy WebLinkAboutMFP25000492.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP25000492
IVR Number: 25000492
Permit Information
Permit Name: AT&T Franchise Permits 25-242
Address/Location:01/30/2025Application Date:7231502085Parcel Number: 710 S 2ND ST
Permit Type:01/30/2025Issue Date:Franchise
Permit Work Class:01/30/2026Expiration Date:Minor Utility
Job Number: 25-242 A T & T Renton ReloFranchise Type:Telephone
Description: AT&T Franchise Permits. 25 242 AT & T Renton Relocation 1. REMOVE EXISTING ASPHALT CONCRETE AS
NEEDED & TRENCH (3) 1 1/4" CONDUITS @ 48" DEPTH. PULL (1) 144CT FIBER THROUGH. 2. BORE (3) 1 1/4"
CONDUITS & PULL (1) 144CT FIBER W/ TRACER WIRE. PULL MULE TAPE IN EMPTY DUCTS. TEST TRACER WIRE
ONCE PULLED. 3. POTHOLE UTILITY LOCATION AND RESTORE CONCRETE ASPHALT PER THE CITY OF
RENTON'S SPECIFICATIONS. 4. WRECK OUT 144CT FIBER & TRACER WIRE.
Contacts
Name Address PhoneTypeBilling
Greg Roberts
AT & T Corp
C: (253) 225-0596Applicant
Permitting Department
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
B: (253)
922-2787x286
ApplicantX
Bill Foulkes
AT & T
H: (206) 730-0721
C: (206) 730-0721
Contact
Troy Solly
City of Renton
H: (425) 430-7313Contact
Permitting Department
Cannon Construction LLC
406 Porter Way
Milton, WA 98354
B: (253)
922-2787x286
Contractor
Business License Number: 20838Electrical Contractor: CANNOCL7941N
Construction Contractor: CANNOCL791JK
Jamie Stidhams
Cannon Construction LLC
H: (253) 961-2537Emergency
Contact
RENTON SCHOOL DISTRICT NO 4 300 SW 7TH ST
RENTON , WA 98057
Owner
Cliff Roberts
AT&T Corp
11241 Willow Rd, 130
Redmond, WA 98052
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 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
Page 1 of 2THIS 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
MFP25000492
Scott Warlick 1/30/2025
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
98354
x
x
Monday Friday
Scott Warlick CED 1/30/2025
MFP25000492
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)
S/WS TOBIN ST
S/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOP EOP EOP EOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WDWDWDWDWDWDWDWDWDWDWDWWILLIAMS AVE SWILLIAMS AVE SEOP EOP EOP EOP EOP EOP EOP EOPEOPB50'-100'WTXR2-1 74
99
81
75
94
81
95
77
84
91
79
82
78
66
720
87
0
0
82
XX XXFLAGGER
SPOTTER
XXXFLAGGER
PARKINGNO
FROM
TO
NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA
DISCLAIMERAll traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelinesfor traffic control within their jurisdiction. It is the responsibility of the on-site
traffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
TRAFFIC CONTROL ADDITIONAL NOTES- Will coordinate with any businesses that will be affected by construction- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work- Driveway access will be maintained unless otherwise noted- Sidewalk of 4' width will be maintained for pedestrian access unlessotherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
NO
SCALE
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN 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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
WORK TYPE:AERIAL WORK
N
S
EW
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
Jamie Stidhams
(P): (253) 961-2537
(E): jstidhams@teamcannon.com
25-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
JS AH 1/30/2024
TCP
JS AH
001 004
ACCESS TO DRIVEWAYS MUST BE
MAINTAINED AT ALL TIMES.
SPOTTER TO MOVE CONES &
GUIDE RESIDENT VEHICLES
FROM PROPERTY WHEN
NEEDED/ACCESSIBLE DURING
TIME OF CONSTRUCTION
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK.
MFP25000492
S/WBURNETT AVE S
WILLIAMS AVE SS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WDWDWDWDWDWDWDWDWDWDWDWDWDWDWDWWILLIAMS AVE SWILLIAMS AVE S74
101
99
81
99
98
75
94
81
95
77
105
84
99
91
79
82
78
107
87
110
0
0
0
103
0
0
104
82
PARKINGNO
FROM
TO
NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA
WTB50'-100'XXXFLAGGERXXXFLAGGER
PARKINGNO
FROM
TO
NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA
R2-1
SPOTTER
DISCLAIMERAll traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelinesfor traffic control within their jurisdiction. It is the responsibility of the on-site
traffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
TRAFFIC CONTROL ADDITIONAL NOTES- Will coordinate with any businesses that will be affected by construction- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work- Driveway access will be maintained unless otherwise noted- Sidewalk of 4' width will be maintained for pedestrian access unlessotherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
NO
SCALE
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN 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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
WORK TYPE:AERIAL WORK
N
S
EW
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
Jamie Stidhams
(P): (253) 961-2537
(E): jstidhams@teamcannon.com
25-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
JS AH 1/30/2024
TCP
JS AH
002 004
ACCESS TO DRIVEWAYS MUST BE
MAINTAINED AT ALL TIMES.
SPOTTER TO MOVE CONES &
GUIDE RESIDENT VEHICLES
FROM PROPERTY WHEN
NEEDED/ACCESSIBLE DURING
TIME OF CONSTRUCTION
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK.
MFP25000492
BURNETT AVE S
WILLIAMS AVE SWELLS AVE S
BURNETT PL S
S 2ND ST S 2ND ST
S 2ND STWILLIAMS AVE SS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/W S/W S/W S/W S/W S/W S/W S/W S/W S/WEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WDWDWDWDWDWDWDWDWDWEOP EOP EOP EOP EOP EOP EOP EOP EO
P
EOPEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOPEOP
EOP
EOPEOPEOPEOPWILLIAMS AVE SWILLIAMS AVE SWILLIAMS AVE S710
206
101
101
99
207
99
98
115
94
116
95
121
105
99
210
115
91
201
124
107
107
110
201
858
0
0
103
0
0
95
104103
112
114
POLICEOFFICER XXXXXXFLAGGER
6 DEVICE MIN50'-100'R2-1
PARKINGNO
FROM
TO
NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA
PARKINGNO
FROM
TO
NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREAXXX
WTR2-1
SPOTTER
DISCLAIMERAll traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelinesfor traffic control within their jurisdiction. It is the responsibility of the on-site
traffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
TRAFFIC CONTROL ADDITIONAL NOTES- Will coordinate with any businesses that will be affected by construction- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work- Driveway access will be maintained unless otherwise noted- Sidewalk of 4' width will be maintained for pedestrian access unlessotherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
NO
SCALE
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN 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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
WORK TYPE:AERIAL WORK
N
S
EW
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
Jamie Stidhams
(P): (253) 961-2537
(E): jstidhams@teamcannon.com
25-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
JS AH 1/30/2024
TCP
JS AH
003 004
ACCESS TO DRIVEWAYS MUST BE
MAINTAINED AT ALL TIMES.
SPOTTER TO MOVE CONES &
GUIDE RESIDENT VEHICLES
FROM PROPERTY WHEN
NEEDED/ACCESSIBLE DURING
TIME OF CONSTRUCTION
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK.
MFP25000492
S 2ND ST
S 2ND STS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPS/WS/WS/WS/WS/WS/WS/W S/W S/W S/W S/W S/WEOPEOPEOPEOPEOPEOP
EOPEOPEOPEOP DWEOP EOP EOP
EOPEOPEOPEOPEOPEOP
EOP
EOPWILLIAMS AVE S201
201
858
WT
6 DEVICE MIN
50'-100'
L
XXXFASOK R3-7RX
XR2-1
R2-1
DISCLAIMERAll traffic control setups, sign spacing, and procedures will conform to the
specifications stated in the federal Manual on Uniform Traffic Control Devices
(M.U.T.C.D)
Cities and various municipalities may have also adopted specialized guidelinesfor traffic control within their jurisdiction. It is the responsibility of the on-site
traffic control personnel to verify if any special conditions exist.
TRAFFIC CONTROL PLAN
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
TRAFFIC CONTROL ADDITIONAL NOTES- Will coordinate with any businesses that will be affected by construction- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work- Driveway access will be maintained unless otherwise noted- Sidewalk of 4' width will be maintained for pedestrian access unlessotherwise noted, spotter on site to escort pedestrians through work zone- All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective
FLAGGERSPOTTERLEGEND
Work Vehicle Truck Mounted Attenuator Work Area
Flagger Spotter Traffic Safety Cone/Drum
WT WT
NO
SCALE
SPEED 25 30 35 45 50 55
155 200 250 360 425 495 570
LONGITUDINAL BUFFER SPACE = B
LENGTH
40
305
60 65 70
780 840
SIGN SPACING = X (FEET)
FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)
RURAL HIGHWAYS 60/65 MPH 800' +/-
RURAL ROADS 45/55 MPH 500' +/-
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100' +/-
25/30 MPH 200' +/-
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN 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.
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840
LANE
WIDTH 25 30 35 40 45 50 55 60 65 70
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
WORK TYPE:AERIAL WORK
N
S
EW
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
Jamie Stidhams
(P): (253) 961-2537
(E): jstidhams@teamcannon.com
25-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
JS AH 1/30/2024
TCP
JS AH
004 004
ACCESS TO DRIVEWAYS MUST BE
MAINTAINED AT ALL TIMES.
SPOTTER TO MOVE CONES &
GUIDE RESIDENT VEHICLES
FROM PROPERTY WHEN
NEEDED/ACCESSIBLE DURING
TIME OF CONSTRUCTION
CONTACT PROPERTY OWNER(S) 72
HOURS PRIOR TO START OF WORK.
MFP25000492
SHEET 8
SHEET 7
SHEET 6
SHEET 5
SHEET 4
VICINITY MAP
406 Porter Way
Milton, WA 98354
CANNON COMPANIES
CONTACT: Jamie Stidhams
PHONE: (253) 961-2537
EMAIL: jstidhams@teamcannon.com
FORCED RELOCATES
PROJECT CONTACT
CONTACT:
PHONE:
EMAIL:
Bill Foulks
(206) 730-0721
bfoulkes@klevcon.com
1 -COVER SHEET
2 -GENERAL NOTES
3 -LEGEND
4-8 -CONSTRUCTION PLAN
9 -DETAILS
NO
SCALE
SCOPE OF WORK
1.REMOVE EXISTING ASPHALT CONCRETE AS NEEDED &
TRENCH (3) 1-1/4" CONDUITS @ 48" DEPTH. PULL (1) 144CT
FIBER THROUGH.
2.BORE (3) 1-1/4" CONDUITS & PULL (1) 144CT FIBER W/ TRACER
WIRE. PULL MULE TAPE IN EMPTY DUCTS. TEST TRACER
WIRE ONCE PULLED.
3.POTHOLE UTILITY LOCATION AND RESTORE CONCRETE
ASPHALT PER THE CITY OF RENTON'S SPECIFICATIONS.
4.WRECK OUT 144CT FIBER & TRACER WIRE.
N
S
EW
POLE COUNT =
TRANSMISSION =
DISTRIBUTION =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
POLE INFORMATION
0
0
0
0
0
BILL OF MATERIALS *ALL FOOTAGES AND
MATERIALS ARE ESTIMATED
NEW TRENCH =FT
NEW BORE =FT
WRECK OUT =FT
NEW AERIAL =FT
RISER =FT
TOTAL ROW FOOTAGE =FT
RIGHT OF WAY FOOTAGES*:
=FT=FTSTORAGE
MATERIAL FOOTAGES*
40
670
0
0
(0)0
710
144CT 710200
SHEET INDEX
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 198525-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
--------
JS TH 01/30/25
COVER SHEET
JS TH JS
001 009
CONTACT: Greg Roberts
PHONE: (206) 496-7973
EMAIL: gr255y@att.com
MFP25000492Condition of Approval: AT&T to dispose of the conduit
removed by the City contractor if necessary. City
contractor is going to see if disposing of the conduit
would require them to find a new dump location for the
excavated material. If not no issue, if so then they would
stockpile the excavated/removed conduit for AT&T to
remove prior to them starting the relocation work.
NO
SCALE
STANDARD
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS
NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT
THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE
NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.
THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND
IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE
IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH
MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,
ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE
OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES
TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES
AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO
PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR
WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT
PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS
OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE
ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A
SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING
NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES
AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE
EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE
MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL
BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX
351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN
TRAFFIC-BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.
UTILITY DUCT
1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36"
WITH A MINIMUM SLOPE OF 1/2 % TO VAULT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED,
PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP
CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL
ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE
SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL
ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.
CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD
SPECIFICATIONS OF EACH JURISDICTION.
ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT
CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.
GRAVEL AREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN
ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.
SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED
PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED
AND WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED
PRIOR TO CONSTRUCTION.
WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF
WASHINGTON'S WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
DIRECTIONAL BORING
1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING
UTILITIES.
FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE
REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.
AERIAL INSTALLATION
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO
POWER MAIN WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND
REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS
IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 198525-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
--------
JS TH 01/30/25
GENERAL NOTES
JS TH JS
002 009
MFP25000492
All conduit installed in the ROW to be schedule 80 or equivalent.
NO
SCALE
V
NEW
V
TH
NEW
TH
CAB
NEW
CAB
DH
NEW
DH
P
NEW
P
LINE TYPES
FL FL
EOP EOP
ROW ROW
S/W S/W
D/W D/W
X X
U U U U U U U U
P P
PARCEL LINE
BUILDING OUTLINE
LANE LINE
CENTERLINE / STATION LINE
FOG LINE
EDGE OF PAVEMENT (EOP)
RIGHT OF WAY (ROW)
SIDEWALK (S/W)
DRIVEWAY (D/W)
FENCE
GUARDRAIL
CROSSWALK
RAILROAD
POWER
TS TS TRAFFIC SIGNAL
F/O F/O FIBER OPTIC
T T TELECOMMUNICATION
S S SEWER MAIN
SS SS SANITARY SEWER
D D DRAIN MAIN
DD DD DRAINAGE DITCH
G G GAS
OIL OIL OIL
STM STM STEAM
W W WATER
UNK UNK UNKNOWN UTILITY
TRAFFIC CONES
STRAW WATTLES
A A EXISTING AERIAL
A A NEW AERIAL
C C EXISTING/PROOF & PULL CONDUIT
PROPOSED CONDUIT
SYMBOLS
HATCH PATTERNS
CONCRETE ASPHALT
CONCRETE PANELS
LANDSCAPELIMITS OF RESTORATION
GRAVEL
BRICK/COBBLE
ROWIP ALLEY / TRAVEL LANE WZ
ROWIP PARKING / BIKE LANE WZ
ROWIP SIDEWALK WZ
OH OH OVERHEAD UTILITIES
#VAULT
(EXIST / NEW)
SIZE MAY VARY
MANHOLE
(EXIST / NEW)
DOGHOUSE
(EXIST / NEW)
TIGERHOUSE
(EXIST / NEW)
NODE CABINET
(EXIST / NEW)
PEDESTAL
(EXIST / NEW)
R R
UTILITY POLE
(EXIST / NEW)
UTILITY RISER
(EXIST / NEW)
200'
EXISTING SPLICE CASE
NEW SPLICE CASE
NEW MAT. STORAGE
NEW COAX TAP
UTILITY POTHOLE
POLE ANCHOR
/ DOWN GUY
CB CATCH BASIN
CATCH BASIN
W/ SOCK
CW CROSSWALK SIGNAL
SL STREET LIGHT
FH
FIRE HYDRANT
M WATER METER
V UTILITY VALVE
TREE
SHRUBBERY
N
S
EW
STREET SIGN
MAP COMPASS
339'FOOTAGE NOTE
LANE DIRECTION INDICATOR
BUS STOP LOCATION
MARK-UP NOTATIONS
#
#
PHOTO LOCATOR/ORIENTATION
CALLOUT
CONSTRUCTION NOTE CALLOUT
POLE # CALLOUT
STA 0+00 DISTANCE STATION
A
#
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION SHEET #
#WORK
LOCATION PHOTO NOTE CALLOUT
#DISTANCE DIMENSION
ADA RAMP
CB
#VAULT # CALLOUT
MH MH
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 198525-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
--------
JS TH 01/30/25
LEGEND
JS TH JS
003 009
MFP25000492
F/OF/OF/OF/O F/OF/OROWROWROWROWROWROWROW
ROW ROW
ROWROWROWROWROWROW
ROW ROW
S 2ND STGGGGGGGGGGWWWSSSS/WS/WS/WEOPEOPEOPEOPEOP EOP EOPS/WS/WS/WS/WS/W S/W S/WEOPEOPEOPEOP
EOPEOPEOP
SL
MH
MH
MH
FH
SL
MH
V
GG
V
EOP EOP EOP
EOPEOPEOPEOP
EOP
GGGGGGGGGGCBCB21'
LENGTH:
( )
'
CT
18
1 144
MH
TIE IN TO PREVIOUSLY CUT 3 - 1-1/4" DUCT
AND INSTALL 233LA. EXISTING DUCT @ 51"-70"
*COORDINATE WITH CITY CONTRACTOR.
EXPOSE 3 - 1-1/4" DUCTS.
1
2
LENGTH:
( )
'
CT
670
1 144
4'
1RPP
PVMATCHLINE SHEET 5
LEAVE (1) 100' COIL FOR BUTT SPLICE.
INSTALL BOLT IN BROKEN 25TA LID.
CLEAN 25TA VAULT
4WILLIAMS AVE S1
CONSTRUCTION NOTES:
REMOVE EXISTING ASPHALT
CONCRETE AS NEEDED & TRENCH (3)
1-1/4" CONDUITS @ 48" DEPTH. PULL
(1) 144CT FIBER THROUGH.
BORE (3) 1-1/4" CONDUITS & PULL (1)
144CT FIBER W/ TRACER WIRE. PULL
MULE TAPE IN EMPTY DUCTS. TEST
TRACER WIRE ONCE PULLED.
POTHOLE UTILITY LOCATION AND
RESTORE CONCRETE ASPHALT PER
THE CITY OF RENTON'S
SPECIFICATIONS.
WRECK OUT 144CT FIBER & TRACER
WIRE.
RESTORATION NOTES:
STANDARD T-CUT RESTORATION
OUTSIDE OF STORM FOOT PRINT.
RESTORE LANDSCAPE PER CITY OF
RENTON'S SPECIFICATIONS.
2
1R
2R
3
4
0'10'20'
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
N
S
EW
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 198525-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
--------
JS TH 01/30/25
CONSTRUCTION PLAN
JS TH JS
004 009
MFP25000492
F/OF/OF/OF/OF/OF/OF/OROWROWROWROWROWROWROWROWROWROWROW116
124
GGGGGGGGGGGGGGGGWWWWWWWWSSSSSSSSS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPDWDWLENGTH:
( )
'
CT
(670)
1 144
2PPPPPP
PPMATCHLINE SHEET 4
W
MATCHLINE SHEET 6
3
4
WILLIAMS AVE S1
CONSTRUCTION NOTES:
REMOVE EXISTING ASPHALT
CONCRETE AS NEEDED & TRENCH (3)
1-1/4" CONDUITS @ 48" DEPTH. PULL
(1) 144CT FIBER THROUGH.
BORE (3) 1-1/4" CONDUITS & PULL (1)
144CT FIBER W/ TRACER WIRE. PULL
MULE TAPE IN EMPTY DUCTS. TEST
TRACER WIRE ONCE PULLED.
POTHOLE UTILITY LOCATION AND
RESTORE CONCRETE ASPHALT PER
THE CITY OF RENTON'S
SPECIFICATIONS.
WRECK OUT 144CT FIBER & TRACER
WIRE.
RESTORATION NOTES:
STANDARD T-CUT RESTORATION
OUTSIDE OF STORM FOOT PRINT.
RESTORE LANDSCAPE PER CITY OF
RENTON'S SPECIFICATIONS.
2
1R
2R
3
4
0'10'20'
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
N
S
EW
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 198525-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
--------
JS TH 01/30/25
CONSTRUCTION PLAN
JS TH JS
005 009
MFP25000492
F/OF/OF/OF/OF/OF/OF/OF/OROWROWROWROWROWROW
ROW ROW ROW ROW
ROWROWROWROWROWROWROWROW101
107
110WILLIAMS AVE SGGGGGGGGGGGGGGGGGGWWWWWWWWWSSSSSSSSSS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WDW2PPPPP
PPPPGG
WW
MATCHLINE SHEET 7
MATCHLINE SHEET 5
LENGTH:
( )
'
CT
(670)
1 144
3
4
1
CONSTRUCTION NOTES:
REMOVE EXISTING ASPHALT
CONCRETE AS NEEDED & TRENCH (3)
1-1/4" CONDUITS @ 48" DEPTH. PULL
(1) 144CT FIBER THROUGH.
BORE (3) 1-1/4" CONDUITS & PULL (1)
144CT FIBER W/ TRACER WIRE. PULL
MULE TAPE IN EMPTY DUCTS. TEST
TRACER WIRE ONCE PULLED.
POTHOLE UTILITY LOCATION AND
RESTORE CONCRETE ASPHALT PER
THE CITY OF RENTON'S
SPECIFICATIONS.
WRECK OUT 144CT FIBER & TRACER
WIRE.
RESTORATION NOTES:
STANDARD T-CUT RESTORATION
OUTSIDE OF STORM FOOT PRINT.
RESTORE LANDSCAPE PER CITY OF
RENTON'S SPECIFICATIONS.
2
1R
2R
3
4
0'10'20'
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
N
S
EW
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 198525-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
--------
JS TH 01/30/25
CONSTRUCTION PLAN
JS TH JS
006 009
MFP25000492
F/OF/OF/OF/OF/OF/OF/OF/OROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW98
9495
84
99
91
87
GGGGGGGGGGGGGGGGGWWWWWWWWSSSSSSSSS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WDWDWDWDWDWDWDWDWLENGTH:
( )
'
CT
(670)
1 144
2PPPPP
PPPG
WW
MATCHLINE SHEET 6
G
W
W W
G
W W
G
3
3
MATCHLINE SHEET 8
EXPOSE 3 - 1-1/4" DUCTS. WREAK
OUT 144CT FIBER AND TRACER WIRE.
CUT AND CAP 3 - 1-1/4" DUCTS
4
WILLIAMS AVE S1
CONSTRUCTION NOTES:
REMOVE EXISTING ASPHALT
CONCRETE AS NEEDED & TRENCH (3)
1-1/4" CONDUITS @ 48" DEPTH. PULL
(1) 144CT FIBER THROUGH.
BORE (3) 1-1/4" CONDUITS & PULL (1)
144CT FIBER W/ TRACER WIRE. PULL
MULE TAPE IN EMPTY DUCTS. TEST
TRACER WIRE ONCE PULLED.
POTHOLE UTILITY LOCATION AND
RESTORE CONCRETE ASPHALT PER
THE CITY OF RENTON'S
SPECIFICATIONS.
WRECK OUT 144CT FIBER & TRACER
WIRE.
RESTORATION NOTES:
STANDARD T-CUT RESTORATION
OUTSIDE OF STORM FOOT PRINT.
RESTORE LANDSCAPE PER CITY OF
RENTON'S SPECIFICATIONS.
2
1R
2R
3
4
0'10'20'
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
N
S
EW
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 198525-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
--------
JS TH 01/30/25
CONSTRUCTION PLAN
JS TH JS
007 009
MFP25000492
F/O
F/OS/WROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW74
81
75
79
82
78
S TOBIN ST
GGGGGGGGGGGGGGGGWWWWWWWWSSSSSSSSS/WS/WS/WS/WS/WS/WEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WEOP EOP EOP EOP
EOPEOPEOPEOPEOPEOPS/WS/WS/WSL
V
FH
V
V S/WV
DWDWDWDWDW2V
1
LEAVE (1) 100' COIL. REATTACH
TRACER WIRE TO LCAT.
CLEAN 25TA VAULT
1R2RPPPPP
PPW WDWLENGTH:
( )
'
CT
22
1 144 DWW W
LENGTH:
( )
'
CT
(670)
1 144
3
MATCHLINE SHEET 7
4WILLIAMS AVE S1
CONSTRUCTION NOTES:
REMOVE EXISTING ASPHALT
CONCRETE AS NEEDED & TRENCH (3)
1-1/4" CONDUITS @ 48" DEPTH. PULL
(1) 144CT FIBER THROUGH.
BORE (3) 1-1/4" CONDUITS & PULL (1)
144CT FIBER W/ TRACER WIRE. PULL
MULE TAPE IN EMPTY DUCTS. TEST
TRACER WIRE ONCE PULLED.
POTHOLE UTILITY LOCATION AND
RESTORE CONCRETE ASPHALT PER
THE CITY OF RENTON'S
SPECIFICATIONS.
WRECK OUT 144CT FIBER & TRACER
WIRE.
RESTORATION NOTES:
STANDARD T-CUT RESTORATION
OUTSIDE OF STORM FOOT PRINT.
RESTORE LANDSCAPE PER CITY OF
RENTON'S SPECIFICATIONS.
2
1R
2R
3
4
0'10'20'
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
N
S
EW
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 198525-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
--------
JS TH 01/30/25
CONSTRUCTION PLAN
JS TH JS
008 009
MFP25000492
NO
SCALE
TRENCH - SOFT SURFACE
STANDARD DETAIL
PROPOSED CONDUIT6"-12"
18"
18"
36"
EXISTING SOFT
SURFACE MAGNETIC LOCATOR TAPE
(ENTIRE TRENCH LENGTH)
BACKFILL COMPACTED TO
95% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
SURFACE RESTORATION
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION
2
Full 180° Open
2'-8"3'-8"
2'-8"
3'-0"
6"
3'-6"
3'-0"
2'-0"
2'-8"
3'-8"
500 lbs.
No. 23-24C
PSE #7664910
1,500 lbs.
Non Skid Covers Available
STANDARD DETAIL
233LA MANHOLE
OPTIONAL COVER SECTION
2'-8"4"3'-6"3'-0"6"1'-6"
OPTIONAL (BOTTOMLESS)
GALVANIZED
PULL/LIFT
(1 EACH CORNER)
6"Ø SUMP
2'-0" LONG GALVANIZED
"C" CHANNEL (1 EACH SIDE)
12"x12" KNOCKOUT
(2 EACH SIDE)
VAULT
No. 233-BL
1,750 lbs.
COVER
No. 23-2436P
350 lbs.
24"Ø HOLE
3
Client:
Project No.
Permit No.
Revisions:
Original
1
2
3
4
5
6
PM DRAFTER
Sheet Title:
DATE
Sheet No.
Designed by: Drawn by: Checked by:
of
Sheet Scale:
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 198525-242 - AT&T RENTON RELO.
T23N R5E S17
710 S 2nd St, Renton, WA 98057
25-242
--------
JS TH 01/30/25
DETAILS
JS TH JS
009 0096"ASPHALT TRENCH DETAIL
STANDARD DETAIL
3" HMA (CL 1/2")
(MATCH EX IF GREATER
PATCH WIDTH PER PLAN
12" MIN.12" MIN
11" HMA
(CL 1/2 OR 1)
6" MIN COMPACT
MINERAL AGGREGATE
TYPE 2
COMPACTED
BACKFILL3' MIN.24"
12"
EX ASPHALT
SURFACE
CONTRACTOR TO VERIFY
SPECIFICATION WITH CITY OF
SEATTLE
1
POTHOLE REPAIR DETAIL
STANDARD DETAIL
AC (4"MIN) WITH 0.5"
MAX AGGREGATE PER
CITY STANDARD
12" MIN.
12"Ø POTHOLE
36"
NATIVE BACKFILL
MATERIAL
CFD PER CITY
STANDARD
12" MIN.
TYP.
TYP.
SAW CUTEXISTING AC
12" MIN.36"
UTILITY
4
MFP25000492