HomeMy WebLinkAboutMFP21001292.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21001292
IVR Number: 21001292
Permit Information
Permit Name: Verizon - MCI
Address/Location:03/12/2021Application Date:0423059155Parcel Number: 3123 NE SUNSET BLVD
Permit Type:04/23/2021Issue Date:Franchise
Permit Work Class:06/23/2022Expiration Date:Major Utility
Job Number: 1807BDIO.65_UG_REN_90030Franchise Type:Telephone
Description: Verizon to install 3420 LF of 2" conduit and fiber optic cable via directional bore and install 5 vaults. Pothole all
existing utilities. Restoration per City of Renton standards.
PRE CONSTRUCTION MEETING REQUIRED
Contacts
Name Address PhoneTypeBilling
MasTec Representative
MasTec
151 Stewart Rd SW
Pacific, WA 98047
Applicant
HOLLY NORTH
MGC TECHNICAL CONSTULTING, INC
8521 154th Ave NE
REDMOND, WA 98052
B: (206) 618-0651Applicant
Henson Smith
Mastec Network Solutions Inc
Applicant
Matthew Sapp
Verizon - MCI
Contact
MasTec_Rep
MasTec
Contact
Louise Popelka
Verizon MCI Buisness
3245 158th Ave SE
Bellevue, WA 98008
B: (425) 240-0238Contact
Mastec Network Solutions Inc 22257 68th Avenue S
Kent, WA 98032
Contractor
Business License Number: 38949Construction Contractor: MASTENS876KN
Electrical Contractor: MASTENS863JS
KIDDIE RESEARCH LLC 3123 SUNSET BLVD NE
RENTON , WA 98056
Owner
Amy Ledvina
Verizon - MCImetro
3245 158 Ave SE
Bellevue, WA 98008
H: (425) 505-5651Specialized
Billing
X
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
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
MCIMETRO ACCESS TRANSMISSION SERVICES CORP.
1807BDIO.65_UG_REN_90030
Henson Smith
425.287.8701
henson.smith@mastec.com
3123 Sunset Blvd NE Renton, WA
Installation of 3420 LF of 2" conduit, fiber optic cable via directional bore,
installation of (5) vaults ***1807BDIO.65_UG_REN_90030***
MASTEC NORTH AMERICA, INC.425.287.8701
MASTENA991KJ 51687
03/12/21
MFP21001292
Scott Warlick
POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS
6/9/2022
This permit is for Major construction work in the ROW and will be billed at an additional
$150/HR for inspections. After hours and weekend work will be billed at $175/HR
Justin Johnson 6/9/2022
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 11/25/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 11/25/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN 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 TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.☐ A copy of the Traffic Control Plan (TCP) Application form.
2.☐ A copy of the required TCP layout, preferred 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.
☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
☐Types of plans required:
☐Work hour plan – show all mobility impacts during construction hours.
☐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.
☐Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
☐Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
1807BDIO.65_UG_REN_90030
3123 Sunset Blvd NE Renton, WA
Monday Friday 8:00am 3:00pm
Installation of 3420 LF of
2" conduit, fiber optic cable via directional bore,
installation of (5) vaults
MASTEC NORTH AMERICA, INC.425 287 8701
MASTEC NORTH AMERICA, INC._USG-MastecSeattlePermitting@mastec.com
151 Stewart Rd SW Bldg. A Pacific, WA 98047
MFP21001292
Scott Warlick CED 6/9/2022
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 11/25/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
•TCP must be approved prior to commencing the work, and all permit conditions shall be met.
•Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
•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.
•The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
•Emergency services (253-852-2121) shall be notified 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.
•TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
•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 RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 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 Applicant’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 the City within the scope of this Agreement, Applicant 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.
•Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
•Approved Temporary TCP 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.
•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.
•The cover sheet of this TCP 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; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM SHOULDER TAPER LENGTH (L/3) (FEET)
Shoulder
Width
Feet
Posted Speed (mph)
10
25 30 35 40 45 50 55 60 65 70
40
40
40
60
60
90
90
90
120
150
130
170
150
190 200
8 160 170 190
240220
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE
DESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-grade
intersections and/or driveways.
9. A Traffic Control Supervisor is required for all work affecting
ROW.
TRAFFIC CONTROL PLAN COVER PAGE
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
N
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
1 16
TCS STAMP:1807BDIO.65_UG_REN_90030COVER PAGETRAFFIC CONTROL PLANMAP SCALE:1:50
BEGIN
TCP SHEET 2
END
TCP SHEET 16
3123 NE SUNSET BLVD
4601 NE SUNSET BLVD
TCP SHEET 3
TCP SHEET 4
TCP SHEET 5
TCP SHEET 6
TCP SHEET 7
TCP SHEET 8
TCP SHEET 9
TCP SHEET 10
TCP SHEET 11
TCP SHEET 12 TCP SHEET 13
TCP SHEET 14
TCP SHEET 15
www.invarion.com
MFP21001292
NE SUNSET BLVD35MPH
NE 12TH ST25MPH
V
EXISTING VAULT
SUNRISE DENTAL
3218 NE 12TH ST
3232 NE 12TH ST
3233 NE 12TH ST
RITE AID
3116 NE SUNSET BLVD
WALGREENS
3011 NE SUNSET BLVD
3316 NE 12TH ST
11'
10'
11'
11'
10'
10'
13'
4'11'
100'
11'35'
LYNNWOOD AVE NE 25MPH
MONROE AVE NE 25MPH
ROAD
WORK
AHEAD
W20-1
SHOULDERWORK
W21-5W4-2
RIGHT LANECLOSED
AHEAD
W20-5 100'100'S S
SIDEWALK
CLOSED
R9-9
SIDEWALK CLOSED
CROSS HERE
R9-11a(R)
DETOUR
M4-9b
S
SIDEWALK CLOSED
CROSS HERE
R9-11a(L)
ROADWORKAHEAD
W20-1
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
2 16
TCS STAMP:1807BDIO.65_UG_REN_90030RIGHT LANE CLOSURE
W/ U.P.O
& SHOULDER CLOSURE
SHEET 2 TCP IS FOR
PAGE 05 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Arrowboard (Chevron)
Bus Stop
Cone
Pot Hole
Sign Stand
Spotter
Traffic Light
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 115'100'20 40
SPOTTERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS.
SPOTTERS TO STOP TRAFFIC
AND ESCORT PEDESTRIANS
ACROSS NE 12 TH ST.
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
www.invarion.com
MFP21001292
NE SUNSET BLVD35MPH
NE 12TH ST 25MPH
EXISTING VAULT
SUNRISE DENTAL
3218 NE 12TH ST
3232 NE 12TH ST
3233 NE 12TH ST
RITE AID
3116 NE SUNSET BLVD
WALGREENS
3011 NE SUNSET BLVD
11'
10'
11'
11'
10'
10'
13'
4'
MONROE AVE NE25MPHLYNNWOOD AVE NE25MPH
V
W20-7a
ROAD
WORK
AHEAD
W20-1
ONE LANEROADAHEAD
W20-4
100'100'100'MATCHLINESHEET 3MATCHLINESHEET 4ROAD
WORK
AHEAD
W20-1
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
3 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
& SHOULDER CLOSURE
SHEET 3 TCP IS FOR
PAGE 06 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 125'100'20 40
www.invarion.com
MFP21001292
3232 NE 12TH ST 3316 NE 12TH ST
3317 NE 12TH ST
1204 MONROE AVE NE
V
3410 NE 12TH ST
3327 NE 12TH ST 3419 NE 12TH ST
1203 PIERCE PL NE
3501 NE 12TH ST
OLYMPIA AVE NE25MPH
NE 12TH ST 25MPH
15'
13'
4'
12'28'12'
17'
13'
12'
S
S
SHOULDERWORK
W21-5
SHOULDERWORK
W21-5
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANEROADAHEAD
W20-4
15'
90'
W20-7a
BE
PREPAREDTO STOP
W3-4
S
11'
35'
11'
30'
W20-7a
100'
100'
100'
100'
100'100'100'125'B
MONROE AVE NE25MPH
MATCHLINESHEET 3BE PREPARED
TO STOP
W3-4ROAD
WORK
AHEAD
W20-1
100'+-
100'+-
100'+-
MONROE AVE NE25MPH
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
4 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
& SHOULDER CLOSURE
SHEET 4 TCP IS FOR
PAGE 06 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 125'100'20 40
FLAGGERS AND/OR SPOTTERS SHALL ASSIST
VEHICLES IN AND OUT OF ACCESS POINTS
FLAGGERS AND/OR SPOTTERS SHALL ASSIST
PEDESTRIAN'S AROUND THE WORK AREA AT ALL TIMES.
www.invarion.com
MFP21001292
3232 NE 12TH ST
3233 NE 12TH ST
3316 NE 12TH ST
3317 NE 12TH ST
1204 MONROE AVE NE
MONROE AVE NE 25MPH
V
3410 NE 12TH ST
3327 NE 12TH ST 3419 NE 12TH ST
V
NE 12TH ST 25MPH
10'
10'
13'
4'
15'
13'
4'
12'28'12'
17'
13'
12'
ROAD
WORK
AHEAD
W20-1
ONE LANEROADAHEAD
W20-4
100'200'200'
15'
80'15'30'200'200'60'MATCHLINESHEET 3MATCHLINESHEET 6S
ROADWORKAHEAD
W20-1
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
5 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
& SHOULDER CLOSURE
SHEET 5 TCP IS FOR
PAGE 06 & 07 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 125'100'20 40
SPOTTERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS.
SPOTTERS SHALL ASSIST PEDESTRIAN'S
AROUND THE WORK AREA AT ALL TIMES.
www.invarion.com
MFP21001292
3419 NE 12TH ST
1203 PIERCE PL NE
3501 NE 12TH ST
1204 PIERCE PL NE
1159 PIERCE AVE NE
OLYMPIA AVE NE25MPH PIERCE AVE NE25MPH
QUEEN AVE NE 25MPH
1203 QUEEN AVE NE
1204 QUEEN AVE NE
1176 QUEEN AVE NE
1163 REDMOND AVE NE
3710 NE 12TH ST
V
NE 12TH ST 25MPH
26'
16'
13'
12'
24'7'
20'
13'
12'
15'
65'V
ROADWORKAHEAD
W20-1
SHOULDERWORK
W21-5
S
13'
35'
15'
30'W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
ONE LANEROADAHEAD
W20-4
ONE LANEROAD
AHEAD
W20-4
W20-7a
ONE LANEROADAHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
100'
100'
100'
125'
PIERCE PL NE25MPH
100'100'60'
100'100'100'ROADWORKAHEAD
W20-1
ROADWORKAHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
SHOULDERWORK
W21-5
100'100'60'MATCHLINESHEET 5QUEEN AVE NE 25MPH
S
12'
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
6 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
& SHOULDER CLOSURE
SHEET 6 TCP IS FOR
PAGE 07 & 08 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 125'100'20 40
FLAGGERS AND/OR SPOTTERS SHALL ASSIST
VEHICLES IN AND OUT OF ACCESS POINTS
FLAGGERS AND/OR SPOTTERS SHALL ASSIST
PEDESTRIAN'S AROUND THE WORK AREA AT ALL TIMES.
www.invarion.com
MFP21001292
3410 NE 12TH ST
3419 NE 12TH ST
1203 PIERCE PL NE
3501 NE 12TH ST
1204 PIERCE PL NE
1159 PIERCE AVE NE
PIERCE PL NE25MPH
OLYMPIA AVE NE25MPH PIERCE AVE NE25MPH
1203 QUEEN AVE NE 1204 QUEEN AVE NE
1163 REDMOND AVE NE
NE 12TH ST 25MPH
26'
16'
13'
12'
15'
40'
15'
40'13'
24'7'
20'
13'
12'
15'
65'V
ROAD
WORK
AHEAD
W20-1
SHOULDER
WORK
W21-5 W20-7a
W20-7a
W20-7a
ROADWORKAHEAD
W20-1 W20-7a
ONE LANEROAD
AHEAD
W20-4
100'100'100'
S
S
S MATCHLINESHEET 3MATCHLINESHEET 8ROADWORKAHEAD
W20-1
ONE LANE
ROADAHEAD
W20-4
W20-7a
100'
100'
100'
115'
B
QUEEN AVE NE 25MPH
ROAD
WORK
AHEAD
W20-1
BE
PREPAREDTO STOP
W3-4
100'+-
100'+-
100'+-1176 QUEEN AVE NE
QUEEN AVE NE 25MPH
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
7 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
SHEET 7 TCP IS FOR
PAGE 08 & 09 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 125'100'20 40
FLAGGERS AND/OR SPOTTERS SHALL ASSIST
VEHICLES IN AND OUT OF ACCESS POINTS
FLAGGERS AND/OR SPOTTERS SHALL ASSIST
PEDESTRIAN'S AROUND THE WORK AREA AT ALL TIMES.
www.invarion.com
MFP21001292
1163 REDMOND AVE NE
3722 NE 12TH ST
1164 REDMOND AVE NE
SHELTON AVE NE 25MPH
1159 SHELTON AVE NE
1174 SHELTON AVE NE
3816 NE 12TH ST
3901 NE 11TH PL
3916 NE 12TH ST
NE 12TH ST 25MPH
8'
13'
12'
3'
13'
12'
12'
15'
35'15'
30'
ONE LANEROADAHEAD
W20-4W20-7a
ROAD
WORK
AHEAD
W20-1100'100'100'125'BW20-7a
W20-7a
SSMATCHLINESHEET 7W20-7a
ROADWORKAHEAD
W20-1
BE PREPARED
TO STOP
W3-4
100'+-
100'+-
100'+-
REDMOND AVE NE25MPH
W20-7a
3710 NE 12TH ST
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
8 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
SHEET 8 TCP IS FOR
PAGE 08 & 09 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 125'100'20 40
FLAGGERS AND/OR SPOTTERS SHALL ASSIST
VEHICLES IN AND OUT OF ACCESS POINTS
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
SPOTTERS TO ASSIST PEDESTRAINS
SAFELY AROUND THE WORK AREA.
A MINIMUM 4 FT. WALK WILL BE
AVAILABLES AT ALL TIMES.
www.invarion.com
MFP21001292
PIERCE AVE NE25MPH
QUEEN AVE NE25MPH
1203 QUEEN AVE NE 1204 QUEEN AVE NE
1176 QUEEN AVE NE 1163 REDMOND AVE NE
3722 NE 12TH ST
1164 REDMOND AVE NE 1159 SHELTON AVE NE
3816 NE 12TH ST
24'7'
20'
13'
12'
8'
13'
12'
16'
120'16'30'16'
65'16'
35'
NE 12TH ST25MPH
W20-7a
ONE LANEROAD
AHEAD
W20-4 W20-7a
ROADWORKAHEAD
W20-1
100'100'100'
SS MATCHLINESHEET 3MATCHLINESHEET 10V
ROAD
WORK
AHEAD
W20-1
BE PREPAREDTO STOP
W3-4
W20-7a
100'+-
100'+-
100'+-
REDMOND AVE NE 25MPH
3710 NE 12TH ST
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
9 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
SHEET 9 TCP IS FOR
PAGE 09 & 10 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 125'100'20 40
SPOTTERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS.
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
SPOTTERS TO ASSIST PEDESTRAINS
SAFELY AROUND THE WORK AREA.
A MINIMUM 4 FT. WALK WILL BE
AVAILABLES AT ALL TIMES.
www.invarion.com
MFP21001292
1159 SHELTON AVE NE
1174 SHELTON AVE NE
3816 NE 12TH ST
3926 NE 12TH ST
NE 11TH PL 25MPH
3901 NE 11TH PL 3900 NE 11TH PL
4010 NE 12TH ST
UNION AVE NE30MPH
3932 NE 11TH PL
3916 NE 12TH ST
V
NE 12TH ST 25MPH
16'14'13'
5'
13'
13'
3'
13'
12'
16'
100'
16'
120'
W20-7a
ROADWORKAHEAD
W20-1W20-7a
ONE LANEROADAHEAD
W20-4
100'100'100'125'BSSMATCHLINESHEET 9W20-7a
ROAD
WORK
AHEAD
W20-1
BE PREPAREDTO STOP
W3-4
100'+-
100'+-
100'+-
ROADWORKAHEAD
W20-1
BE PREPAREDTO STOP
W3-4
100'+-
100'+-
100'+-
SHELTON AVE NE25MPH
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
10 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
SHEET 10 TCP IS FOR
PAGE 09 & 10 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 125'100'20 40
SPOTTERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS.
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
SPOTTERS TO ASSIST PEDESTRAINS
SAFELY AROUND THE WORK AREA.
A MINIMUM 4 FT. WALK WILL BE
AVAILABLES AT ALL TIMES.
www.invarion.com
MFP21001292
1174 SHELTON AVE NE
3926 NE 12TH ST
NE 11TH PL25MPH
3901 NE 11TH PL 3900 NE 11TH PL
4010 NE 12TH ST
3932 NE 11TH PL
3916 NE 12TH ST
V
NE 12TH ST25MPH
16'14'13'
5'
13'
13'
3'
13'
12'18'
60'18'
30'
18'
30'18'
30'
18'
30'18'
65'S S S S
W20-7a
ROAD
WORK
AHEAD
W20-1
ONE LANEROAD
AHEAD
W20-4
200'
200'
200'
ROADWORKAHEAD
W20-1
W20-7a
ONE LANEROADAHEAD
W20-4
200'
200'
200'
UNION AVE NE30MPH
ROADWORKAHEAD
W20-1 W20-7a
ONE LANEROADAHEAD
W20-4
100'100'100'
W20-7a
ROADWORKAHEAD
W20-1
BE PREPARED
TO STOP
W3-4
100'+-
100'+-
100'+-
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
11 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
SHEET 11 TCP IS FOR
PAGE 10 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
FLAGGERS AND/OR SPOTTERS SHALL ASSIST
VEHICLES IN AND OUT OF ACCESS POINTS
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
30 165'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
25 125'100'20'40'
www.invarion.com
MFP21001292
W20-7a
ONE LANEROADAHEAD
W20-4
BIKESMERGE WITHTRAFFIC
W4-1B
NE 11TH PL25MPH 3900 NE 11TH PL
4010 NE 12TH ST
R & R RENTALS
4101 NE SUNSET BLVD
RAINER CREST APARTMENTS
1190 UNION AVE NE
CENTRAL WELDING SUPPLY
1200 UNION AVE NE
3932 NE 11TH PL
V
NE 12TH ST 25MPH
16'14'13'
5'
13'
13'
12'
38'
65'
6'5'11'11'5'7'
S
ROADWORKAHEAD
W20-1
200'
200'
200'
200'
165'
UNION AVE NE30MPH
W20-7a
ROAD
WORK
AHEAD
W20-1
ONE LANEROAD
AHEAD
W20-4
200'
200'
200'
ROADWORKAHEAD
W20-1 W20-7a
ONE LANEROADAHEAD
W20-4
100'100'100'
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
12 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
SHEET 12 TCP IS FOR
PAGE 11 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
SPOTTERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS.
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
30 165'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
25 125'100'20'40'
www.invarion.com
MFP21001292
RAINER CREST APARTMENTS
1190 UNION AVE NE
3932 NE 11TH PL
ROAD
WORK
AHEAD
W20-1
W20-7a
BIKESMERGE WITHTRAFFIC
W4-1B
ONE LANEROADAHEAD
W20-4
200'
200'
200'
200'
165'
B
6'5'11'11'5'7'
UNION AVE NE30MPH
MATCHLINE
SHEET 14
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
13 16
TCS STAMP:1807BDIO.65_UG_REN_90030ONE LANE TWO WAY
W/ FLAGGERS
SHEET 13 TCP IS FOR
PAGE 11 & 12 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Bus Stop
Cone
Flagger
Sign Stand
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
30 165 200 20 40
www.invarion.com
MFP21001292
100'100'100'
ROADWORKAHEAD
W20-1
RIGHT LANE
CLOSEDAHEAD
W20-5
4010 NE 12TH ST
R & R RENTALS
4101 NE SUNSET BLVD
CENTRAL WELDING SUPPLY
1200 UNION AVE NE
NE SUNSET BLVD35MPH
SUNSET SQUARE
1320 UNION AVE NE
CHEVRON
4044 NE SUNSET BLVD
NE 12TH ST25MPH
16'14'13'
5'
13'
13'
ROAD
WORK
AHEAD
W20-1
20'
60'
15'
65'
11'
10'
12'
11'
12'
S
V
W4-2
RIGHT LANECLOSEDAHEAD
W20-5
P
BE PREPAREDTO STOP
W3-4
W20-7a
BE PREPARED
TO STOP
W3-4
W20-7a
200'
200'
200'
200'
W20-7a
W20-7a
W20-7a
ONE LANEROADAHEAD
W20-4
ROADWORKAHEAD
W20-1 W20-7a
ONE LANEROADAHEAD
W20-4
200'
200'
200'
200'
165'
B
W4-2
UNION AVE NE30MPH
S
MATCHLINE
SHEET 13
CROSSWALK
CLOSED
R9 -9XWK
36" X 24"
DETOUR
M4-9b
DETOUR
M4-9b
S
CROSSWALK
CLOSED
R9 -9XWK
36" X 24"
DETOUR
M4-9b
SIDEWALKCLOSED
R9-9
350'
350'
350'
245'
S
BE PREPAREDTO STOP
W3-4
ROADWORKAHEAD
W20-1
350'
350'
350'
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
14 16
TCS STAMP:1807BDIO.65_UG_REN_90030RIGHT LANE CLOSURE
& ONE LANE TWO WAY
W/ FLAGGERS
SHEET 14 TCP IS FOR
PAGE 11 & 12 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Arrowboard (Chevron)
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Spotter
P
U.P.O
V Vault
Work Area
Work Truck
N
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
SPOTTERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
30 165'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 245'350'30'60'
SIGN SPACINGTAPERMPH TAPER TAGENT
25 125'100'20'40'
SPOTTERS TO STOP TRAFFIC
AND ESCORT PEDESTRIANS
ACROSS UNION AVE NE.
www.invarion.com
MFP21001292
R & R RENTALS
4101 NE SUNSET BLVD
UNION AVE NE30MPH
CENTRAL WELDING SUPPLY
1200 UNION AVE NE
NE SUNSET BLVD35MPH
SUNSET SQUARE
4601 NE SUNSET BLVD
CHEVRON
4044 NE SUNSET BLVD
11'
10'
12'
11'
12'
16'14'13'
ROADWORKAHEAD
W20-1
350'
350'
350'
245'
B
ROADWORKAHEAD
W20-1
ROADWORKAHEAD
W20-1
12'
40'W4-2
LEFT LANECLOSEDAHEAD
W20-5
ROAD
WORK
AHEAD
W20-1
P
BE PREPARED
TO STOP
W3-4
W20-7a
W20-7a
W20-7a
W20-7a
BE PREPAREDTO STOP
W3-4
BE
PREPAREDTO STOP
W3-4
200'
200'
200'
350'
350'
350'
200'
200'
200'PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
15 16
TCS STAMP:1807BDIO.65_UG_REN_90030LEFT LANE CLOSURE
W/ LANE SHIFT
SHEET 15 TCP IS FOR
PAGE 12 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Arrowboard (Chevron)
Bus Stop
Cone
Pot Hole
Sign Stand
P
U.P.O
V Vault
Work Area
Work Truck
N
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
30 165'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 245'350'30'60'
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
www.invarion.com
MFP21001292
R & R RENTALS
4101 NE SUNSET BLVD
UNION AVE NE30MPH
CENTRAL WELDING SUPPLY
1200 UNION AVE NE
V
NE SUNSET BLVD35MPH
SUNSET SQUARE
4601 NE SUNSET BLVD
CHEVRON
4044 NE SUNSET BLVD
11'
10'
12'
11'
12'
16'14'13'
5'
13'
13'
15'
65'
W4-2
ROADWORKAHEAD
W20-1
RIGHT LANE
CLOSEDAHEAD
W20-5 350'
350'
350'
245'
B
ROADWORKAHEAD
W20-1
ROADWORKAHEAD
W20-1
S
PROJECT ID NUMBER
90030
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
3132 NE SUNSET BLVD
JM
8/31/2020
16 16
TCS STAMP:1807BDIO.65_UG_REN_90030RIGHT LANE CLOSURE
W/ LANE SHIFT
SHEET 16 TCP IS FOR
PAGE 12 OF 16 SITE
WORK PLANS.TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD & The City of Renton Standard
Legend
Arrowboard (Chevron)
Bus Stop
Cone
Pot Hole
Sign Stand
Spotter
Traffic Light
V Vault
Work Area
Work Truck
N
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
30 165'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 245'350'30'60'
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
SPOTTERS SHALL ASSIST PEDESTRIAN'S
AROUND THE WORK AREA AT ALL TIMES.
ROAD
WORK
AHEAD
W20-1
www.invarion.com
MFP21001292
MCImetroACCESS TRANSMISSION SERVICES, LLCOUTSIDE PLANT CONSTRUCTIONENGINEERING SERVICESSEFNCOCOMMUNICATIONSWARE-KENNYDALE CRAN HUBTO WARE-CENTRAL RENTONRENTON, WASHINGTONUNDERGROUND FIBER INSTALLATIONRIGHT-OF-WAY CONSTRUCTION PERMIT 2753' OF 2" CONDUIT BY DIRECTIONAL BORE, 5' OF 2" CONDUIT BY TRENCH, AND 4 VAULTSMCI PERMIT NUMBER: 1807BDIO.65_UG_REN_90030 SITE SPAN NFID: 1807BDIO.65CAPITAL PROJECT: 072443-001MFP21001292
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SDSDSDSDSDSDSDSDSDSDSD SEE SHEET 13 FOR DETAILS ON GIG.HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_900302D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATIONSEE SCALENTSVICINITY MAPSHEET INDEX01COVER SHEET02VICINITY MAP, CONTACTS & SHEET INDEX03GENERAL NOTES04LEGEND05SHEET OVERVIEW06-12SITE PLAN13SITE PLAN DETAIL14-17TYPICALSCITY OF RENTONDEPARTMENT OF PUBLIC WORKSPHONE: 425-430-72041055 S GRADY WAYRENTON, WA 98057BEGINENDSTA. 00+79STA. 00+303123 NE SUNSETBLVD1320 UNION AVE NEFeet0400800JURISDICTIONOWNERSNAME OF FIRM: MASTEC NORTH AMERICAENGINEERING MANAGER: GERALD LUKEPHONE: 503-206-1280EMAIL: GERALD.LUKE@MASTEC.COMENGINEERING CONTRACTORNAME OF FIRM: MCI METRO ACCESSTRANSMISSION SERVICES, CORP.PROJECT ENGINEER: BILL JENNESSPHONE: 425-457-6852EMAIL: WILLIAM.JENNESS@VERIZON.COMCONSTRUCTION CONTRACTORCONTACTSNAME OF FIRM: MASTEC NORTH AMERICACONSTRUCTION MANAGER: MATTHEW SMITHPHONE: 253-736-5107EMAIL: MATTHEW.SMITH2@MASTEC.COMNAME OF FIRM: MASTEC NORTH AMERICAPROJECT MANAGER: JUAN FORONDAPHONE: 253-266-4037EMAIL: JUAN.FORONDA@MASTEC.COMPERMITTING CONTRACTORNMFP21001292
HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE5/20/21RED LINES N.T.17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_900303D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTS GENERAL NOTESTHE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO HEREBY DISCLAIMS ANYRESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THE AREACOVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THELOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION.1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEEDSITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTIONREGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEENTHESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARDSHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BYTHE LOCAL 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 EXISTINGUTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON ASBEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THECONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTIONPOINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESEPLANS.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLEAGENCIES. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIORTO 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 LOCAL JURISDICTION AND ALL UTILITYCOMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURINGCONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUMDISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIESAFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THEAPPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSIONAGREEMENTS 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, HISSUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOTIDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEERIMMEDIATELY.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 LOCAL JURISDICTION, THE CONTRACTORSHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL.PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALLBE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAIDPLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH LOCALJURISDICTION.10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THECOMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BEPROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.11. PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE ANDCLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORDDRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALLTIMES.13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONALINFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.14. ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OFCONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED INGOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITHHARD SURFACE OR LANDSCAPING.15. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTIONENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNINGOF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATEDEQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION.17. CALL THE "CALL BEFORE YOU DIG" NUMBER 48HRS IN ADVANCE AT 1-800-424-5555 PRIOR TO DIGGING.RENTON1.ALL METHODS AND MATERIALS SPECIFICATION SHALL MEET ALL CITY OF RENTON STANDARDS.2. ALL RENTON STANDARD DETAIL DRAWINGS CAN BE FOUND AT THE FOLLOWING WEBSITE:https://edocs.rentonwa.gov/Documents/Browse.aspx?startid=13637033. ALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL -SECTION F 110.0-110.2.4. ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL- SECTION F 102.0.5. ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTONSTANDARD DETAIL - SECTION F 103.0.6. UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION PATH. ALLINSTALLATIONS MUST COMPLY WITH MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.MFP21001292
HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE5/20/21RED LINES N.T.17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003004D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATIONTELECOMMUNICATIONSANITARY SEWERGAS LINEWATERSTORM DRAINRECYCLED WATERELECTRICALRAILROADRIGHT OF WAYSIDEWALKCENTER LINEEDGE OF PAVEMENTFACE OF CURBPROPERTY LINELIP OF GUTTERGUARDRAILFENCEINNERDUCT1_4" HDPE2_2" PVC1_4" PVC1_2" PVCSDSDWWSSSSGGEETTR/WLIPSWEOPFOCRWRW1-4'' PVC1-4'' PVC1-2'' PVC1-2'' PVC1-4'' HDPE2-2'' PVC2-2'' PVC2_2" HDPE1_2" HDPETRENCHEXISTING AERIAL STRANDDIRECT BORE2-2'' HDPEDBDB1-2'' HDPEAAPROPOSED AERIAL STRAND AAEXISTING UNDERGROUND MCIPROPOSEDEXISTING VERIZONBASE LAYERSEXISTING UTILITIESNTSNTSLEGENDEXISTING UTILITIES SYMBOLS POWER HANDHOLEPOWER MANHOLEPOWER CABINETSTREET LIGHT HANDHOLEPOWER SIDEWALK GUY SEWER CLEANOUTSTORM CATCHBASIN STORM MANHOLEWATER VALVEWATER METERTELECOM MANHOLETELECOM HANDHOLETELECOM CABINETTRAFFIC SIGNAL MANHOLETRAFFIC CABINETTRAFFIC SIGNAL PEDESTALPOWER VAULTSTREET LIGHT POLETRAFFIC SIGNAL VAULTTRAFFIC SIGNAL HANDHOLESIGN POSTPARKING METERCATV MANHOLECATV HANDHOLEPOWER PEDESTALGAS METERTEST VALVETRAFFIC LOOP DETECTORCATV PEDESTALBOLLARDWATER MANHOLETRAFFIC SIGNAL POLEPOWER GUYTRAFFIC DETECTORADA RAMPPEDESTAL(UNKNOWN UTILITY)MANHOLECULVERTFIRE HYDRANTGAS VALVE(UNKNOWN UTILITY)POWER ANCHORPOWER POLESEWER MANHOLETELECOM POLETELECOM PEDESTALPROPOSED VAULTPROPOSED ANCHORPROPOSED GUYPROPOSED MANHOLEPROPOSED SIDEWALK ANCHOR & GUYPROPOSED SYMBOLS ADA RAMP COMPLIANCEEXISTING MCI VAULTEXISTING MCI SPLICEEXISTING MCI ANCHOREXISTING MCI GUYEXISTING MCI MANHOLEEXISTING MCI SIDEWALK ANCHOR & GUYGAS TEST POINTGAS MANHOLEPOWER UNKNOWN STORM CLEANOUTSTORM DRAIN VALVESTORM DRAIN UNKNOWN WATER UNKNOWNWATER WELLWATER PUMPWATER VAULTWATER RESERVOIRSEWER CATCHBASIN WATER SAMPLING STATIONOTHER UNKNOWNSTORM ACCESS POINTSEWER VALVESEWER VAULT SEWER UNKNOWN SUB STATIONTRANSIT STOPSTORM DRAIN VAULT TREE PMHVLP=MHVLP=PPPPPP?PSLSLTSTSTSTSTSTSCCCTTTP=??TTSSSCSDD?DCDWWWWWVW?WELLPUMPGGGTLTLSDSSSSSS?SDPROPOSED RISEREXISTING MCI SYMBOLS POTHOLECA-MKRCABLE MARKERMFP21001292
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ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE16REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003006SEE SCALE1:20D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATION N1703MOBW.013_UG_RENTON_90029Feet040801CONSTRUCTION NOTES234DIG BORE PITPL. 295' (1) 2" HDPE VIA BORE WITHMINIMUM 60" COVER5'10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.GENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF NE SUNSET BLVD ANDNE 12TH STREFER TO CITY OF RENTON TREEPROTECTION STANDARDSDIG BOREPIT03+65EXISTING VAULT IN SIDEWALK PERMIT1703MOBW.013_UG_RENTON_90029PL. 281' (1) 2" HDPE VIA BORE WITHMINIMUM 60" COVEREX UG WATEREXISTING VAULT76+77EX UG GASEX UG WATER25 DEGREEANGLE OF ENTRY25 DEGREEANGLE OF ENTRYEX UG WATERMFP21001292
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ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE16REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003007SEE SCALE1:20D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATION NMONROE AVE NE
Feet040801CONSTRUCTION NOTES23DIG BORE PITGENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF NE SUNSET BLVD ANDNE 12TH STREFER TO CITY OF RENTON TREEPROTECTION STANDARDSPL. 232' (1) 2" HDPE VIA BORE WITHMINIMUM 60" COVER5'10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.EX UG WATEREX UG TELCOMEX UG SEWERPL. 363' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVERDIG BOREPIT06+6525 DEGREEANGLE OF ENTRYEX UG WATER4EX UG WATEREX UG GASPL. 5' (1) 2" HDPE VIA TRENCH WITHMINIMUM 36" COVERMFP21001292
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HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUBTO WARE-CENTRAL RENTON
3123 NE SUNSET BLVDRENTON, WA 98057
1807BDIO.65_UG_REN_9003008SEE SCALE1:20D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATION N1204 PIERCE AVE NEFeet040801CONSTRUCTION NOTES23GENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF NE SUNSET BLVD ANDNE 12TH STREFER TO CITY OF RENTON TREEPROTECTION STANDARDSPL. 363' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVER5'10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.EX UG WATEREX UG STORM DRAINEX UG SEWERDIG BORE PIT AND PL. NEW 36"X60"X48"VAULT IN LANDSCAPE. SEE SHEET 13 FORVAULT DETAILSPL. 300' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVEREX UG WATEREX UG GAS25 DEGREEANGLE OF ENTRY25 DEGREEANGLE OF ENTRYSTA:12+66BOREPIT/INSTALL (1)36"x60"x48" VAULT &TUBULAR CABLE MARKERCA-MKREX UG WATERMFP21001292
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ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
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25+0024+0023+0022+0021+0026+00HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE5/20/21RED LINES N.T.17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003010SEE SCALE1:20D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATION NFeet040801CONSTRUCTION NOTES23DIG BORE PITGENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF NE SUNSET BLVD ANDNE 12TH STREFER TO CITY OF RENTON TREEPROTECTION STANDARDSPL. 304' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVER5'10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.EX UG STORMEX UG GASEX UG WATERDIG BOREPIT22+20EX UG WATEREX UG GASPL. 301' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVERDIG BOREPIT25+24EX UG WATER25 DEGREEANGLE OF ENTRY25 DEGREEANGLE OF ENTRYMFP21001292
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31+513'31+0030+0029+0028+0027+00HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE5/20/21RED LINES N.T.17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003011SEE SCALE1:20D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATION NFeet040801CONSTRUCTION NOTES2GENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF NE SUNSET BLVD ANDNE 12TH STREFER TO CITY OF RENTON TREEPROTECTION STANDARDSPL. 255' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVER34DIG BORE PITPL. 88' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVER10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.EX UG GASEX UG WATEREX UG WATEREX UG GASDIG BOREPIT30+80EX UG WATER88'DIG BORE PIT AND PL. NEW 36"X60"X48"VAULT IN LANDSCAPE. SEE SHEET 13 FORVAULT DETAILS45'EX UG WATEREX UG WATEREX UG WATEREX UG STORMEX UG SEWEREX UG GASEX UG WATERSTA: 28+25BOREPIT/INSTALL (1)36"x60"x48" VAULT &TUBULAR CABLE MARKERCA-MKRMFP21001292
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D234531+5101+0002+0003+0004+00HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE5/20/21RED LINES N.T.17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003012SEE SCALE1:20D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATION NFeet040801CONSTRUCTION NOTES234DIG BORE PITPL. 107' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVER5'10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.GENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF UNION AVE NE AND NE12TH STREFER TO CITY OF RENTON TREEPROTECTION STANDARDSDIG BOREPIT02+52EX UG WATEREX UG GASEX UG WATERPL. 227' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVERDIG BORE PIT AND PL. NEW 36"X60"X48"VAULT IN SIDEWALK . SEE SHEET 13FOR VAULT DETAILS5DIG BORE PIT AND PL. NEW 36"X60"X48"VAULT. SEE SHEET 13 FOR VAULT DETAILSEX UG SEWEREX UG WATEREX UG SEWEREX UG POWEREX UG TELCOMEX UG STORM25 DEGREEANGLE OF ENTRY25 DEGREEANGLE OF ENTRY25 DEGREEANGLE OF ENTRYSTA: 00+25BOREPIT/INSTALL (1)36"x60"x48" VAULT &TUBULAR CABLE MARKERSTA: 00+30BOREPIT/INSTALL (1)36"x60"x48" VAULT &TUBULAR CABLE MARKERCA-MKRMFP21001292
VGASGASGASGASGASGASTFSSSSSSSSSSSSSSSSSSSS
SS
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SS
WWWWWWWWWWWWWWWWWWWWWWWWWWWVWV3401 NE 12TH ST1204 MONROE AVE NE3327 NE 12TH ST3323 NE 12TH ST3410 NE 12TH STNE 12TH STWVTVTCTCEMEMSVV8'7'NORTHPROJECT:REVISIONSSCALEEXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.ENGINEER:DRAWN BY:HORIZONTAL:VERTICAL:SHEET:PERMITTING
ENTITY:PROJECT LOCATION:13 OF 17SIDEWALKE.O.PR.O.W.EDGE OF PAVEMENTRIGHT OF WAYBORE/MISSILE BOREOPEN TRENCHLEGEND:STREET CENTERLINEC.L.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ONDOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT ISTHE CONTRACTOR'S RESPONSABILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIESWITHIN CONSTRUCTION PATH.ALL INSTALLATIONS MUST COMPLY WITH MINIMUMHORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.B.O.CBACK OF CURBPOTHOLE LOCATIONCONTRACTOR TO PLACE UTILITY WITH A MINIMUM OF 36INCHES OF COVER WHEN UNOBSTRUCTED. CONTRACTOR TOMAINTAIN 24 INCHES OF SEPARATION FROM OTHER UTILITIES.DEPTH TO BE ADJUSTED ACCORDINGLY.CAUTION!!ANY DISTURBANCE TO HARD SURFACE INFRASTRUCTUREWITHIN ENDPOINTS OF INTERSECTION CORNER RADIUS WITHADA RAMP MAY REQUIRE ENTIRE RAMP TO BE REPAIRED INACCORDANCE WITH ALL REQUIRED ADA STANDARDS ANDSPECIFICATIONS. CONTRACTOR TO CONSULT WITHPERMITTING ENTITY FOR DETAILS.NOTE TO CONTRACTOR:ANY BOREPITS DUG NEXT TO DRIPLINE OF AN EXISTING TREETO BE DUG USING HYDRO VACCUUM EXCAVATION.0'10'20'40'OUTSIDE PLANT CONSTRUCTIONFOR ALL POTHOLESMAINTAIN 24" MIN CLEARANCEPOTHOLE AND RESTORE TOSTANDARDSCITY OF RENTONN/AHKDATE DESCRIPTION INITIAL
(HONEY DEW) RENTON PHASE I
UNDERGROUND CONDUIT INSTALLATION 3410 NE 12TH STRENTON, WAPROJECT ID NUMBER:1807BDIO.65_UG_REN_900301" = 20'SEE PERMIT 1807BDIO.65_UG_REN_90030 5E.O.PCC.LR.O.W.R.O.W.R.O.W.R.O.W.CC.LO.PE.0+00RELOCATE EXISTING VAULT 7' TO THE EAST AND 8' TO THE SOUTH SHOWN BELOW.ABANDON EXISTING CONDUITREMOVE EXISTING VAULTABANDON EXISTING CONDUITLLCSTUB CONDUIT TO EXISTING R.O.W.MFP21001292
HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE5/20/21RED LINES N.T.17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003014D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTS 36"X60"X48" VAULT TYPICAL ARMORCASTMCIMFP21001292
HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE5/20/21RED LINES N.T.17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003015D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTSMFP21001292
SUITABLE DIRTBACKFILLCRUSHED ROCK TYPICALEXCAVATION PITPROFILEPLAN7' - 0"5' - 0"EMS MARKER(ONE SIDE ONLY)CRUSHED STONEPVC. BSP/GSPOR HDPECONDUIT (TYP.)EXISTING GRADESUITABLE DIRTBACKFILL5' - 0"12" -
18"25.25"4.75"
12"HANDHOLEHORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE5/20/21RED LINES N.T.17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003016D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTSCONSTRUCTION DETAILSCROSS SECTION OF PROPOSED HDPETYPICAL DETAILOPTIC CABLEPROPOSED FIBERPROPOSEDDETAIL ABORE PITTYPICAL DETAILEVACUATION FOR HANDHOLES WILL ALSOBE USED FOR BORE / RECEIVING PITS WHENPRACTICAL TO MINIMIZE DISTURBANCE.PROTECT NEARBY DOWNSTREAM STORM DRAININLETS FROM POTENTIAL CONTAMINATION DUE TOCONSTRUCTION. SEE SHEET "BMP" FOR EXAMPLE OFTYPICAL INLET PROTECTION MEASURES.ASPHALT / CONCRETE PATCH-DEPTH TO MATCHEXISTINGTEE TYPE PATCHDETAIL B6'4'ACTUAL DIMENSIONS MAY VARYDEPENDING ON FIELD CONDITIONS.VACUUM SLURRY FROM BORING OPERATIONSAS NEEDED TO ELIMINATE SEE PAGEINTO STREETS AND DRAINS.48"36"11 1/4"MFP21001292
HORIZ:VERT:SHEET OFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE5/20/21RED LINES N.T.17REVISIONSDATE DESCRIPTION INITIAL
OUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
3123 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9003017D.V.N.T.12/10/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTS CONSTRUCTION DETAILS/TYPICALSTYPICAL DIRECTIONAL BORE DETAILFOR CONDUITDIRECTIONAL BORE CROSS SECTIONCOVERHDPE's, AS SPECIFIED & CONDUIT AS SPECIFIED FIBER OPTIC CABLEINNERDUCTS AND/OR E/W ANY NUMBER OF EXISTING GRADETYPICAL DETAIL4" DIAMETER TO SEAL GAP BETWEEN 2" CONDUIT AND PVC SLEEVE.EPOXY GROUT IS USED AT BOTH ENDS OF CORE BORE (WHERE OCCCURS)CORE BORENOTE:HEADWALL DIAM. CORE BOREEPOXIED INTO 5" SCHEDULE 40 GIP/GRC CONCRETE OR ROCK 4" CORE BORE2" CONDUITTYPICAL DETAILDIRECTIONAL BORE CROSS SECTIONFOR JOINT CONDUITCOVERCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLEEXISTING GRADETYPICAL DETAILAACABMFP21001292
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21001292
(Date)(Signature)
Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES