HomeMy WebLinkAboutMFP22000091.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP22000091
IVR Number: 22000091
Permit Information
Permit Name: Verizon - MCI - 1807BDIO.75_UG_REN_90313
Address/Location:01/06/2022Application Date:0823059167Parcel Number: 919 HOUSER WAY N
Permit Type:05/10/2022Issue Date:Franchise
Permit Work Class:05/10/2023Expiration Date:Major Utility
Job Number: 1807BDIO.73_UG_REN_90313Franchise Type:Telephone
Description: REVISION: RUN LINE SHIFTED PER PRE CON MEETING WITH INSPECTOR. SEE ATTACHED PLANS FOR
DETAILS. Installation of conduit via directional bore (3736 LF), open trench (261 LF) and installation of (7) vaults.
Placement of (3997 LF) of fiber optic cable. Pothole all existing utilities. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
MasTec Representative
MasTec
151 Stewart Rd SW
Pacific, WA 98047
Applicant
William Jenness
MCIMetro
3245 158th Ave SE
Bellevue, WA 98008
Contact
MasTec Representative
MasTec
151 Stewart Rd SW
Pacific, WA 98047
Contact
Matthew Sapp
Verizon - MCI
Contact
Robert Apple
MasTec Network Solutions Inc
22257 68th Ave S
Kent, WA 98032
B: (253) 246-4400
C: (206) 683-0179
Contractor
Business License Number: 38949Electrical Contractor: MASTENS863JS
Construction Contractor: MASTENS876KN
PARK DRIVE 11 LLC 9125 10TH AVE S
SEATTLE, WA 98108
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
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 2/1/2018
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
REVISION - FRANCHISE PERMIT APPLICATION
Published: 2/1/2018
TO THE APPLICANT: Only Current Issued Permits Qualify for a Revision. For any work related to an expired
or finaled permit, a new Franchise Permit Application shall be required. Submit an electronic copy of the
plans with the Revision Franchise Permit Application to franchisepermits@rentonwa.gov.
Permit #
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Approved Description of Work:
Proposed Description of Work:
Reason for change of work:
“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
MFP22000091
MCI METRO ACCESS TRANSMISSION SERVICES LLC
MSA17002629
RAEANN ANDERSON
253.392.4405
RAEANN.ANDERSON@VERIZON.COM
919 Houser Way N Renton, WA 98057 1807BDIO.73_UG_REN_90313
Installation of conduit via directional bore (3736 LF), open trench (261 LF) and installation
of (7) vaults. Placement of (3997 LF) of fiber optic cable. Pothole all existing utilities. Restoration per City of Renton standards.
Run line shifted per pre-con meeting with inspector
Run line shifted per pre-con meeting with inspector
7/28/22
Scott Warlick 8/11/2022
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
PR17-000293 Verizon Business - MCI Metro Master Franchise Agreement MFP22000091
919 Houser Way N , Renton, WA, 98057
April 8, 2022 July 8, 2022
MasTec USG
Steve Dodge
8:00:00 AM 3:00:00 PM
253-294-0658
151 Stewart Rd SW Pacific 98047
Installation of conduit via directional bore (3736 LF), open trench (261 LF) and installation of (7) vaults.
Placement of (3997 LF) of fiber optic cable.
Monday Friday
Scott Warlick CED 5/10/2022
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
03.29.2022
AARON LEDVINA
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
1 22
TCS STAMP:1807BDIO.75_UG_REN_90313COVER PAGETRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
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
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 ARTERIALSRESIDENTIAL & 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
ENGINEERING
CONTRACTOR:
MASTEC
RICHARD FENTON
541-490-3497
RICHARD.FENTON@
MASTEC.COM
PERMITTING
CONTRACTOR:
MASTEC
AARON LEDVINA
206-455-4536
AARON.LEDVINA@
MASTEC.COM
CONSTRUCTION
CONTRACTOR:
MASTEC
MATTHEW SMITH
253-736-5107
MATTHEW.SMITH2@
MASTEC.COM
OUTSIDE PLANT
ENGINEERING:
MCI
BILL JENNESS
425-457-6852
WILLIAM.JENESS@
VERIZON.COM
ENGINEERING
CONTRACTOR:
MASTEC
DAVID VICHITTHAVONG
253-797-3105
DVICHITTHAVONG@
SEFNCO.COM
N
www.invarion.com
MFP22000091
919 HOUSER WAY N
V
20'
20'
20'
65'
10'
HOUSER WAY N25MPH
W20-7a
ONE LANEROADAHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X
X
X
50' TO 100'
6 DEVICE MIN
MATCHLINE
SHEET 3
430'
NO PARK
NO PARKINGFROM
TO
TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
R7-T39
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
2 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS
SHEET 2 TCP IS FOR
SHEET 5 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 ARTERIALSRESIDENTIAL & 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 ASPER 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N FLAGGERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
BP
915 HOUSER WAY N
20'20'
20'
65'
W20-7a
ONE LANEROAD
AHEAD
W20-4
ROADWORKAHEAD
W20-1
X
X
X
50' TO 300'
HOUSER WAY N25MPH
MATCHLINE
SHEET 2
430'NO PARK
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
3 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS
SHEET 3 TCP IS FOR
SHEET 5 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 OTHERWISEDESIGNATED.
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 ASPER 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
FLAGGERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
919 HOUSER WAY N
HOUSER WAY N25MPH
BP
20'
20'
20'
35'
W20-7a
ONE LANEROADAHEAD
W20-4
ROAD
WORK
AHEAD
W20-1 X
X
X
50' TO 100'
6 DEVICE MIN
MATCHLINE
SHEET 5
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
4 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS
SHEET 4 TCP IS FOR
SHEET 5 & 6 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 ARTERIALSRESIDENTIAL & 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
FLAGGERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
V
BP
915 HOUSER WAY N
1 GREEN PLANET
851 HOUSER WAY N
HOUSER WAY N25MPH
20'20'
20'
65'
20'
65'
W20-7a
ONE LANEROAD
AHEAD
W20-4
ROADWORKAHEAD
W20-1
X
X
X
50' TO 300'
MATCHLINE
SHEET 4
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
5 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS
SHEET 5 TCP IS FOR
SHEET 5 & 6 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 ARTERIALSRESIDENTIAL & 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
FLAGGERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
BP
V
915 HOUSER WAY N
1 GREEN PLANET
851 HOUSER WAY N
20'20'
20'
65'
20'
65'
560'
NO PARK
W20-7a
ONE LANEROADAHEAD
W20-4
ROADWORKAHEAD
W20-1
X
X
X
HOUSER WAY N25MPH
MATCHLINE
SHEET 7
50' TO 100'
6 DEVICE MIN
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
6 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS
SHEET 6 TCP IS FOR
SHEET 6 & 7 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 ARTERIALSRESIDENTIAL & 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
FLAGGERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
BOREPlan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
BP
JAVA TRADING
801 HOUSER WAY N
20'20'
20'20'
20'
65'
560'NO PARK
W20-7a
ONE LANE
ROADAHEAD
W20-4
ROADWORKAHEAD
W20-1
X
X
X
50' TO 300'
HOUSER WAY N25MPH
MATCHLINE
SHEET 6
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
7 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS
SHEET 7 TCP IS FOR
SHEET 6 & 7 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 roadwayconditions.
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 ASPER 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
N
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
915 HOUSER WAY N
1 GREEN PLANET
851 HOUSER WAY N
HOUSER WAY N25MPH
20'20'
W20-7a
ONE LANEROADAHEAD
W20-4
ROADWORKAHEAD
W20-1 X
X
X
MATCHLINE
SHEET 9
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
8 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS
SHEET 8 TCP IS FOR
SHEET 7 & 8 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 ARTERIALSRESIDENTIAL & 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
V
BP
JAVA TRADING
801 HOUSER WAY N
HOUSER WAY N25MPH
20'20'
20'20'
20'
35'
20'
65'
760'
NO PARK
NOPARKINGFROM
TO
TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
R7-T39
X X X
50' TO 100'
6 DEVICE MIN
MATCHLINE
SHEET 10
MATCHLINE
SHEET 8
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
9 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS
SHEET 9 TCP IS FOR
SHEET 7 & 8 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 ARTERIALSRESIDENTIAL & 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
FLAGGERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
BP
PLATT ELECTRIC SUPPLY
801 HOUSER WAY N
10'
10'
10'
10'
20'20'
20'
65'
W20-7a
ONE LANEROADAHEAD
W20-4
ROADWORKAHEAD
W20-1
X
X
X
50' TO 300'
HOUSER WAY N25MPH
ROAD
WORKAHEAD
W20-1
760'NO PARKMATCHLINE
SHEET 9
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
10 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS
SHEET 10 TCP IS FOR
SHEET 7 & 8 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 roadwayconditions.
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 ASPER 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
FLAGGERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
BP
PLATT ELECTRIC SUPPLY
801 HOUSER WAY N
JAVA TRADING
801 HOUSER WAY N
20'20'
20'20'
20'
75'
W20-7a
ONE LANEROADAHEAD
W20-4
ROADWORKAHEAD
W20-1 X
X
X
HOUSER WAY N25MPH
W20-7a
345'
NO PARK
NO PARKINGFROM
TO
TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
R7-T39
MATCHLINE
SHEET 12
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
11 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS & UPO
SHEET 11 TCP IS FOR
SHEET 8 -10 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 ARTERIALSRESIDENTIAL & 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
P
U.P.O
V Vault
Work Area
Work Truck
N
FLAGGERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
V
BP
N 8TH ST 25MPH
HOUSER WAY N25MPH
10'
10'
10'
10'
30'
155'
P
W20-7a
ROAD
WORKAHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
X
X
X
345'NO PARK
ROAD
WORKAHEAD
W20-1
BE PREPARED
TO STOP
W3-4
BE PREPARED
TO STOP
W3-4 W20-7a
X X X
MATCHLINE
SHEET 11
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
12 22
TCS STAMP:1807BDIO.75_UG_REN_90313ONE LANE TWO WAY
W/ FLAGGERS & UPO
SHEET 12 TCP IS FOR
SHEET 8 -10 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 ARTERIALSRESIDENTIAL & 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
P
U.P.O
V Vault
Work Area
Work Truck
N
BORE
Plan Scale
1 : 600 (1'' = 50')
TRENCH
www.invarion.com
MFP22000091
BP BPV
GARDEN AVE N25MPH
800 GARDEN WAY AVE N
N 8TH ST25MPH
13'14'18'
20'
475'
ROAD
WORKAHEAD
W20-1
BE PREPARED
TO STOP
W3-4
X X
ROAD
WORK
AHEAD
W20-1
ROAD
WORKAHEAD
W20-1
ROADWORKAHEAD
W20-1
10'
10'
10'
10'MATCHLINESHEET 14MATCHLINESHEET 13PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
13 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
W/ UPO
SHEET 13 TCP IS FOR
SHEET 11 -13 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 ARTERIALSRESIDENTIAL & 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
P
U.P.O
V Vault
Work Area
Work Truck
N
FLAGGERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS
BORE
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(R)
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(L)
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
BP V
PLATT ELECTRIC SUPPLY
801 HOUSER WAY N
N 8TH ST25MPH
20'
210'
20'20'
ROAD
WORK
AHEAD
W20-1
W4-2
RIGHT LANECLOSEDAHEAD
W20-5
X
X
X
L
B
HOUSER WAY N25MPH
W20-7a
P
HOUSER WAY N25MPH
W20-7a
ROADWORKAHEAD
W20-1
X
X
X
BE
PREPAREDTO STOP
W3-4
W20-7a
X XMATCHLINESHEET 13SIDEWALK
CLOSED
R9-9
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(L)
10'
10'
10'
10'
BE PREPAREDTO STOP
W3-4
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
14 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
W/ UPO
SHEET 14 TCP IS FOR
SHEET 11 -13 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 ASPER 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
P
U.P.O
V Vault
Work Area
Work Truck
N
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
BP BP
TARGET
1215 N LANDING WAY
800 GARDEN WAY AVE N
N 8TH ST 25MPH N 8TH ST25MPH
10'
10'
10'
10'
13'14'18'
20'
65'
10'
10'
10'
10'
ROADWORKAHEAD
W20-1W4-2
RIGHT LANECLOSEDAHEAD
W20-5
XXXLB
P
LEFT LANECLOSEDAHEAD
W20-5
W20-7a
W20-7a
ROADWORKAHEAD
W20-1
BE
PREPAREDTO STOP
W3-4 W20-7a
ROAD
WORK
AHEAD
W20-1
W4-2
X
X
X
L
B
L/2
GARDEN AVE N25MPH
X X X
NO ACCESS
CROSSWALK
CLOSED
R9 -9XWK
36" X 24"
CROSSWALK
CLOSED
R9 -9XWK
36" X 24"
DETOUR
M4-9b
DETOUR
M4-9b
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
15 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
W/ UPO
SHEET 15 TCP IS FOR
SHEET 13 & 14 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 OTHERWISEDESIGNATED.
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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
P
U.P.O
V Vault
Work Area
Work Truck
N
BORE
PLACE SIGN NEAR CROSSWALK ON N
8TH ST WEST OF RAILROAD TRACKS.
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(L)
PLACE SIGN ON SW CORNER OF N
8TH ST & GARDEN AVE N.
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(R)
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
V BP BP
TARGET
1215 N LANDING WAY
800 GARDEN WAY AVE N
GARDEN AVE N25MPH
N 8TH ST 25MPH N 8TH ST25MPH
13'14'18'
20'
30'
20'
205'
10'
10'
10'
10'
10'
10'
10'
10'
P
NO ACCESS
ROAD
WORK
AHEAD
W20-1
W4-2
RIGHT LANECLOSEDAHEAD
W20-5
W20-7a XXXLB
ROADWORKAHEAD
W20-1
BE PREPAREDTO STOP
W3-4 W20-7a
X X X
ROADWORKAHEAD
W20-1
ROAD
WORKAHEAD
W20-1
W20-7a
ONE LANEROAD
AHEAD
W20-4
X
X
X
GARDEN AVE N25MPH
50' TO 100'
6 DEVICE MIN
PER LANE
W20-7a
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
16 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
W/ UPO & FLAGGER
SHEET 16 TCP IS FOR
SHEET 13 & 14 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Flagger
Pot Hole
Sign Stand
Traffic Light
P
U.P.O
V Vault
Work Area
Work Truck
N
BORE
PLACE SIGN NEAR CROSSWALK ON N
8TH ST WEST OF RAILROAD TRACKS.
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(L)
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(R)
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
V
BP
V
915 N 8TH ST
PARK AVE N20MPH
N 8TH ST 25MPH
TARGET
1215 N LANDING WAY
GARDEN AVE N25MPH
N 8TH ST 25MPH
12'
12'
12'
12'
12'20'
30'20'
130'
10'
10'
10'
10'
12'12'12'12'12'
W4-2
ROAD
WORK
AHEAD
W20-1
ROADWORKAHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5
XXXLB
X
X
X
L
PARK AVE N30MPH
SIDEWALK CLOSED
CROSS HERE
R9-11a(R)
SIDEWALKCLOSED
R9-9
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(L)
ROADWORK
AHEAD
W20-1 MATCHLINESHEET 18MATCHLINESHEET 17PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
17 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
SHEET 17 TCP IS FOR
SHEET 14 & 15 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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 OTHERWISEDESIGNATED.
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 ASPER 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
BORE
CONTACT KING COUNTY METRO
CONSTRUCTION COORDINATOR AT:
206-477-1140
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
TARGET
1215 N LANDING WAY
GARDEN AVE N25MPH
N 8TH ST 25MPH N 8TH ST 25MPH
10'
10'
10'
10'
13'14'18'
10'
10'
10'
10'
W4-2
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
NO ACCESS
XXXLB
MATCHLINESHEET 17PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
18 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
SHEET 18 TCP IS FOR
SHEET 14 & 15 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 OTHERWISEDESIGNATED.
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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
V
BP
915 N 8TH ST
N 8TH ST25MPH
PARK AVE N30MPH
12'
12'
12'
12'
12'20'
30'
20'
65'
12'12'12'12'12'
XXXLB
ROADWORKAHEAD
W20-1 ROAD
WORK
AHEAD
W20-1
W4-2
ROADWORKAHEAD
W20-1
LEFT LANECLOSEDAHEAD
W20-5
X
X
X
L
PARK AVE N20MPH
BP
SIDEWALKCLOSED
R9-9
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(R)
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(L)
SIDEWALK CLOSED
CROSS HERE
R9-11a(L)MATCHLINESHEET 20MATCHLINESHEET 19SIDEWALK
CLOSED
R9-9
PLACE SIGN ON NE CORNER OF N 8TH
ST & LOGAN AVE N.
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(R)
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
19 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
SHEET 19 TCP IS FOR
SHEET 14 & 15 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 OTHERWISEDESIGNATED.
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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
Arrowboard (Double)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
BORE
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
TARGET
1215 N LANDING WAY
GARDEN AVE N25MPH
800 GARDEN WAY AVE N
N 8TH ST 25MPH
10'
10'
10'
10'
10'
10'
10'
10'
13'14'18'
W4-2
ROAD
WORK
AHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
ROAD
WORK
AHEAD
W20-1
XXXLB
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(L)
NO ACCESSMATCHLINESHEET 19ROADWORK
AHEAD
W20-1
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
20 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
SHEET 20 TCP IS FOR
SHEET 14 & 15 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:MASTEC
253.886.3057
Julian Morales
TCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 OTHERWISEDESIGNATED.
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 ASPER 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
Arrowboard (Double)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Traffic Light
V Vault
Work Area
Work Truck
N
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
V
V
915 N 8TH ST
N 8TH ST 25MPH
TARGET
1215 N LANDING WAY
N 8TH ST 25MPH
12'
12'
12'
12'
12'
12'12'12'12'12'
10'
10'
10'
10'
30'
30'W4-2
ROADWORKAHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
XXXLB
ROAD
WORK
AHEAD
W20-1
W4-2
RIGHT LANE
CLOSED
AHEAD
W20-5
X
X
X
L
B
PARK AVE N20MPH
S
PLACE SIGN ON NE CORNER OF N 8TH ST & LOGAN AVE N.
SIDEWALK CLOSEDAHEAD
CROSS HERE
R9-11(R)
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
21 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
SHEET 21 TCP IS FOR
SHEET 15 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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 570645 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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Sign Stand
Spotter
Traffic Light
V Vault
Work Area
Work Truck
N
BORE
SPOTTERS TO ASSIST PEDESTRAINS
SAFELY AROUND THE WORK AREA.
A MINIMUM 4 FT. WALK WILL BE
AVAILABLES AT ALL TIMES.
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
V
V
915 N 8TH ST
N 8TH ST25MPH
TARGET
1215 N LANDING WAY
PARK AVE N30MPH
GARDEN AVE N25MPH
12'
12'
12'
12'
12'
12'12'12'12'12'
10'
10'
10'
10'
15'
65'
ROAD
WORK
AHEAD
W20-1
W4-2
RIGHT LANECLOSEDAHEAD
W20-5
X
X
X
L
B
ROADWORKAHEAD
W20-1
S W4-2
ROADWORKAHEAD
W20-1
ROADWORKAHEAD
W20-1
LEFT LANECLOSED
AHEAD
W20-5
XXXL
PARK AVE N20MPH
W4-2
ROAD
WORK
AHEAD
W20-1 LEFT LANE
CLOSEDAHEAD
W20-5
X X X L B
S
PROJECT ID NUMBER
1807BDIO.75_UG
_REN_90313
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
919 HOUSER WAY N
JM
04.28.2022
22 22
TCS STAMP:1807BDIO.75_UG_REN_90313RIGHT LANE CLOSURE
SHEET 22 TCP IS FOR
SHEET 15 OF 19 OF SITE
WORK PLANS.TRAFFIC CONTROL PLAN04.28.2022 by:
MASTEC
253.886.3057
Julian MoralesTCS # 012813Jʅʙiʋɚ Mʝrɪȵeɡ
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
All Signs & Spacing to conform to the MUTCD & The City of RENTON Standard
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
STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
HOST VEHICLE WEIGHT
9,900 TO 22,000 LBS.
HOST VEHICLE WEIGHT
22,001+ LBS
100'
UP TO 40 MPH
PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R
123'
45 -55 MPH
172'
60+ MPH
74'
UP TO 40 MPH
100'
45 -55 MPH 60+ MPH
150'
NO SPECIFIED DISTANCE REQUIRED.STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW.
Legend
Arrowboard (Chevron)
Arrowboard (Double)
BP Bore Pit
Bus Stop
Cone
Pot Hole
Spotter
Traffic Light
V Vault
Work Area
Work Truck
N
BORE
SPOTTERS TO ASSIST PEDESTRAINS
SAFELY AROUND THE WORK AREA.
A MINIMUM 4 FT. WALK WILL BE
AVAILABLES AT ALL TIMES.
Plan Scale
1 : 600 (1'' = 50')
www.invarion.com
MFP22000091
MCImetro
ACCESS TRANSMISSION SERVICES, LLC
OUTSIDE PLANT CONSTRUCTION
RENTON, WASHINGTON
UNDERGROUND FIBER INSTALLATION
CONSTRUCTION PERMIT
4, 073LF OF CONDUIT, 10 NEW VAULTS
MCI PERMIT NUMBER: 1807BDIO.63_UG_REN_90313
SITE SPAN NFID: 1807BDIO.63
CAPITAL PROJECT: 072443-001
ENGINEERING SERVICES
MFP22000091
This permit is for Major construction work in the ROW and will be billed at an additional
$100/HR for inspections. After hours and weekend work will be billed at $125/HR
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
5
6
7
8
9,
1011121314,
15
City of Renton, County of King, Bureau of Land Management, Esri Canada, Esri, HERE, Garmin, GeoTechnologies, Inc., USGS, EPA, USDA
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SCALE VERT:
DRAWN BY:MCI METROACCESS TRANSMISSION SERVICES, LLC.REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
SHEET 02 OF
CONTACTS SHEET INDEX
ENGINEERING CONTRACTOR
OWNERS
CONSTRUCTION CONTRACTOR
JURISDICTION SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313NAME OF FIRM: MASTEC NORTH AMERICA
CONSTRUCTION MANAGER: MATTHEW SMITH
PHONE: (253)-736-5107
EMAIL: MATTHEW.SMITH2@MASTEC.COM
CITY OF RENTON
PHONE: 425-430-6400
1055 S GRADY WAY
RENTON, WA, 98057
MCI METRO ACCESS TRANSMISSION SERVICES, CORP
COMPANY REP: BILL JENNESS
PHONE: (425)-457-6852
EMAIL: WILLIAM.JENNESS@VERIZON.COM
01
02
03
05-15
18
16-18
COVER SHEET
VICINITY MAP, CONTACTS & SHEET INDEX
GENERAL NOTES
SITE PLAN
LEGEND
NAME OF FIRM: MASTEC NORTH AMERICA
ENGINEERING MANAGER: DAVID VICHITTHAVONG
PHONE: (253)-797-3105
EMAIL: DVICHITTHAVONG@SEFNCO.COM
LOCATION OVERVIEW KEY MAP
DATE:
0 480 960240Feet
04
TYPICALS
City of Renton, Bureau of Land
Management, Esri Canada, Esri,
HERE, Garmin,
GeoTechnologies, Inc., USGS,
METI/NASA, EPA, USDA
BEGIN: 925 HOUSER WAY N
END:
635 PARK AVE N
PERMITTING CONTRACTOR
NAME OF FIRM: MASTEC NORTH AMERICA
PERMITTING MANAGER: AARON LEDVINA
PHONE: (206)-455-4536
EMAIL: AARON.LEDVINA@MASTEC.COM
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
OF3 18
ENGINEER:
GENERAL NOTES
THE 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 UNDERGROUNDUTILITIES PRIOR TO PERFORMING ANY EXCAVATION.
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITEWORKSTANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTION REGULATIONS AND
APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND
THESPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORKWITHINPUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE LOCAL JURISDICTION
INSPECTOR.INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT
SPONSOR/OWNER.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES,
ASSHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT ORCOMPLETE.THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY
EXCAVATIONTO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT
LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES.
THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIOR TO THESTART OF ANYEARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.
THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITY
COMPANIESWITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO
ASSURE THATTHE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE.THECONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY
SERVICE.
THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE
STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FORTHEJOB ON-SITE AT ALL TIMES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO:EXCAVATION,
TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.
IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR,HISSUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED
INTHE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.
ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,UNLESS
SPECIFICALLY STATED OTHERWISE.
FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE LOCAL JURISDICTION, THE CONTRACTOR SHALLSUBMIT 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 SHALL BE RESPONSIBLE FOR
PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION APRECONSTRUCTION CONFERENCE SHALL BE HELD WITH LOCAL JURISDICTION.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETIONOFTHE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED,
CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.
PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR
OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD
DRAWINGSKEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALL
TIMES.
DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR
ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD
DRAWINGS.
ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF
CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN
GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZEDWITH HARD SURFACE OR LANDSCAPING.
ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCALJURISDICTION ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.
ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNINGOFTRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
EQUIPMENT SHALLGENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION.
CALL THE "CALL BEFORE YOU DIG" NUMBER 48HRS IN ADVANCE AT 1-800-424-5555 PRIOR TO DIGGING.
1.
2.
3.
4.
5.
6.
7.
17.
16.
15.
14.
13.
12.
11.
8.
9.
10.
RENTON
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 PHYSCIALLY
LOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION PATH. ALLINSTALLATIONS MUST COMPLY WITH MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.
1.ALL METHODS AND MATERIALS SPECIFICATION SHALL MEET THE CITY OF RENTON STANDARDS.
ALL RENTON STANDARD DRAWINGS AN BE FOUND AT THE FOLLOWING WEBSITE: https://edocs.rentonwa.gov/Documents/Browse.aspx?startid=13637032.
ALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL -
SECTION F 110.0-110.2.
3.
ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL -
SECTION F 102.0.
ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARDDETAIL - SECTION F 103.0.
4.
5.
6.
MFP22000091
All new conduit in the ROW shall be schedule 80 or equivalent.
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
OF04 18
ENGINEER:
LEGEND
PROPOSED
EXISTING VERIZON
BASE LAYERS
EXISTING UTILITIES
PROPOSED SYMBOLS EXISTING MCI SYMBOLS
A A APROPOSED AERIAL STRAND
DIRECTIONAL BORE
TRENCH
A A A
³MIC
!!!!!!!!!
EXISTING AERIAL STRAND
EXISTING UNDERGROUND
1_2" HDPE
2_2" HDPE
1_4" HDPE
1_2" PVC
2_2" PVC
1_4" PVC
INNERDUCT
!!!!!!!!!!!!!!
"""""""""""""""""""""
PIL
) ) ) ) ) ) ) ) ) ) ) ) ) ) )
SIDEWALK
EDGE OF PAVEMENT
FACE OF CURB
FENCE
GUARDRAIL
LIP OF GUTTER
PROPERTY LINE
RAILROAD
RIGHT OF WAY
CENTERLINE
T T
³³E E
G G
TELECOMMUNICATIONS
ELECTRIC
GAS
RAINWATER
SANITARY SEWER
STORM DRAIN
WATER
EXISTING UTILITIES SYMBOLS
PROPOSED MANHOLE
PROPOSED VAULT
PROPOSED ANCHOR
PROPOSED GUY
PROPOSED SIDEWALK ANCHOR & GUY
PROPOSED RISER
POTHOLE
BORE PIT
EXISTING MCI MANHOLE
EXISTING MCI VAULT
EXISTING MCI ANCHOR
EXISTING MCI GUY
EXISTING MCI SIDEWALK ANCHOR & GUY
EXISTING MCI SPLICE
POWER PEDESTAL
POWER HANDHOLE
POWER CABINET
POWER VAULT
POWER UNKNOWN
POWER MANHOLE
POWER POLE
STREET LIGHT POLE
STREET HANDHOLE
TRAFFIC SIGNAL HANDHOLE
TRAFFIC SIGNAL VAULT
TRAFFIC SIGNAL MANHOLE
TRAFFIC CABINET
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL PEDESTAL
CATV MANHOLE
CATV HANDHOLE
CATV PEDESTAL
TELECOM MANHOLE
TELECOM HANDHOLE
TELECOM CABINET
POWER ANCHOR
POWER GUY
POWER SIDEWALK GUY
PEDESTAL (UNKNOWN UTILITY)
WATER SAMPLING STATION
OTHER UNKNOWN
SEWER VAULT
SEWER UNKNOWN
STORM DRAIN VAULT
SEWER VALVE
STORM ACCESS POINT
TELECOM PEDESTAL
TELECOM POLE
SEWER MANHOLE
SEWER CLEANOUT
SEWER CATCH BASIN
STROM CATCH BASIN
STORM MANHOLE
STORM DRAIN UNKNOWN
STORM CLEANOUT
STORM DRAIN VALVE
WATER VALVE
WATER METER
WATER RESERVOIR
WATER MANHOLE
WATER VAULT
WATER UNKNOWN
WATER WELL
MANHOLE (UNKNOWN UTILITY)
WATER PUMP
TEST VALVE
GAS METER
GAS VALVE
GAS MANHOLE
FIRE HYDRANT
GAS TEST POINT
TRAFFIC LOOP DETECTOR
TRAFFIC DETECTOR
BOLLARD
SIGN POST
PARKING METER
CULVERT
ADA RAMP
ADA RAMP COMPLIANCE
SUB STATION
TRANSIT STOP
TREE
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF 1905³³³³³
³
³
³
³³³³³³³³³³³³³³
³
³
³
³
0+00
1+00
2+00
3+00
4+00
_
_
_
_
_
_
___
_
_
_
_
STA
0+
0
0
(3
3
'
RT
)
_
_
_
_
____
_
_
_
_
_
STA
1+
8
8
(
1
3
'
RT
)
_
_
_
_
_
_
_
_
_
_
_
_
_STA
2+
1
4
(
1
7
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
TA
3+
2
5
(
2
1
'
R
T
)
_
_
_
_
_
_
_
_
___
_
_
STA
2+
2
3
(
17
'
RT
)
_
_
____
_
_
_
_
_
_
_
S
TA
1+
6
3
(
1
7
'
RT
)58403021202118&&&&&
&&&&
DIG BORE PIT AND PL. NEW 30"X60"X30" VAULTIN LANDSCAPE FOR CORE BUILD
CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 186' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
INTERCEPT STUBBED CONDUIT
PL 405' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURINGCONSTRUCTION POTHOLING.
BORE PIT
186'
405'
1
2
6
4
4 4
1
2
6
3
4
5 45
DB
DB
DB
915 HOUSERWAY N
919 HOUSERWAY N
HOUSER
W
A
Y
N
HOUSER W
A
Y
N
HOUSER WA
Y
N
5'
10'
0 12040 80
US Feet
NEW 30"x60"x30" VAULT
PROPOSED BORE ENTRY STA.
0+00 ENTRY ANGLE 25 DEGREES DIRECTIONAL BORE
&
&
BORE PIT
&&&9'
EX. WATER
EX. SEWER
EX. WATER
EX. WATER
PROPOSED BORE ENTRY STA.
1+88 ENTRY ANGLE 25 DEGREESSEE SHEET:SEE SHEET:SEE SHEET:6SEE SHEET:&&6'&&3'&&6'&&4'-6"&&3'
0+00 1+00 2+00 3+00 4+00
18
This section to be installed via open trench.
Maintain 1' of vertical separation between water
main. the new conduit will be required to be
installed under the existing water main.
Additional shoring and support may be needed
for the water main for this work. Coordinate all
work with the inspector in the field.
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF 1906
³
³
³
³
³³³³
³³³³³³³³³³³³
³
4+00
5+00
6+00
7+00
8+00
9+00
_
_
_
___
_
_
_
_
_
_
_
S
TA
5+
0
0
(
2
2
'
RT
)
____
_
_
_
_
_
_
_
_
_
S
T
A
5+95
(
2
8
'
RT
)
___
_
_
_
_
_
_
_
_
_
_
S
T
A
6+2
4
(
2
1
'
RT
)
_
_
_
_
_
_
_
_
_
_
_
_
_STA
7+
9
3
(
2
1
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
TA
8+
0
4
(
2
1
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
__STA
7+
5
1
(
2
1
'
R
T
)_____________STA 8+92 (22' RT)_
_
_
_
_
_
_
_
_
_
_
_
_STA
4+
9
5
(
2
2
'
R
T
)
_
_
_
_
_
_
_
_
_
_
___STA
6+
1
9
(
2
1
'
R
T
)64393419222132&&&&&&&&&&&&DIG BORE PIT AND PL. NEW 30"X60"X30" VAULTIN LANDSCAPE FOR CORE BUILD
CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 405' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 155' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURINGCONSTRUCTION POTHOLING.
BORE PIT
PL 141' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
141'
155'
(405')
2
1
7
4
4
4
1
2
3
4
5
4
5
4
3
7
4
7
DB
DB
DB
DB
DB
851 HOUSERWAY N
903 HOUSERWAY N915 HOUSER
WAY N
RAMP
HOUSER WAY
N
HOUSER W
A
Y
N
HOUSER WA
Y
N
5'
10'
0 12040 80
US Feet
NEW 30"x60"x30" VAULT
DIRECTIONAL BORE
&
&BORE PIT
&EX. WATERSEE SHEET: 5SEE SHEET:SEE SHEET:7SEE SHEET:
4+00 5+00 6+00 7+00 8+00
&&3'
EX. WATER&&3'&&3'
EX. WATER&&3'
BORE PIT
&
9+00
PROPOSED BORE ENTRY STA.
5+95 ENTRY ANGLE 25 DEGREES
PROPOSED BORE ENTRY STA.
7+51 ENTRY ANGLE 25 DEGREES PROPOSED BORE ENTRY STA.
8+92 ENTRY ANGLE 25 DEGREES
18
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF 1907
0 12040 80
US Feet
5'
10'
³
³
³
³³³³³³³³³³³³9+00
10+00
11+00
12+00
13+00
14+00
_____________STA 8+92 (22' RT)_
_
_
___
_
_
_
_
_
_
_
STA
1
1+
84
(
2
1
'
RT
)_____________STA10+98 (29' RT)_____________STA 13+00 (21'RT)STA 13+80(22' RT)_____________664035212224&&&&&&&&CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 287' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 282' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURING
CONSTRUCTION POTHOLING.
BORE PIT
PL 141' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
141'
287'
282'
2
4
4
4
5
2
3
4
5
7
3
4
7
DB
DB
DB
DB
RAMP
HOUSER WA
Y
N
HOUSER WA
Y
N
HOUSER WA
Y
N
HOUSER WA
Y
N
SEE SHEET: 6SEE SHEET:SEE SHEET:8SEE SHEET:
9+00 10+00 11+00 12+00 12+00
PROPOSED BORE ENTRY STA.
8+92 ENTRY ANGLE 25 DEGREES
BORE PIT
&&&3'
EX. WATER &&3'
EX. WATER
BORE PIT
&
PROPOSED BORE ENTRY STA.
11+84 ENTRY ANGLE 25 DEGREES&&3'&&4'
13+00
EX. WATER
18
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF 1908
5'
10'
³
³
³
³
³³³³³³³³³³³³³
³
³
³14+00
15+00
16+00
17+00
18+00
18+53
STA 13+80(22' RT)__________________________STA 14+63 (22'RT)_____________STA 14+91 (21'RT)_____________STA 15+02 (22'RT)_____________STA 16+42 (20'RT)_____________STA 17+40 (20'RT)STA 18+00 (20' RT)_____________66403420211131&&&&&&&&&&DIG BORE PIT AND PL. NEW 30"X60"X30" VAULT
IN LANDSCAPE FOR CORE BUILD
CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 282' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 277' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURINGCONSTRUCTION POTHOLING.
BORE PIT
PL 320' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
277'
(282')
320'
2
1
3
4
4
4
4
1
2
3
4
5
7
5 7
4
DB
DB
DB
DB
DB
815 HOUSERWAY N
HOUSER WAY
N
HOUSER
WAY N
HOUSER WAY
N
HOUSER WA
Y
N
SEE SHEET: 7SEE SHEET:SEE SHEET:9SEE SHEET:
14+00 15+00 16+00 17+00 18+00
0 12040 80
US Feet
EX. WATER &&3'&&3'
EX. WATER
&&4'
BORE PIT
&
PROPOSED BORE ENTRY STA.
17+40 ENTRY ANGLE 25 DEGREES&&3'
EX. WATER&&3'
EX. WATER &&3'
NEW 30"x60"x30" VAULT
PROPOSED BORE ENTRY STA.
14+63 ENTRY ANGLE 25 DEGREES
&
18+53
1818
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF 1909
5'
10') ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ))³³³³³³³³³³³³³³³³19+00
20+00
21+00
22+00
23+00
18+53
STA20+62 (19'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_STA 22+00 (22' RT)_____________STA 20+37(20' RT)_____________STA22
+
8
9(23'
R
T)
_
_
_
_
_
__
_
_
_
_
_
_STA 19+65(19' RT)_____________STA 21+55 (21' RT)_____________
STA2
3
+
9
3(
2
5'
R
T)
_
_
_
_
__
_
_
_
_
_
__
6440
34
1919
113
78393521242112&&&&&&
&&&
&
DIG BORE PIT AND PL. NEW 30"X60"X30" VAULTIN LANDSCAPE FOR CORE BUILD
CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 320' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 68' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURINGCONSTRUCTION POTHOLING.
BORE PIT
PL 202' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 300' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
SEE 1807BDIO.63_ROW_BNSF_90313
(320')202'68'2
1
1
2
3
4
5
7
7
8
9
3
5
4
4
4
4 DBDBDBDB
DB
DB
801 HOUSERWAY N
N 8TH STN 8TH STN 8TH STHOUSER WA
Y
N
HOUSER WA
Y
N
SEE SHEET: 8SEE SHEET: 10 SEE SHEET:SEE SHEET:
18+53 19+00 20+00
0 12040 80
US Feet&&4'
BORE PIT
&
PROPOSED BORE ENTRY STA.
20+62 ENTRY ANGLE 25 DEGREES
21+00
&&3'
EX. WATER &&3'
EX. GAS
18
Additional approval
from BNSF will be
required for
crossing their tracks
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF 1910
5'
10'
BORE PIT
&
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
)
³³³³³³³³³³³³³³³³³³³³³19+00
20+00
21+0022+0023+0024+0025+00 18+53STA20+35 (20' R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
2
2+
0
0
(
2
2
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
2
4+
0
8
(
2
7
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
1
7+
7
2
(
2
9
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_STA 20+62 (19' RT)_____________S
T
A
2
2+
8
9
(
2
3
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
STA 19
+
6
5
(
1
9
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
2
3+
7
2
(
2
6
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
6440
34 1920
114
78393521253111&&&&&&&&&&&DIG BORE PIT AND PL. NEW 30"X60"X30" VAULTIN LANDSCAPE FOR CORE BUILD
CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 320' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL. 68' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURINGCONSTRUCTION POTHOLING.
BORE PIT
PL 202' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 300' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
SEE 1807BDIO.63_ROW_BNSF_90313 (320')202'68'
300'
2
1
5
1
2
3
4
5
7
8
9
7
8
9
5
4
4
4
4
DB
DB DB DBDB801 HOUSERWAY N HOUSERWAYNHOUSERWAYNHOUSERWAYNHOUSERWAYBYPASSN 8TH ST N 8TH ST N 8TH ST N 8TH STSEE SHEET: 11SEE SHEET:SEE SHEET:9SEE SHEET:
25+00 24+00 23+00
0 12040 80
US Feet &&4'
BORE PIT
&
PROPOSED BORE ENTRY STA.
22+00 ENTRY ANGLE 25 DEGREES
EX. STORM&&3'
NEW 30"x60"x30" VAULT
PROPOSED BORE ENTRY STA.
24+08 ENTRY ANGLE 25 DEGREES
&
DIRECTIONAL BORE
&
DIRECTIONAL BORE
&&&5'
22+00
PROPOSED BORE ENTRY STA.
20+62 ENTRY ANGLE 25 DEGREES
EX. STORM &&3'
EX. STORM&&3'
18
Additional approval
from BNSF will be
required for
crossing their tracks
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF 1911
5'
10'
)
)
)
)
)
)
)
)
)
)
)
)
)³³
³
³
³
³³³³³³³³³³³³³³³³³³³³³26+0027+0028+0029+0030+00
STA 2
6
+
2
2
(
3
0
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
2
7+
0
0
(
3
0
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
2
8+
4
4
(
3
0
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_9940442030151010&&&&&&DIG BORE PIT AND PL. NEW 30"X60"X30" VAULTIN LANDSCAPE FOR CORE BUILD
CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 300' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 144' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURINGCONSTRUCTION POTHOLING.
BORE PIT
PL 240' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
(300')240'144'
317 4
1
2
3
4
5
7
5
2
DB DB DB
N 8TH ST N 8TH ST N 8TH ST N 8TH STSEE SHEET: 12SEE SHEET:SEE SHEET:10SEE SHEET:
30+00 29+00 28+00
0 12040 80
US Feet
27+00
EX. WATER&
PROPOSED BORE ENTRY STA.
27+00 ENTRY ANGLE 25 DEGREES
4'
NEW 30"x60"x30" VAULT
PROPOSED BORE ENTRY STA.
28+44 ENTRY ANGLE 25 DEGREES
&&&BORE PITDIRECTIONAL BORE
&
DIRECTIONAL BORE
&
DIRECTIONAL BORE
&&&3'
26+00
18
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF 1912
5'
10'³³³³³³³³³³³³³³³³³³³³³³
³
30+0031+0032+0033+0034+00 31+70
S
T
A
3
1+
5
0
(
3
1
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
3
1+
3
0
(
3
1
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
3
0+
8
7
(
3
1
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
3
1+
8
4
(
3
0
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
______
_
_
_
_
_
_
_
S
T
A
3
3
+
3
5
(
3
2'
R
T
)
______
_
_
_
_
_
_
_
S
T
A
3
3
+
5
6
(
3
2'
R
T
)
______
_
_
_
_
_
_
_
S
T
A
3
3
+
7
0
(
3
2'
R
T
)_____________STA 31+65(30
'
RT)9041392133117&&&&&&&&&&CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 240' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 247' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURINGCONSTRUCTION POTHOLING.
BORE PIT
PL 199' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
247'(240')199'
3
444
2
3
4
5
7
2
7 5 5
DB DB DBGARDEN AVE NGARDEN AVE NN 8TH ST N 8TH ST N 8TH ST N 8TH STSEE SHEET: 13SEE SHEET:SEE SHEET:11SEE SHEET:
34+00 33+00 31+70
0 12040 80
US Feet
31+00
EX. STORM
&
PROPOSED BORE ENTRY STA.
30+87 ENTRY ANGLE 25 DEGREES
PROPOSED BORE ENTRY STA.
33+35 ENTRY ANGLE 25 DEGREES
BORE PIT
&
BORE PIT
EX. STORM
EX. SEWER&&&&&&EX. WATER&&EX. WATER
EX. SEWER &&3'3'4'
10'
10'
DIRECTIONAL BORE
&
DIRECTIONAL BORE
&
DIRECTIONAL BORE
&&&4'5'&&3'&&&&6'
32+00 30+00
18
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF13SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_9031319
³³³³³³³³³³³³³³³³³³34+0035+0036+00
37+0038+00
35+51
38+56
S
T
A
3
5+
3
3
(
3
1
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
S
T
A
3
6+
2
9
(
3
1
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
_______
_
_
_
_
_
_
S
T
A
3
7
+
9
5
(
3
9
'
R
T
)965947283910711&&&&&DIG BORE PIT AND PL. NEW 30"X60"X30" VAULTIN LANDSCAPE FOR CORE BUILD
CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 199' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 266' (2) 2' HDPE VIA TRENCH WITH MINIMUM 36" COVER
BORE PIT
PL 258' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
266'
(199')
258'2
1
3
1
2
3
5
7
57
DB
DB
1215 NLANDING WAY
GARDEN AVE NN 8TH ST N 8TH ST N 8TH ST N 8TH STSEE SHEET: 14SEE SHEET:SEE SHEET:12SEE SHEET:
38+56 37+00 36+00
0 12040 80
US Feet
35+00
5'
10'
&
PROPOSED BORE ENTRY STA.
35+33 ENTRY ANGLE 25 DEGREES
PROPOSED BORE ENTRY STA.
37+95 ENTRY ANGLE 25 DEGREES
NEW 30"x60"x30" VAULT
&
BORE PIT DIRECTIONAL BORE
&
DIRECTIONAL BORE
&
DIRECTIONAL BORE
&&&3'
38+00 35+51 34+00
18
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF 1914SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313³³³³³³³³
³³³³³³³³³³³³³³³³³³³³³39+0040+00
41+00
38+56STA 39+37 (40'RT)_____________STA 39+83 (44' RT)_____________STA 40+50 (51' RT)_____________STA 40+11 (46' RT)_____________STA 40+60
(
3
5
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
STA 40+73 (
3
3
'
R
T
)
_
_
_
_
_
_
_
_
_
_
_
_
_
83
60
3 &&&&&&&&&&&&DIG BORE PIT AND PL. NEW 30"X60"X30" VAULTIN LANDSCAPE FOR CORE BUILD
CONSTRUCTION NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOW
ENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 243' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 122' (2) 2' HDPE VIA TRENCH WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURINGCONSTRUCTION POTHOLING.
BORE PIT
CONTINUES ON PERMIT 1807BDIO.63_UG_REN_90314
122'(258')
2
1
5
10
4
4
4
4
4
4
1
2
3
4
5
10
3DBDB
DB DB
PARK AVE NPARK AVE NPARK AVE NN 8TH ST N 8TH ST N 8TH ST N 8TH STSEE SHEET:SEE SHEET: 15 SEE SHEET:13SEE SHEET:
36+00
0 12040 80
US Feet
35+00
5'
10'
35+51 34+00
&&4'
&
PROPOSED BORE ENTRY STA.
40+50 ENTRY ANGLE 25 DEGREES
BORE PIT
DIRECTIONAL BORE
&
EX. SEWER
EX. WATER
EX. WATER
SEE PAGE 15
&&&&&&10'
3'
5'
18
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.REVISIONS
DATE DESCRIPTION INITIALS
BOM / CLARIFICATIONS
DESCRIPTION QUANTITY
OF15 19SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313³³³³³³³³³³³³
³
³
³
³³³³³³³³³³³³³³³³³³³39+00
40+00 41+00 42+00 43+0038+5643+33
STA 39+37 (40' RT)_____________
STA39+83 (44' RT)_
_
_
_
_
_
_
_
_
_
_
_
_
STA40+50 (51' RT
)
_
_
_
_
_
_
_
_
_
_
_
_
_
STA40+11 (46' RT
)
_
_
_
_
_
_
_
_
_
_
_
_
______________STA40+60 (35' RT)_____________STA40+73 (33'RT)8360
383134
8
3
3&&&&&&&&&&&&&DIG BORE PIT AND PL. NEW 30"X60"X30" VAULTIN LANDSCAPE FOR CORE BUILD
CONSTRUCTION NOTES
GENERAL NOTES
CONTRACTOR TO CONFIRM AND MAINTAINCLEARANCE OF STRUCTURES.
STA. 0+00 AT 925 HOUSER WAY N
CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIES CROSS.ALL UTILITY CROSSINGS MARKED OR SHOWN ON THE DRAWINGS.
BORE DEPTH AROUND OR UNDER THE TREES, BORE IS TO STAY LOWENOUGH TO STAY OUT OF TREE CRITICAL ROOT MASS
PL 243' (2) 2' HDPE VIA BORE WITH MINIMUM 36" COVER
PL 122' (2) 2' HDPE VIA TRENCH WITH MINIMUM 36" COVER
ACTUAL UTILITY DEPTHS WILL BE VERIFIED DURINGCONSTRUCTION POTHOLING.
BORE PIT
CONTINUES ON PERMIT 1807BDIO.63_UG_REN_90314
122'(258')2
1
5
10
4
4
4 4 4 4
1
2
3
4
5
10
3DB
DB
N 8TH STN 8TH STN 8TH STPARK AVE N PARK AVE N PARK AVE N PARK AVE NSEE SHEET: 14SEE SHEET:SEE SHEET:SEE SHEET: 14
36+00
0 12040 80
US Feet
35+00
5'
10'
35+51 34+00
&
PROPOSED BORE ENTRY STA.
40+73 ENTRY ANGLE 25 DEGREESBORE PIT
NEW 30"x60"x30" VAULT
EX. SEWER
EX. WATER
SEE PAGE 14
EX. SEWER EX. SEWER&&&&&&&&&&&3'
5'
5'
7'
10'
PROPOSED BORE ENTRY STA.
40+50 ENTRY ANGLE 25 DEGREES
18
MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, LLC.SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313REVISIONS
DATE DESCRIPTION INITIALS
OF16 18
ENGINEER:
30"X60"X30" VAULT TYPICAL OLDCASTLE MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, CORP.REVISIONS
DATE DESCRIPTION INITIALS
OF17 18
ENGINEER:
SECTION F, 102
SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313MFP22000091
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTH
BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SHEET
SCALE VERT:
DRAWN BY:
DATE:MCI METROACCESS TRANSMISSION SERVICES, CORP.REVISIONS
DATE DESCRIPTION INITIALS
OF18 18
ENGINEER:
SECTION F, 110-110.2
SITE NAME: CENTRAL RENTON TO CASCADELOCATION ADDRESS: RENTON WAHUB: WA17 HUB ADDRESS: RENTON, WASITE SPAN NFID: 1807BDIO.63MASTEC ID NUMBER: 1807BDIO.63_UG_REN_90313MFP22000091