HomeMy WebLinkAboutMFP21001282.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP21001282
IVR Number: 21001282
Permit Information
Permit Name: Verizon - MCI
Address/Location:03/25/2021Application Date:7227801025Parcel Number: 2705 NE SUNSET BLVD
Permit Type:08/05/2021Issue Date:Franchise
Permit Work Class:08/05/2022Expiration Date:Major Utility
Job Number: 1807BDIO.65_UG_REN_90029Franchise Type:Telephone
Description: Verizon to install 2169 LF of 2" conduit and fiber optic cable via directional bore. Install 3 vaults. Pothole all existing
utilities. Restoration per City of Renton standards.
PRE CONSTRUCTION MEETING REQUIRED
APPROVED WITH COMMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
Henson Smith
Mastec Network Solutions Inc
Applicant
HOLLY NORTH
MGC TECHNICAL CONSTULTING, INC
8521 154th Ave NE
REDMOND, WA 98052
B: (206) 618-0651Applicant
Louise Popelka
Verizon MCI Buisness
3245 158th Ave SE
Bellevue, WA 98008
B: (425) 240-0238Contact
Matthew Sapp
Verizon - MCI
Contact
Mastec Network Solutions Inc 22257 68th Avenue S
Kent, WA 98032
Contractor
Business License Number: 38949Construction Contractor: MASTENS876KN
Electrical Contractor: MASTENS863JS
ZAMOOR ASSOCIATES LLC 1145 NW GILMAN BLVD #G7
ISSAQUAH , WA 98027
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: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street
☐ Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
MCIMETRO ACCESS TRANSMISSION SERVICES CORP.
1807BDIO.65_UG_REN_90029
Henson Smith
425.287.8701
henson.smith@mastec.com
2705 Sunset Blvd NE Renton, WA
Installation of 2169 LF of 2" conduit, fiber optic cable via directional bore,
installation of (3) vaults ***1807BDIO.65_UG_REN_90029***
2169
MASTEC NORTH AMERICA, INC.425.287.8701
MASTENA991KJ 51687
03/12/21
MFP21001282
This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
Scott Warlick 8/5/2021
POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 11/25/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 11/25/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.☐ A copy of the Traffic Control Plan (TCP) Application form.
2.☐ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall:
☐Include map(s) showing the location of the project and work area.
☐Be legible lettering and clear, contrasting, symbols of viewing or printing.
☐Must indicate street names, and north arrow and scale.
☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
☐Types of plans required:
☐Work hour plan – show all mobility impacts during construction hours.
☐Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
☐Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
☐Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
1807BDIO.65_UG_REN_90029
2705 Sunset Blvd NE Renton, WA
Monday Friday 8:00am 3:00pm
Installation of 2169 LF of
2" conduit, fiber optic cable via directional bore,
installation of (3) vaults
MasTec North America 425 287 8701
MASTEC NORTH AMERICA, INC._USG-MastecSeattlePermitting@mastec.com
151 Stewart Rd SW Bldg. A Pacific, WA 98047
MFP21001282
Scott Warlick CED 3/25/2021
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 11/25/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
•TCP must be approved prior to commencing the work, and all permit conditions shall be met.
•Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
•Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
•The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
•Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
•Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
•TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
•Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
•Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles
and the acts of the Applicant’s agents and employees.
•The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and
in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s
reasonable attorney’s fees and litigation costs incurred resulting from such claim.
•In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
•Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
•Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
•Approved Temporary TCP must be at the work site during work hours.
•Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
•Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
•Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
•Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
•The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
•Temporary traffic control devices must be removed immediately when work is done or no construction
activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance
shop (3555 NE 2nd Street; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
Henson Smith 03/12/21
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
1
COVER PAGE
TCS STAMP:
90029
8/26/2020
14
N
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
All Signs & Spacing to conform to the MUTCD & The City of Federal Way StandardAll Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-grade
intersections and/or driveways.
9. A Traffic Control Supervisor is required for all work affecting
ROW.
TRAFFIC CONTROL PLAN COVER PAGE
TRAFFIC CONTROL PLAN:
SHORT DURATION WORK ZONE
FOR UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLANMAP SCALE:1:50 1807BDIO.65_UG_REN_90029www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
2
"TYPICAL ONE LANE,
TWO WAY TRAFFIC CONTROL
WITH FLAGGERS"
TCS STAMP:
90029
8/26/2020
14TRAFFIC CONTROL PLANMAP SCALE:1:50 1807BDIO.65_UG_REN_9002941 '
Legend
Arrowboard (Single)
Cone
Flagger
Pedestrian Re-Route
P
Policeman
Pot Hole
Sign Stand
traffic light
Vehicle Marked Path
Work Area
Work Truck
W4-2
ROAD
WORK
AHEAD
W20-1
W20-7a
W20-7a
ROAD
WORK
AHEAD
W20-1
NO PARKINGFROM
TOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
R7-T39
RIGHT LANECLOSEDAHEAD
W20-5
SIDEWALK
CLOSED
AHEAD
R9-11
ONE LANEROADAHEAD
W20-4
DETOUR
M4-9b
DETOUR
M4-9b
SIDEWALK
CLOSED
AHEAD
R9-11
DETOUR
M4-9b
SIDEWALK
CLOSED
AHEAD
R9-11
DETOUR
M4-9b
ROAD
WORK
AHEAD
W20-1
ONE LANEROADAHEAD
W20-4
W20-7a
P
X
X
X L
B
R
30'
No Parks
14'
ENTER/EXIT
ENTER/EXIT
ROAD
WORK
AHEAD
W20-1
ONE LANEROADAHEAD
W20-4
W20-7a
X
X
X
X
X
X
X
X
X
SIDEWALK
CLOSED
AHEAD
R9-11
DETOUR
M4-9b
25MPHHARRINGTON AV NE
N
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
35MPHNE SUNSET BLVD.
All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
SUBWAY
960 HARRINGTON AVE NE
PIZZA HUT
2705 SUNSET BLVD NE
SUNSET NEIGHBORHOOD PARK
2680 SUNSET LN NE
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
3
"TYPICAL ONE LANE,
TWO WAY TRAFFIC CONTROL
WITH FLAGGERS"
TCS STAMP:
90029
8/26/2020
14TRAFFIC CONTROL PLANMAP SCALE:1:50 1807BDIO.65_UG_REN_90029SUNSET NEIGHBORHOOD PARK
2680 SUNSET LN NE
41 '
Legend
Arrowboard (Single)
Cone
Flagger
Pedestrian Re-Route
P
Policeman
Pot Hole
Sign Stand
traffic light
Vehicle Marked Path
Work Area
ROAD
WORK
AHEAD
SIDEWALK
CLOSED
AHEAD
R9-11
ONE LANEROADAHEAD
DETOUR
DETOUR
SIDEWALK
CLOSED
AHEAD
R9-11
DETOUR
SIDEWALK
CLOSED
AHEAD
R9-11
DETOUR
ROAD
WORK
AHEAD
ONE LANEROADAHEAD
P
ROAD
WORK
AHEAD
RIGHT LANECLOSEDAHEAD
ONE LANEROADAHEAD
ROADWORKAHEAD
X
X
X
21'
X
X
X
X
X
X
X
X X
L
B
SIDEWALK
CLOSED
AHEAD
R9-11
DETOUR
25MPHHARRINGTON AV NE
N
ENTER/EXIT
ENTER/EXIT
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
35MPHNE SUNSET BLVD.
All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
PIZZA HUT
2705 SUNSET BLVD NE
SUBWAY
960 HARRINGTON AVE NE
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.RENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
4
NE SUNSET BLVD RIGHT
TRAVEL LANE AND
SOUTH SIDE SIDEWALK
CLOSURE WITH PEDESTRIAN
DETOUR ROUTE
TCS STAMP:
90029
8/26/2020
14PROJECT ID NUMBER1807BDIO.65_UG_REN_90029TRAFFIC CONTROL PLANMAP SCALE:1:50
SIDEWALK
CLOSED
R9-9
SIDEWALKCLOSED
R9-9
SIDEWALK
CLOSED
AHEAD
R9-11
DETOUR
M4-9b
SIDEWALK
CLOSED
AHEAD
R9-11
DETOUR
M4-9b
SUNSET NEIGHBORHOOD PARK
2680 SUNSET LN NE
PIZZA HUT
2705 SUNSET BLVD NE
SUBWAY
960 HARRINGTON AVE NE
ROAD
WORK
AHEAD
W20-1 EN
T
E
R
/
E
X
I
T
ROADWORKAHEAD
W20-1
DETOUR
M4-9b
R
Legend
Arrowboard (Single)
Cone
Flagger
Pedestrian Re-Route
Pot Hole
traffic lightVVault Area
Vehicle Marked Path
Work Area
Work Truck
EN
T
E
R
/
E
X
I
T
EN
T
E
R
/
E
X
I
T
W4-2
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSEDAHEAD
W20-5 ROADWORKAHEAD
W20-1
RIGHT LANECLOSED
AHEAD
W20-5
RIGHT LANECLOSED
AHEAD
W20-5
X X
X
L
B
N
X
X
X
X
35MPHNE SUNSET BLVD.
25MPHHARRINGTON AV NE
V
MATCH
L
I
N
E
SHE
E
T 5SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
www.invarion.com
MFP21001282
Coordinate with King
County Metro for
temporary bus stop
relocation typ.
Begin lane shift prior
to intersection
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.PROJECT NAMERENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
5
NE SUNSET BLVD RIGHT
TRAVEL LANE AND
SOUTH SIDE SIDEWALK
CLOSURE WITH PEDESTRIAN
DETOUR ROUTE
TCS STAMP:
90029
35MPHNE SUNSET BLVD.
8/26/2020
14TRAFFIC CONTROL PLANMAP SCALE:1:50 1807BDIO.65_UG_REN_90029MATC
H
L
I
N
E
SH
E
E
T
4
W4-2
ROAD
WORKAHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
R
L
B
X
X
X
25MPHNE 10TH ST
25MPHJEFFERSON AV NESIDEWALKAREASIDEWALKAREASIDEWALKAREAEN
T
E
R
/
E
X
I
T
FLAGGER TO ASSIST PEDESTRIAN'S
& VEHICLES AT ALL TIMES
FLAGGER TO ASSIST PEDESTRIAN'S
AROUND WORK AREA AT ALL TIMES
ROADWORKAHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
Legend
Cone
Flagger
Pot Hole
Sidewalk
traffic light
Work Area
Work Truck
N
All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
GROCERY OUTLET
2809 NE SUNSET BLVD
SHELL GAS STATION
2800 NE SUNSET BLVD
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.RENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
6
NE 10TH ST & NE SUNSET
BLVD. ONE LANE, TWO WAYWITH UPO & 1 -FLAGGER
CROSSWALK CLOSURE WITH
PEDESTRIAN DETOUR ROUTE
TCS STAMP:
90029
8/26/2020
14 PROJECT ID NUMBER1807BDIO.65_UG_REN_90029TRAFFIC CONTROL PLANMAP SCALE:1:50
Legend
Arrowboard (Single)
Cone
Flagger
Pedestrian Re-Route
P
Policeman
Pot Hole
Sign Stand
Vehicle Marked Path
Work Area
Work Truck
W20-7a
W20-7a
ROADWORKAHEAD
W20-1
DETOUR
M4-9b
SHELL GAS STATION
2800 NE SUNSET BLVD
WASHCO LAUNDRY
2806 NE 10TH ST
RENTON HIGHLANDS
LIBRARY
2801 NE 10TH ST
ROADWORKAHEAD
W20-1
ONE LANEROADAHEAD
W20-4
W20-7a
P
W20-7a
X
X
X
35'
X
X
X
X
X
XX
X
X
DETOUR
M4-9b
N
BEPREPAREDTO STOP
W20-9A
BEPREPAREDTO STOP
W20-9A
BE
PREPARED
TO STOP
W20-9A
SAFEWAY
15'
ENTER/EXIT
ENTER/EXIT
ENTER/EXIT
ENTER/EXIT
ROADWORKAHEAD
W20-1
DETOUR
M4-9b
DETOUR
M4-9b
25MPHJEFFERSON AV NE
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
35MPHNE SUNSET BLVD.
25MPHNE 10TH ST
All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
ROADWORKAHEAD
W20-1
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.RENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
7
NE SUNSET BLVD RIGHT
TRAVEL LANE CLOSURE
WITH FLAGGERS TO ASSIST
PEDESTRIAN'S AND VEHICLES
AT CLOSED DRIVEWAY
TCS STAMP:
90029
8/26/2020
14PROJECT ID NUMBER1807BDIO.65_UG_REN_90029TRAFFIC CONTROL PLANMAP SCALE:1:50
MATCH
L
I
N
E
SHE
E
T
8
GROCERY OUTLET
2809 NE SUNSET BLVD
W4-2
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSEDAHEAD
W20-5
R
L
B
X
X
X SIDEWALKAREAEN
T
E
R
/
E
X
I
T
O
P
E
N
FLAGGER TO ASSIST PEDESTRIAN'S
& VEHICLES AT ALL TIMES
FLAGGER TO ASSIST PEDESTRIAN'S
AROUND WORK AREA AT ALL TIMES
ROADWORKAHEAD
W20-1
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
Legend
Arrowboard (Single)
Cone
Flagger
Pot Hole
Sidewalk
traffic lightVVault Area
Work Area
Work Truck
N
JACK IN THE BOX
2813 NE SUNSET BLVD
EN
T
E
R
/
E
X
I
T
C
L
O
S
E
D
SIDEWALKAREASIDEWALKAREA
35MPHNE SUNSET BLVD.
VENTER/EXIT OPEN
X
X
X
EN
T
E
R
/
E
X
I
T
O
P
E
N
FLAGGER TO ASSIST PEDESTRIAN'S
& VEHICLES AT ALL TIMES
All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.RENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
8
NE SUNSET BLVD RIGHT
TRAVEL LANE CLOSURE
WITH FLAGGERS TO ASSIST
PEDESTRIAN'S AND VEHICLES
AT CLOSED DRIVEWAY
TCS STAMP:
90029
8/26/2020
14PROJECT ID NUMBER1807BDIO.65_UG_REN_90029TRAFFIC CONTROL PLANMAP SCALE:1:50
2825 NE SUNSET BLVD
R
EN
T
E
R
/
E
X
I
T
O
P
E
N
FLAGGER TO ASSIST PEDESTRIAN'S
& VEHICLES AT ALL TIMES
FLAGGER TO ASSIST PEDESTRIAN'S
AROUND WORK AREA AT ALL TIMES
ROAD
WORK
AHEAD
W20-1
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
Legend
Arrowboard (Single)
Cone
Flagger
Pot Hole
SidewalkVVault Area
Work Area
Work Truck
N
SIDEWALKAREA SIDEWALKAREA
35MPHNE SUNSET BLVD.ENTER/EXIT OPENEN
T
E
R
/
E
X
I
T
O
P
E
N
FLAGGER TO ASSIST PEDESTRIAN'S
& VEHICLES AT ALL TIMES
All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
25MPHKIRKLAND AV NE
MATC
H
L
I
N
E
SH
E
E
T
7
V
W1-9L
EN
T
E
R
/
E
X
I
T
O
P
E
N
W1-9L
ROADWORKAHEAD
W20-1
W4-2
RIGHT LANECLOSEDAHEAD
W20-5
RIGHT LANECLOSED
AHEAD
W20-5
ROADWORKAHEAD
W20-1
X
X
X
L
R
R
R
SIDEWALKAREA
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
3005 NE SUNSET BLVD
JEWLERY EXCHANGE
2833 NE SUNSET BLVD
2950 NE SUNSET BLVD
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.RENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
9
KIRKLAND AV NE
ONE LANE, TWO WAY
TRAFFIC CONTROL WITH
FLAGGERS
TCS STAMP:
90029
All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards 8/26/2020
14PROJECT ID NUMBER1807BDIO.65_UG_REN_90029TRAFFIC CONTROL PLANMAP SCALE:1:50
SPOTTERS SHALL ASSIST VEHICLES
IN AND OUT OF ACCESS POINTS &
ASSIST VEHICLES ALONG DETOUR.
25MPHKIRKLAND AV NE
25MPHNE 11TH PL
ONE LANE
ROAD
AHEAD
W20-4
ONE LANE
ROAD
AHEAD
W20-4
ONE LANEROADAHEAD
W20-4ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROADWORKAHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
X
X
X
X
X
X
X
X
X
JEWLERY EXCHANGE
2833 NE SUNSET BLVD
35MPHNE SUNSET BLVD.ENTER/EXIT OPENENTER/EXIT OPEN
CHEVRON
3002 NE SUNSET BLVD
2950 NE SUNSET BLVD
Legend
Cone
Pot Hole
Sign Stand
Spotter
Work Area
Work Truck
N
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
25MPHNE 12TH ST.
25MPHKIRKLAND AV NE
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
WALGREENS
3011 NE SUNSET BLVD
3005 NE SUNSET BLVD
R3-2
ROADCLOSEDAHEAD
W20-3
DETOUR
M4-9
ROADCLOSED
R11-2 S
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.RENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
10
NE SUNSET BLVD
RIGHT LANE CLOSURE
TRAFFIC CONTROL
TCS STAMP:
90029
8/26/2020
14PROJECT ID NUMBER1807BDIO.65_UG_REN_90029TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
EN
T
E
R
/
E
X
I
T
O
P
E
N
EN
T
E
R
/
E
X
I
T
C
L
O
S
E
D
SIDEWALKAREA
SIDEWALKAREA
W4-2
35MPHNE SUNSET BLVD.
CHEVRON
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSEDAHEAD
W20-5
R
X
X
X
L
B
25MPHNE 12TH ST.
ROAD CLOSEDTOTHRU TRAFFIC
R11-4DETOUR
M4-10
DETOUR
M4-10
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
Legend
Arrowboard (Single)
Cone
Flagger
Pot Hole
Sidewalk
Vehicles Marked Path
Work Area
Work Truck
N
FLAGGER TO ASSIST PEDESTRIAN'S
& VEHICLES AT ALL TIMES
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
WALGREENS
3011 NE SUNSET BLVD
3005 NE SUNSET BLVD
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.TRAFFIC CONTROL PLANRENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
11
NE SUNSET BLVD
RIGHT LANE CLOSURE
TRAFFIC CONTROL
TCS STAMP:
90029
8/26/2020
14 PROJECT ID NUMBER1807BDIO.65_UG_REN_90029MAP SCALE:1:50All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
EN
T
E
R
/
E
X
I
T
O
P
E
N
SI
DEWALK
AREA
W4-2
35MPHNE SUNSET BLVD.
ROADWORKAHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
R
X
X
X
L
B
25MPHNE 12TH ST.
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
Legend
Arrowboard (Single)
Cone
Flagger
Pot Hole
Sidewalk
Vehicles Marked Path
Work Area
Work Truck
N
ROADWORKAHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
WALGREENS
3011 NE SUNSET BLVD
RITE AID
3116 NE SUNSET BLVD
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.RENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
12
TCS STAMP:
90029
NE SUNSET BLVD &
NE 12TH ST INTERSECTION
RIGHT LANE CLOSURE WITH
UNIFORMED POLICE OFFICERTRAFFIC CONTROL
8/26/2020
14PROJECT ID NUMBER1807BDIO.65_UG_REN_90029TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
EN
T
E
R
/
E
X
I
T
O
P
E
N
SI
DEWALK
AREA
W4-2
35MPHNE SUNSET BLVD.
ROADWORKAHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
X
X
X
L
B
25MPHNE 12TH ST.
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
Legend
Arrowboard (Single)
Cone
Pot Hole
Sidewalk
Vehicle Marked Path
Work Area
Work Truck
N
11'
10'
ROADWORKAHEAD
W20-1
RIGHT LANE
CLOSEDAHEAD
W20-5 W4-2
LXXX
W4-119 (L)
W4-119 (L)
OR
OR
ROADWORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
WALGREENS
3011 NE SUNSET BLVD
RITE AID
3116 NE SUNSET BLVD
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.RENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
13 14
TCS STAMP:
90029
NE SUNSET BLVD &
NE 12TH ST INTERSECTION
RIGHT LANE CLOSURE WITH
UNIFORMED POLICE OFFICER
TRAFFIC CONTROL
8/26/2020PROJECT ID NUMBER1807BDIO.65_UG_REN_90029TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
SI
DEWALK
AREA 25MPHNE 12TH ST.
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
Legend
Arrowboard (Single)
Cone
Pot Hole
Sidewalk
P
Uniformed Police Officer
Vehicle Marked Path
Work Area
Work Truck
N
P 10'
11'
SI
DEWALK
AREA
35MPHNE SUNSET BLVD.
ROADWORKAHEAD
W20-1
X
X
X
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
P
ROADWORKAHEAD
W20-1 W20-7a
XXXXLBW4-119 (L)
OR
ROADWORKAHEAD
W20-1
W20-7a
W20-7a
BE
PREPARED
TO STOP
W20-9A
BE
PREPARED
TO STOP
W20-9A
X
X
X
XXX
BE
PREPARED
TO STOP
W20-9A
LEFT LANECLOSEDAHEAD
W20-5
ROAD
WORK
AHEAD
W20-1W4-2
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
WALGREENS
3011 NE SUNSET BLVD
RITE AID
3116 NE SUNSET BLVD
W20-7a
www.invarion.com
MFP21001282
PROJECT ID NUMBER
PERMITTING ENTITY
PROJECT LOCATION
SCOPE OF WORK:
DRAWN BY:
DATE:
SHEET OFMCI METROACCESS TRANSMISSION SERVICES, CORP.RENTON
SUNSET BLVD. NE &
HARRINGTON BLVD. NE
CLM
8/26/2020
14 14
NE SUNSET BLVD &NE 12TH ST INTERSECTION
RIGHT LANE CLOSURE WITH
UNIFORMED POLICE OFFICERTRAFFIC CONTROL
TCS STAMP:
90029
FLAGGER SHALL ASSIST PEDESTRIAN'S
AT ALL TIMES BY STOPPING TRAFFIC
AND ALLOWING PEDESTRIAN'S TO CROSS
ROADWAY TO SAFETY.PROJECT ID NUMBER1807BDIO.65_UG_REN_90029TRAFFIC CONTROL PLANMAP SCALE:1:50All Signs & Spacing to conform to the MUTCD/WAC & The City of Renton Codes and Standards
SI
DEWALK
AREA
W4-2
35MPHNE SUNSET BLVD.
WALGREENS
3011 NE SUNSET BLVD
ROAD
WORK
AHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
R
XXXLB
25MPHNE 12TH ST.
SHORT-TERM STATIONARY WORK
UNDERGROUND CONDUIT INSTALLATION
TRAFFIC CONTROL PLAN:
Legend
Arrowboard (Single)
Cone
Flagger
Pedestrian Re-Route
Pot Hole
Sidewalk
Sign StandVVault Area
Work Area
Work Truck
N
10'
11'
V
SIDEWALKCLOSED
R9-9
SIDEWALKCLOSED
R9-9
ROAD
WORK
AHEAD
W20-1
ROADWORKAHEAD
W20-1
ROADWORKAHEAD
W20-1
RITE AID
3116 NE SUNSET BLVD
SIDEWALK
CLOSED
AHEAD
R9-11
DETOUR
M4-9b
DETOUR
M4-9b(L)
MPH TAPER SIGN SPACING TAPER TAGENT
SHIFT TAPER = 1/2 TAPER
SHOULDER TAPER = 1/3 TAPER
25 105'200'20'40'
MPH TAPER SIGN SPACING TAPER TAGENT
35 225'350'30'60'
www.invarion.com
MFP21001282
MCImetroACCESS TRANSMISSION SERVICES, CORPOUTSIDE PLANT CONSTRUCTIONENGINEERING SERVICESSEFNCOCOMMUNICATIONSRIGHT-OF-WAY CONSTRUCTION PERMITMCI PERMIT NUMBER: 1807BDIO.65_UG_REN_90029SITE SPAN NFID: 1807BDIO.65CAPITAL PROJECT: 072443-001RENTON, WASHINGTONUNDERGROUND FIBER INSTALLATION2169' OF 2" CONDUIT BY DIRECTIONAL BORE,3 VAULTSWARE-KENNYDALE CRAN HUB TOWARE-CENTRAL RENTONMFP21001282This permit is for Major construction work in the ROW and will be billed at an additional$60/HR for inspections. After hours and weekend work will be billed at $125/HRPOTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDSPre-Construction meeting required
864CT
864CT
864CT
864CT
864CT
864CT
864CT
864CT
864CT
864CT
864CT
864CT
Structure
I
D
:
No
n
e
,
Dimension
s
:
3
6X
6
0
X3
6
1311386.6
3
9
4
9,
1
8
6
49
1
.
5
45
8
5
9H H
H H
H H
H H
H HH H
H H
H H
H H
TRENCH
TRENCH
TRENCH
DBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDB
T
TC
T
T
TTT
T
C CT
C
C
T
CT
T
T T TTTTTT
TT
T
T
G
G
GG
PTSTS
TS
TS
TS
SL
SL
SL
SL
SL
SL SL
SL
SL
SL
SL
SL
SL
SL
SLSL
SLSL
SLSL
SLSL
SLSL
SL
SL
SL
SL
SLSLSLSL
SL
SL
SLSL
SLSLSLSL SLSL SL SL SL SL SL SL SL SL SL SLSL SLSL SLSL SL
SL
SL
SL
SL
SL
SLSL
TSPTS
P TS
P
P
P
P
P
P
P
P
P
P P P P P P P SL PPP P
P
PPP
P
P
P
P
P
P
P
P
P
P
P
PPP
P
P PP
PPPP P P
P
P
P
P
SL PP
P
P
P
P
P
P
P
P
TS
PP TS
TSPP
TS
PP
PPP
PPPP
P
TS
P
PPTS
P
TSPP
PP
TS
P
TS
P
PPPPPPP
PP
TS
P
TS
P
PTS
PTS
P
TS
PP
P?
TSTSTSTSTS
P TS
P?
TS TSTS
P
TS TSTSTS
PTSTSTSTS
P
SL
P
SL
PTSSLSL
P
SL
P
TS
P
SLTSSL
P
TS SL
TS TS
TSTS
TSTS
TSR/WR/WR/WR/W
R/W
R/W
R/WR/WR/W
R/W
R/W
R/W
R/W R/W R/W
R/W R/WR/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/WR/WR/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/WR/WR/W
R/W
R/W
R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/WR/WR/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/W
R/W
R/W
R/W
R/WR/WR/WR/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
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15.5'
17.23'256.23'
530.19'
569.04'
748.46'
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FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOCFOCFOC FOC
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FOCFOCFOCFOCFOCFOCFOCFOCFOC
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EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
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EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
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SWSWSWSWSWSWSWSWSWSWSWSWSW
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13'19'12'15'HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_900292D.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTS VICINITY MAPSHEET INDEX01COVER SHEET02VICINITY MAP, CONTACTS & SHEET INDEX03GENERAL NOTES04LEGEND05SHEET OVERVIEW06-10SITE PLAN11-14TYPICALSCITY OF RENTONDEPARTMENT OF PUBLIC WORKSPHONE: 425-430-72041055 S GRADY WAYRENTON, WA 98057BEGINENDSTA. 56+37STA.76+772621 NE SUNSET BLVD3123 NE SUNSET BLVDJURISDICTIONOWNERSNAME OF FIRM: MASTEC NORTH AMERICAENGINEERING MANAGER: GERALD LUKEPHONE: 503-206-1280EMAIL: GERALD.LUKE@MASTEC.COMENGINEERING CONTRACTORNAME OF FIRM: MCI METRO ACCESSTRANSMISSION SERVICES, CORP.PROJECT ENGINEER: BILL JENNESSPHONE: 425-457-6852EMAIL: WILLIAM.JENNESS@VERIZON.COMCONSTRUCTION CONTRACTORCONTACTSNAME OF FIRM: MASTEC NORTH AMERICACONSTRUCTION MANAGER: KEVIN KINDLEPHONE: 253-606-5423EMAIL: KEVIN KINDLE@MASTEC.COMNAME OF FIRM: MASTEC NORTH AMERICAPROJECT MANAGER: JUAN FORONDAPHONE: 253-266-4037EMAIL: JUAN.FORONDA@MASTEC.COMPERMITTING CONTRACTORFeet06001200MFP21001282
HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_900293D.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATION GENERAL NOTESNTSNTSTHE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO HEREBY DISCLAIMS ANYRESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THE AREACOVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THELOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION.1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEEDSITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTIONREGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEENTHESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARDSHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BYTHE LOCAL JURISDICTION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BEPROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON ASBEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THECONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTIONPOINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESEPLANS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLEAGENCIES. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIORTO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLICIMPROVEMENTS IF REQUIRED.4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITYCOMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURINGCONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUMDISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIESAFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.5.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THEAPPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSIONAGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO:EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.7.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HISSUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOTIDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEERIMMEDIATELY.8.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,UNLESS SPECIFICALLY STATED OTHERWISE.9.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE LOCAL JURISDICTION, THE CONTRACTORSHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL.PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALLBE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAIDPLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH LOCALJURISDICTION.10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THECOMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BEPROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE ANDCLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORDDRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALLTIMES.13.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONALINFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.14.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OFCONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED INGOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITHHARD SURFACE OR LANDSCAPING.15.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTIONENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.16.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNINGOF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATEDEQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION.17.CALL THE "CALL BEFORE YOU DIG" NUMBER 48HRS IN ADVANCE AT 1-800-424-5555 PRIOR TO DIGGING.RENTON1.ALL METHODS AND MATERIALS SPECIFICATION SHALL MEET ALL CITY OF RENTON STANDARDS.2.ALL RENTON STANDARD DETAIL DRAWINGS CAN BE FOUND AT THE FOLLOWING WEBSITE:https://edocs.rentonwa.gov/Documents/Browse.aspx?startid=13637033.ALL ASPHALT REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL -SECTION F 110.0-110.2.4.ALL SIDEWALK REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTON STANDARD DETAIL- SECTION F 102.0.5.ALL CURB AND GUTTER REPAIR TO BE DONE IN ACCORDANCE WITH RENTON STANDARDS. SEE RENTONSTANDARD DETAIL - SECTION F 103.0.6.UTILITY LOCATIONS SHOWN ON THIS PLAN ARE BASED ON DOCUMENT RESEARCH AND FIELD EVALUATION. THEINFORMATION MAY NOT BE ACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLYLOCATE AND VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION PATH. ALLINSTALLATIONS MUST COMPLY WITH MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM UTILITIES.MFP21001282
HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002904D.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATION LEGENDTELECOMMUNICATIONSANITARY SEWERGAS LINEWATERSTORM DRAINRECYCLED WATERELECTRICALRAILROADRIGHT OF WAYDITCH LINECENTER LINEEDGE OF PAVEMENTFACE OF CURBPROPERTY LINELIP OF GUTTERGUARDRAILFENCEINNERDUCT1_4" HDPE2_2" PVC1_4" PVC1_2" PVCSDSDWWSSSSGGEETTR/WLIPSWEOPFOCRWRW1-4'' PVC1-4'' PVC1-2'' PVC1-2'' PVC1-4'' HDPE2-2'' PVC2-2'' PVC2_2" HDPE1_2" HDPETRENCHEXISTING AERIAL STRANDDIRECT BORE2-2'' HDPEDBDB1-2'' HDPEAAPROPOSED AERIAL STRAND AAEXISTING UNDERGROUND MCIPROPOSEDEXISTING VERIZONBASE LAYERSEXISTING UTILITIESNTSNTSEXISTING UTILITIES SYMBOLS POWER HANDHOLEPOWER MANHOLEPOWER CABINETSTREET LIGHT HANDHOLEPOWER SIDEWALK GUY SEWER CLEANOUTSTORM CATCHBASIN STORM MANHOLEWATER VALVEWATER METERTELECOM MANHOLETELECOM HANDHOLETELECOM CABINETTRAFFIC SIGNAL MANHOLETRAFFIC CABINETTRAFFIC SIGNAL PEDESTALPOWER VAULTSTREET LIGHT POLETRAFFIC SIGNAL VAULTTRAFFIC SIGNAL HANDHOLESIGN POSTPARKING METERCATV MANHOLECATV HANDHOLEPOWER PEDESTALGAS METERTEST VALVETRAFFIC LOOP DETECTORCATV PEDESTALBOLLARDWATER MANHOLETRAFFIC SIGNAL POLEPOWER GUYTRAFFIC DETECTORADA RAMPPEDESTAL(UNKNOWN UTILITY)MANHOLECULVERTFIRE HYDRANTGAS VALVE(UNKNOWN UTILITY)POWER ANCHORPOWER POLESEWER MANHOLETELECOM POLETELECOM PEDESTALPROPOSED VAULTPROPOSED ANCHORPROPOSED GUYPROPOSED MANHOLEPROPOSED SIDEWALK ANCHOR & GUYPROPOSED SYMBOLS ADA RAMP COMPLIANCEEXISTING MCI VAULTEXISTING MCI SPLICEEXISTING MCI ANCHOREXISTING MCI GUYEXISTING MCI MANHOLEEXISTING MCI SIDEWALK ANCHOR & GUYGAS TEST POINTGAS MANHOLEPOWER UNKNOWN STORM CLEANOUTSTORM DRAIN VALVESTORM DRAIN UNKNOWN WATER UNKNOWNWATER WELLWATER PUMPWATER VAULTWATER RESERVOIRSEWER CATCHBASIN WATER SAMPLING STATIONOTHER UNKNOWNSTORM ACCESS POINTSEWER VALVESEWER VAULT SEWER UNKNOWN SUB STATIONTRANSIT STOPSTORM DRAIN VAULT TREE PMHVLP=MHVLP=PPPPPP?PSLSLTSTSTSTSTSTSCCCTTTP=??TTSSSCSDD?DCDWWWWWVW?WELLPUMPGGGTLTLSDSSSSSS?SDPROPOSED RISEREXISTING MCI SYMBOLS POTHOLECA-MKRCABLE MARKERMFP21001282
864CT
864CT
864CT
864CT
864CT
864CT
HH569.04'
748.46
'HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002905D.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATION NLOCATION OVERVIEWENDSHEET# 09
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ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002906SEE SCALED.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATION NCONSTRUCTION NOTES1121703MOBW.013_UG_RENTON_90028EXISTING VAULT IN PARKWAYFeet040805'10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.1:20GENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF GARDEN AVE N AND NSOUTHPORT DRREFER TO CITY OF RENTON TREEPROTECTION STANDARDSEX UG GAS25 DEGREEANGLE OF ENTRY25 DEGREEANGLE OF ENTRYPL. 300' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVER34DIG BORE PITPL. 300' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVEREX UG WATEREX UG POWEREX UG SEWEREX UG STORMEX UG POWEREX UG STORMBORE PIT58+28MFP21001282move outside of treeroot zonestay 4’ feet below grade, don’t position the boringequipment on the root plates close to the trees (stayoutside of drip lines in other words) and haveaccess/connection pits outside of driplines as well.Spoil shall be removed as soon as possible and notstored on top of root plates.
TSSLSLSLSLSLSLSLPPPPPPPPPPPPTSR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD
SSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSDSDSDSDSDSD
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FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWW WWWWWWWWW
WWWWWWWWWWSD SD SD 60+0061+0062+0063+0064+00300'NE 10TH STNE SUNSET BLVDDRIVEWAYDRIVEWAYDRIVEWAY97'57'2800 NE SUNSET BLVD2801 NE 10 ST2801 NE SUNSET BLVD28'5'16'21'8'13'GGEEEEEEEEE E E E EEEEEE
EEEDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDB(300')12163+0061+0062+0064+00HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002907SEE SCALED.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATION N1:201CONSTRUCTION NOTES2DIG BORE PITPL. 300' (1) 2" HDPE VIA BOREWITH MINIMUM 36" COVERGENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF GARDEN AVE N AND NSOUTHPORT DRREFER TO CITY OF RENTON TREEPROTECTION STANDARDS5'10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.25 DEGREEANGLE OF ENTRY25 DEGREEANGLE OF ENTRYEX UG WATEREX UG STORMEX UG POWERBORE PIT58+28EX UG STORMEX UG WATEREX UG STORMEX UG WATERBORE PIT64+06Feet04080MFP21001282stay 4’ feet below grade, don’t position the boringequipment on the root plates close to the trees (stayoutside of drip lines in other words) and haveaccess/connection pits outside of driplines as well.Spoil shall be removed as soon as possible and notstored on top of root plates.
H HSLSLSLSLPPPPR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WS?SSSSSSSDSDSDSDSDSDSDSDSDSDWSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD SD
SDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSWWWWR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW65+0066+0067+0068+00DRIVEWAYDRIVEWAY1295'NE SUNSET BLVD2813 NE SUNSET BLVD97'60'30'2812 NE SUNSET BLVD2809 NE SUNSET BLVD4'3'DBDBDBVL12'15'76'2345300'65+0066+0067+0003+0068+00HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002908SEE SCALED.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATION N1:201CONSTRUCTION NOTES2345DIG BORE PITPL. 76' (1) 2" HDPE VIA BOREWITH MINIMUM 36" COVERGENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF GARDEN AVE N AND NSOUTHPORT DRREFER TO CITY OF RENTON TREEPROTECTION STANDARDSDIG BORE PIT AND PL. NEW36"X60"X48" VAULT IN SIDEWALKSEE SHEET 11 FOR VAULT DETAILSPL. 295' (1) 2" HDPE VIA BOREWITH MINIMUM 36" COVERPL. 300' (1) 2" HDPE VIA BOREWITH MINIMUM 36" COVER25 DEGREEANGLE OF ENTRY25 DEGREEANGLE OF ENTRYEX UG WATEREX UG STORMEX UG WATER5'10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.BORE PIT67+80Feet04080STA: 64+84BOREPIT/INSTALL (1)36"x60"x48" VAULT &TUBULAR CABLE MARKERCA-MKR
MFP21001282stay 4’ feet below grade, don’t position the boringequipment on the root plates close to the trees (stayoutside of drip lines in other words) and haveaccess/connection pits outside of driplines as well.Spoil shall be removed as soon as possible and notstored on top of root plates.
SLSLSLSLSLPPPPPR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSSSSSSSSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD
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SSSSSSSSSSSSSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSDSDSDSDSDSDSDSDSDSDSDWWWWWWSDSDSDSDSDSDSDSD
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FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSS
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SS 69+0070+0071+0072+00NE SUNSET BLVDDRIVEWAYDRIVEWAY(300')2833 NE SUNSET BLVD96'57'28'2825 NE SUNSET BLVD2844 NE SUNSET BLVD2950 NE SUNSET BLVD256'1271+0072+0070+0069+00KIRKLAND AVE NEHORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002909SEE SCALED.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATION N1:20EX UG WATEREX UG STORM5'10'15'ACTUAL UTILITY DEPTHS WILL BEVERIFIED DURING CONSTRUCTIONPOTHOLING.1CONSTRUCTION NOTES2DIG BORE PITGENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF GARDEN AVE N AND NSOUTHPORT DRREFER TO CITY OF RENTON TREEPROTECTION STANDARDSPL. 256' (1) 2" HDPE VIA BOREWITH MINIMUM 36" COVEREX UG STORMEX UG STORMBORE PIT70+80Feet04080MFP21001282stay 4’ feet below grade, don’t position the boringequipment on the root plates close to the trees (stayoutside of drip lines in other words) and haveaccess/connection pits outside of driplines as well.Spoil shall be removed as soon as possible and notstored on top of root plates.
H HTCTSSLSLSLSLSLSLSLPPPPPPPTSPPTSTSPPTSR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSDSDSDSDSDSDSDSDSDSDSDSDSD
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FOCFOCFOCFOCFOCSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBDBMCIMCIMCIWWWWWWWWWWWWWW
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0 73+0074+0075+0076+0077+00NE SUNSET BLVDNE 12TH STDRIVEWAYDRIVEWAY3218'VL5121'58'121'59'3005 NE SUNSET BLVD3011 NE SUNSET BLVD3123 NE SUNSET BLVD36'3'26'GGGGGGGGGGGGGGEEEEEEEEEEEEEEEEVL4(256')124'2171+0072+0070+0069+00HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002910SEE SCALED.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATION N1:201CONSTRUCTION NOTES23PL. 124' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVERGENERAL NOTESCONTRACTOR TO CONFIRM ANDMAINTAIN CLEARANCE OF STRUCTURESCONTRACTOR SHALL FIELD VERIFYLOCATION AND DEPTH OF ALL EXISTINGUTILITIES WHERE NEW FACILITIESCROSS. ALL UTILITY CROSSINGSMARKED OR SHOWN ON THE DRAWINGSSHALL BE POTHOLED USING HAND TOOLSOR OTHER NON-INVASIVE METHODSPRIOR TO EXCAVATING OR BORING.00+00 STATIONING AT CENTER OFINTERSECTION OF GARDEN AVE N AND NSOUTHPORT DRREFER TO CITY OF RENTON TREEPROTECTION STANDARDSDIG BORE PITDIG BORE PIT AND PL. NEW36"X60"X48" VAULT IN LANDSCAPESEE SHEET 11 FOR VAULT DETAILS45PL. 218' (1) 2" HDPE VIA BORE WITHMINIMUM 36" COVERDIG BORE PIT AND PL. NEW36"X60"X48" VAULT IN SIDEWALKSEE SHEET 11 FOR VAULT DETAILSEX UG WATEREX UG STORMEX UG SEWEREX UG GASBORE PIT73+36EX UG WATEREX UG STORMEX UG WATEREX UG POWERFeet04080STA: 74+60BOREPIT/INSTALL (1)36"x60"x48" VAULT &TUBULAR CABLE MARKERSTA: 76+78BOREPIT/INSTALL (1)36"x60"x48" VAULT &TUBULAR CABLE MARKERCA-MKRMFP21001282make sure you finalize bore in thefuture planter strip area, inorder to minimize re-work. see theapproved civil plans:https://edocs.rentonwa.gov/Documents/DocView.aspx?id=8154736&dbid=0&repo=CityofRentonstay 4’ feet below grade, don’t position the boringequipment on the root plates close to the trees (stayoutside of drip lines in other words) and haveaccess/connection pits outside of driplines as well.Spoil shall be removed as soon as possible and notstored on top of root plates.
HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002911D.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTS 36"X60"X48" VAULT TYPICAL ARMORCASTMCIMFP21001282
HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002912D.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTSMFP21001282
SUITABLE DIRTBACKFILLCRUSHED ROCK TYPICALEXCAVATION PITPROFILEPLAN7' - 0"5' - 0"EMS MARKER(ONE SIDE ONLY)CRUSHED STONEPVC. BSP/GSPOR HDPECONDUIT (TYP.)EXISTING GRADESUITABLE DIRTBACKFILL5' - 0"12" -
18"25.25"4.75"
12"HANDHOLEHORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002913D.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTSCONSTRUCTION DETAILSCROSS SECTION OF PROPOSED HDPETYPICAL DETAILOPTIC CABLEPROPOSED FIBERPROPOSED1-2" HDPE DETAIL ABORE PITTYPICAL DETAILEVACUATION FOR HANDHOLES WILL ALSOBE USED FOR BORE / RECEIVING PITS WHENPRACTICAL TO MINIMIZE DISTURBANCE.PROTECT NEARBY DOWNSTREAM STORM DRAININLETS FROM POTENTIAL CONTAMINATION DUE TOCONSTRUCTION. SEE SHEET "BMP" FOR EXAMPLE OFTYPICAL INLET PROTECTION MEASURES.ASPHALT / CONCRETE PATCH-DEPTH TO MATCHEXISTINGTEE TYPE PATCHDETAIL B6'4'ACTUAL DIMENSIONS MAY VARYDEPENDING ON FIELD CONDITIONS.VACUUM SLURRY FROM BORING OPERATIONSAS NEEDED TO ELIMINATE SEE PAGEINTO STREETS AND DRAINS.48"36"11 1/4"MFP21001282
HORIZ:VERT:SHEETOFDATE:ENGINEER:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF MCI COMMUNICATION SERVICES, INC. BOTHBEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.MCI METRO
ACCESS TRANSMISSION SERVICES, CORP.
SITE NAME:SCALESEFNCOCOMMUNICATIONSLOCATION ADDRESS:
MASTEC ID NUMBER:P.E. STAMPDRAWN BY:DATE14REVISIONSDATEDESCRIPTIONINITIALOUTSIDE PLANT CONSTRUCTION
WARE-KENNYDALE CRAN HUB
TO WARE-CENTRAL RENTON
2705 NE SUNSET BLVD
RENTON, WA 98057
1807BDIO.65_UG_REN_9002914D.V.N.T.12/11/2020REN UNDERGROUND FIBER INSTALLATIONNTSNTS CONSTRUCTION DETAILS/TYPICALSTYPICAL DIRECTIONAL BORE DETAILFOR CONDUITDIRECTIONAL BORE CROSS SECTIONCOVERHDPE's, AS SPECIFIED & CONDUIT AS SPECIFIED FIBER OPTIC CABLEINNERDUCTS AND/OR E/W ANY NUMBER OF EXISTING GRADETYPICAL DETAIL4" DIAMETER TO SEAL GAP BETWEEN 2" CONDUIT AND PVC SLEEVE.EPOXY GROUT IS USED AT BOTH ENDS OF CORE BORE (WHERE OCCCURS)CORE BORENOTE:HEADWALL DIAM. CORE BOREEPOXIED INTO 5" SCHEDULE 40 GIP/GRC CONCRETE OR ROCK 4" CORE BORE2" CONDUITTYPICAL DETAILDIRECTIONAL BORE CROSS SECTIONFOR JOINT CONDUITCOVERCONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLEEXISTING GRADETYPICAL DETAILBACAAMFP21001282