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HomeMy WebLinkAboutMFP23002741.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP23002741
IVR Number: 23002741
Permit Information
Permit Name: N.973435
Address/Location:05/24/2023Application Date:3779200090Parcel Number: 550 MONSTER RD SW
Permit Type:06/07/2023Issue Date:Franchise
Permit Work Class:06/06/2024Expiration Date:Major Utility
Job Number: N.973435Franchise Type:Telephone
Description: Lumen to access 10 vaults (MH113, MH110, MH116, MH117, MH120, MH169, MH661, MH665, MH668, and MH351),
digging a 4x4 pit to intercept conduit, and trenching of approx. Pothole all existing utilities. Restoration per City of
Renton standards.
Contacts
Name Address PhoneTypeBilling
Prime Electric Inc 3460 161ST Ave SE
Bellevue, WA 98008
Applicant
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549ApplicantX
Stephen Neumann
Fibe Solutions
604 W Meeker St., Suite 103
KENT, WA 98032
C: (425) 753-1916Applicant
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549Contact
Jesse Patjens
CenturyLink / Lumen
23315 66th Ave S
Kent, WA 98032
Contact
Kim Parker
QWest Corporation
931 14th St, Suite 1000A
Denver, CO 80202
B: (303) 992-0752Contact
Michael Smith
North Sky Communications
21320 84th Ave S
Kent, WA 98032
C: (206) 305-5881Contractor
Business License Number: 36846Construction Contractor: NORTHSC857Q4
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
QWest/Century Link - Billing 23315 66th Ave S
Kent, WA 98032
Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
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].”
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
Tawnya Longfellow
22517 88th ave S Kent/WA 98031
Project Name: N.973435 Permit #:
Site Address: 550 Monster Rd
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company: Northsky Communications
Lumen to access 10 vaults: MH113, MH110, MH116, MH117, MH120, MH169, MH661,
MH665, MH668, and MH351. Dig a 4'x4' pit to intercept conduit, and trench approx. 60' in
dirt on to private property. This will be a disturbance of surface with restoration.
6/24/2023 10/24/2023
MFP23002741
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 6/7/2023
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)
Austin Sweeney
Austin Sweeney 5/24/2023
ADVANCE WARNING ARROW PANEL
SHIFTING TAPER = 1/2 L
SHOULDER TAPER = 1/3 L
≤ 40 MPH L=WS²
60
≥ 45 MPH L=WS
S = SPEED (MPH)
L = TAPER LENGTH (FT.)
W = WIDTH OF LATERAL SHIFT (FT.)
BUFFER LENGTH
GENERAL NOTES
1. PROJECTS WITH AN EXISTING SPEED LIMIT GREATER THAN 55 MPH MAY TEMPORARILY
REDUCE BY 10 MPH OR TO 55 MPH, WHICHEVER IS LOWER, WITH THE CONCURRENCE
FROM THE CHIEF TRAFFIC OPERATIONS ENGINEER. ANY TEMPORARY REDUCTIONS TO A
SPEED LOWER THAN 55 MPH MAY BE REDUCED WITH CONCURRENCE FROM THE CHIEF
TRAFFIC OPERATIONS ENGINEER AND A RECOMMENDATION FORWARDED BY TRAFFIC
OPERATIONS TO THE DIRECTOR FOR APPROVAL.
2. THE W1-3 SIGNS SHALL BE USED WHEN THE RECOMMENDED SPEED ON A CURVE IS 30
MPH OR LESS, THE W1-4 SIGNS SHALL BE USED WHEN THE RECOMMENDED SPEED IS 35
MPH OR GREATER.
3. THE W6-3 AND R4-1 SIGNS SHALL BE INSTALLED ALTERNATELY AT 0.5 MILE INTERVALS
WHEN THE LENGTHS OF CROSSOVERS EXCEED 0.5 MILE.
4. ALL REGULATORY SIGNS (R SERIES) SHALL BE BLACK ON RETRO REFLECTIVE WHITE.
5. ALL WARNING SIGNS (W SERIES) SHALL BE BLACK ON RETRO REFLECTIVE ORANGE.
6. WARNING SIGNS SHALL BE A MINIMUM OF 3'x3' FOR TOP SPEEDS OF 45 MPH OR LESS,
R2-1 SHALL BE 4'x5'.
7. WARNING SIGNS SHALL BE A MINIMUM OF 4'x4' FOR SPEEDS OF 50 MPH OR GREATER,
R2- SHALL BE 4'x5'.
8. ALL DEVICE SPACING SHALL BE DESIGNED BASED ON WORK ZONE SPEEDS
SCOPE OF WORK
THIS TRAFFIC CONTROL PLAN IS FOR THE FOLLOWING
ROAD ENROACHMENTS IN CITY OF #### RIGHT OF WAY.
WORK LOCATION:
333 SW 7TH ST, RENTON, WA 98057,
UNITED STATES
208-916-8054
CHRISTIAN DOHERTY
CITY OF RENTON
MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
300'
BUFFER SPACE
245'
MERGING TAPER
250'
NTS
250'NTS100'NTS30'
MAX 12'MINROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1100'NTSROAD
WORK
AHEAD
W20-1
LANECLOSED
C30(CA)
LANECLOSED
C30(CA)
SW 7TH ST
30 MPH
PVT RD25 MPHPVT RD25 MPH30'
MAX
LANECLOSED
C30(CA)
MH113
MH
SW 7TH ST
30 MPH SW 7TH ST
30 MPH
1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTYMATCH TO SHEET - 02MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
250'
NTS
250'
NTS
250'
NTS
250'NTSROAD
WORK
AHEAD
W20-1
ROADWORKAHEAD
W20-1
W4-2R
RIGHT LANECLOSEDAHEAD
W9-3R100'NTSROAD
WORK
AHEAD
W20-1
SW 7TH ST
30 MPH
SW 7TH ST
30 MPH
LIND AVE SW30 MPHMATCH TO SHEET - 011. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTY
MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 250'NTSROAD
WORK
AHEAD
W20-1100'NTSROAD
WORK
AHEAD
W20-1
SW 7TH ST
30 MPH
LIND AVE SW30 MPH30'
MAX
30'
MAX
100'NTSROAD
WORK
AHEAD
W20-1
SENECA AVE SW25 MPH250'
NTS
ROAD
WORK
AHEAD
W20-1
12'MINLANECLOSED
C30(CA)
LANECLOSED
C30(CA)
WORK ZONE
MH110
MH
MH116
MH
MH117
MH
SW 7TH ST
30 MPH
SW 7TH ST
30 MPH
12'MIN1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTYMATCH TO SHEET - 04MFP23002741
Additional approval
will be needed from
BNSF for work near
their tracks.
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 100'NTSROAD
WORK
AHEAD
W20-1
30'
MAX 30'
MAX
30'
MAX
200'
BUFFER SPACE
245'
MERGING TAPER
30'
MAX
THOMAS AVE SW25 MPH12'MIN12'MINLANECLOSED
C30(CA)
LANECLOSED
C30(CA)
LANECLOSED
C30(CA)
LANECLOSED
C30(CA)
SW 7TH ST
30 MPH
MH120
MH
SW 7TH ST
30 MPHSW 7TH ST
30 MPH
1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTYMATCH TO SHEET - 05MATCH TO SHEET - 03MFP23002741
Additional approval
will be needed from
BNSF for work near
their tracks.
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
W4-2R
250'
NTS
250'
NTS
250'
NTS
ROADWORKAHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W9-3R 100'NTSROAD
WORK
AHEAD
W20-1100'NTSROAD
WORKAHEAD
W20-1
POWELL AVE SW25 MPHPOWELL AVE SW25 MPHSW 7TH ST
30 MPH
SW 7TH ST
30 MPH
1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTY MATCH TO SHEET - 04MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
250'
BUFFE
R
S
P
A
C
E
245'MER
GI
N
G T
A
PE
R 100'NTSROADWORKAHEAD
W20-1 NACHES AVE SW25 MPHROAD
WORKAHEAD
W20-1100'NTSROAD
WORKAHEAD
W20-1
PVT RD25 MPH100'NTSROAD
WORK
AHEAD
W20-1PVT RD25 MPHLANECLOSED
C30(CA)
LANECLOSED
C30(CA)
LANECLOSED
C30(CA)
LANECLOSED
C30(CA)
30'
MAX
30'
MAX
12'MIN12'MINWORK AREA
100'NTSMH661
MH
SW 7
T
H
S
T
30 M
P
H
1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTY
MATCH TO SHEET - 08 MATCH TO SHEET - 07MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 100'NTSROAD
WORK
AHEAD
W20-1100'NTSROAD
WORKAHEAD
W20-1
POWELL AVE SW25 MPHPOWELL AVE SW25 MPH250'
NTS
ROAD
WORK
AHEAD
W20-1
SW 7TH ST
30 MPH
30'
MAX
MH169
MH12'MINSW 7TH ST
30 MPH
1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTYMATCH TO SHEET - 06MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
ROAD
WORK
AHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W9-3R
W4-2R
SW 7
T
H
S
T
30 M
P
H
250'NTS 250'
NTS
25
0
'
N
T
S
ROAD
WORK
AHEAD
W20-1
250'NTS
ROAD
WORK
AHEAD
W20-1
SW 7
T
H
S
T
30 MPH
O
A
K
E
S
D
A
L
E
A
V
E
S
W
35
M
P
H
OAKESDALE AVE
SW35 MPH250'NTS1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTY
MATCH TO SHEET - 06
MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
ROADWORKAHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W9-3R
SW 7T
H ST30 MP
H
250'NTS25
0
'
N
T
S
ROAD
WORK
AHEAD
W20-1
250'NTS
ROAD
WORK
AHEAD
W20-1
SW
7
T
H
S
T
30 MPH
O
A
K
E
S
D
A
L
E
A
V
E
S
W
35
M
P
H
OAKESDALE AVE
SW35 MPH
30'
MAX
250'
NTS
ROAD
WORK
AHEAD
W20-1
WOR
K
A
R
E
A
1
2
'MIN
W4-2R
MH
MH 665
1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTY
MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
W4-2R
RIGHT LANECLOSEDAHEAD
W9-3R
250'
BUF
F
E
R
S
P
A
C
E
250'
NTS
250'
NTS
250'
NTS
WO
R
K
ZO
N
E
ROADWORKAHEAD
W20-1
LANECLOSED
C30(CA)
LANECLOSED
C30(CA)
250'
NT
S
ROAD
WORK
AHEAD
W20-1
35'
MAX
35'
MAX12'MINMO
N
S
T
E
R
R
D
S
W
35
M
P
H
MH
MH 668
MONSTER RD SW
35 MPH
245'MERGING
T
A
P
E
R
1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTY
MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
MH
MH 351
WORK
AREA250'
BUFFER SPACE250'
NTS
250'
NTS
250'
NTS
W4-2R
RIGHT LANECLOSEDAHEAD
W9-3R
ROAD
WORK
AHEAD
W20-1
250'
NTS
ROAD
WORK
AHEAD
W20-1
100'NTSROAD
WORK
AHEAD
W20-1
LANECLOSED
C30(CA)
LANECLOSED
C30(CA)
MONSTER RD SW
35 MPH
12'MINMO
N
S
T
E
R
R
D
S
W
35 M
P
H
MON
S
T
E
R
R
D
S
W
35 MP
H
35'
MAX
1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTY
MFP23002741
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
MONSTER RD SW
35 MPH
MON
S
T
E
R
R
D
S
W
35 M
P
H
4X4 PIT IN DIRT
TO EXPOSE 4" UG
WORK
AREA
SHOULDERCLOSED
C30-A
250'
NTS
250'
NTS
ROAD
WORK
AHEAD
W20-1
SHOULDERWORK
W21-5
250'
NTS
ROAD
WORK
AHEAD
W20-1
35'
MAX
1. CONTRACTORS SHALL MAINTAIN ALL BUSINESS AND RESIDENTIAL ACCESS.
2. CONTRACTORS SHALL MAINTAIN ACCESS FOR ALL EMERGENCY VEHICLES.
3. "NO PARKING" SIGNS TO BE PLACED AS NEEDED 24 HOURS IN ADVANCE.
4. CONTRACTOR WILL GRADE AND MAINTAIN 12', DUST FREE TRAVEL LANES IN ALL
DETOUR ROUTES UNLESS OTHERWISE NOTED.
5. ALL DEVICES WILL BE SETUP IN ACCORDANCE WITH THE MUTCD / N-DOT
STANDARDS AND DEVICES WILL HAVE HIGH INTENSITY SHEETING.
6. CONTRACTOR WILL PLATE AND BACKFILL, PLACE BARRIER RAILS OR NON-CLIMB
FENCE AROUND ANY OPEN EXCAVATION DURING NON-WORKING HOURS.
7. ALL EXCAVATIONS WITHIN 18' OF THE TRAVEL LANE DEEPER AND WIDER THAN 1'
HAVING LESS THAN 4:1 SLOPE REQUIRE BARRIER RAIL.
8. UNPAVED DETOURS SHALL ONLY BE ALLOWED FOR 72 HOURS MAX.
9. CONTRACTORS SHALL MAINTAIN A SAFE PED. ROUTE
10. ALL TRAFFIC CONTROL MUST COMPLY WITH NRS-484.
CONTRACTORS NOTES
28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE
SLEEVE FOR DAY/NIGHT USE OR DELINEATORS IF
DAY USE ONLY
TRAFFIC CONE WITH CLIP ON SIGN
PROPOSED SIGN AND POST
SIGNALIZED INTERSECTION FLASHING ARROWBOARD
TYPE II BARRICADE W/O SIGN (3'H x 2'W)
TYPE III BARRICADE W/SIGN (5'H x 4'W)
HIGH LEVEL WARNING DEVICE WITH SIGN
FLAGGER
TOW AWAY NO STOPPING ANY TIME
WORK ZONE LIMITS
DIRECTION OF TRAFFIC
TANSAT
LEGEND
S
EXISTING DRIVEWAY
SCALE CHRISTIAN DOHERTY
MFP23002741
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB:SH OF BEFORE YOU DIG811CALL TWO WORKING DAYSRNGE:SECT:TOWN:GEO CODE:WC CLLI:TOTAL EXISTING CONDUIT USED:TOTAL NEW BORE:TOTAL NEW DIRT TRENCHESTIMATED TOTALSTOTAL NEW AERIAL:SIDEWALK (PCC) R&R:ASPHALT (AC) R&R:S.F.S.F.L.F.L.F.L.F.L.F.TOTAL NEW ASPHALT TRENCH:L.F.TOTAL NEW S/W TRENCH:L.F.3650014000100500”NVICINITY MAPSCOPE OF WORK:AT POF MANHOLE 113 SPLICE COUNT LRE27,21-22 TO 216-F [UA68] COUNT WILL FALL TO MANHOLE 110. AT MANHOLE 110SPLICE COUNT TO NEW 72-F. PLACE NEW 72-F THROUGH EXISTING CONDUIT TO MANHOLE 665. AT MANHOLE 351,INTERCEPT UG CONDUIT RUNNING NORTH ACROSS STREET, THEN TRENCH IN DIRT FROM THAT POINT TO CUSTOMERSCOMMUNICATION BUILDING. CORE DRILL THROUGH 8" EXTERIOR BRICK INTO COMM ROOM. LAND NEW FIBER INTO NEWFDP ON NEW BACK BOARD ON EAST WALL. AT MANHOLE 665 SPLICE COUNT TO 96-F [A3G9Q] COUNT WILL FALL TOMANHOLE 668. AT MANHOLE 668 SPLICE COUNT TO 96-F [SN30] COUNT WILL FALL TO MANHOLE 351. AT MANHOLE 351SPLICE COUNT TO NEW 24F, THEN TRENCH TO CUSTOMER MPOP & PLACE NEW EQUIPMENT.FIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: RICK.FERDINANDO@LUMEN.COMDRAFTED BY: MOUNTAIN LTD/DL - 03/27/2323N4E13N.973435W26226RNTNWA01550 MONSTER RDRENTON, WA 9805719FIBER ENGINEER: JEREMIAH SCHERERPHONE NO: (702) 576-3400POTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDSMFP23002741This permit is for Major construction work in the ROW and will be billed at an additional$158/HR for inspections. After hours and weekend work will be billed at $175/HR
TTEE CATV
CATV
CATV GG TS TS WW S S SD SD IRRIG IRRIG C/L C/L
R/W R/W R/W P/L P/L B/C B/C B
/C
EOP EOP TTTUSAMEEPWREETVTVVTSVWSSDVETTTXXX'XXX'XXX'XXX'XITEM #STATIONPSEPROPOSED HOAPOLE NUMBER(S) - CTL/PWR/OTHERITEM#STAHT-CL-YRXX'-X"POLE#MAKE READYEXISTING ATTACHMENTSNOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB:SH OF RNGE:SECT:TOWN:GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: RICK.FERDINANDO@LUMEN.COMFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: (702) 576-3400DRAFTED BY: MOUNTAIN LTD/DL - 03/27/2323N4E13N.973435W26226RNTNWA01550 MONSTER RDRENTON, WA 9805729MFP23002741
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: RICK.FERDINANDO@LUMEN.COMFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: (702) 576-3400MATCH SHEET 4
DRAFTED BY: MOUNTAIN LTD/DL - 03/27/2323N4E13N.973435W26226RNTNWA01550 MONSTER RDRENTON, WA 9805739 EOP EOP EOP EOP EOP EOP EOP EOP R/W EOP EOP 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 T48'53'37'41'39'39'12'9'9' GRASS5' S/W48'37'41'T20'11' EOP 720#1923059060333#1923059072225#1923059104501#1923059056440#1823059252300#1823059253150#1823059038550#182305925154'38'42'6' GRASS6' S/WSPEEDLIMITSPEEDLIMITNOTE:350' NEW 24F IN EX UG.NOTE:AT POF MANHOLE 113 SPLICE COUNT LRE27,21-22 TO 216-F[UA68] COUNT WILL FALL TO MANHOLE 110. AT MANHOLE 110SPLICE COUNT TO NEW 72-F. PLACE NEW 72-F THROUGHEXISTING CONDUIT TO MANHOLE 665.MFP23002741
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYS R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W T#2146000020
705#2146000030601#2146000041700#1823059270600#182305925444'40'8'38'32'29'8' GRASS6' S/WFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: RICK.FERDINANDO@LUMEN.COMFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: (702) 576-3400MATCH SHEET 5
MATCH SHEET 3T6'NOTE:350' NEW 24F IN EX UG.DRAFTED BY: MOUNTAIN LTD/DL - 03/27/2323N4E13N.973435W26226RNTNWA01550 MONSTER RDRENTON, WA 9805749SPEEDLIMITSPEEDLIMITNOTE:600' NEW 24F IN EX UG.44'MFP23002741
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYS700#2146100015 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 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 T875#2146100031#2146100020
710#2146000010711#08502000001000#9188000020850#91880000101100#9188000050 R/W R/W R/W 44'44'36'6'36'36'8' GRASS6' S/WFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: RICK.FERDINANDO@LUMEN.COMFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: (702) 576-3400MATCH SHEET 4
MATCH SHEET 6
T6'NOTE:600' NEW 24F IN EX UG.NOTE:600' NEW 24F IN EX UG.DRAFTED BY: MOUNTAIN LTD/DL - 03/27/2323N4E13N.973435W26226RNTNWA01550 MONSTER RDRENTON, WA 9805759SPEEDLIMITSPEEDLIMITSPEEDLIMITNOTE:500' NEW 24FIN EX UG.MFP23002741
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: RICK.FERDINANDO@LUMEN.COMFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: (702) 576-3400DRAFTED BY: MOUNTAIN LTD/DL - 03/27/2323N4E13N.973435W26226RNTNWA01550 MONSTER RDRENTON, WA 9805769SPEEDLIMITSPEEDLIMIT EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 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 EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W T18'33'44'41'39'6' S/W40'40'560#08502100001217#0850200000800#9188000145MATCH SHEET 5NOTE:500' NEW 24F IN EX UG.MATCH SHEET 7NOTE:650' NEW 24F IN EX UG.MFP23002741
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: RICK.FERDINANDO@LUMEN.COMFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: (702) 576-3400DRAFTED BY: MOUNTAIN LTD/DL - 03/27/2323N4E13N.973435W26226RNTNWA01550 MONSTER RDRENTON, WA 9805779600PARCEL #91880
0
0
1
4
3
EOP EOP R/W R/W R/W R/W R/W R/W R/W EOP T 15'150'65'46'32'6'
S
/
W
4'
G
R
A
S
S59'45'35'13
0
0
PA
R
C
E
L
#
9
1
8
8
0
0
0
1
5
3
80
0
PA
R
C
E
L
#
9
1
8
8
0
0
0
1
4
559'40'39'PARCEL #2423049098SPEEDLIMITSPEEDLIMITMATCH SHEET 6NOTE:AT MANHOLE 665 SPLICE COUNT TO 96-F [A3G9Q]COUNT WILL FALL TO MANHOLE 668.MFP23002741
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: RICK.FERDINANDO@LUMEN.COMFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: (702) 576-3400DRAFTED BY: MOUNTAIN LTD/DL - 03/27/2323N4E13N.973435W26226RNTNWA01550 MONSTER RDRENTON, WA 9805789#2423049044NOTE:AT MANHOLE 668 SPLICE COUNT TO 96-F [SN30]COUNT WILL FALL TO MANHOLE 351.D/W1200#2423049006#1323049078 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP R/W R/W R/W EOP EOP EOP 37'10'43'108'37'T60' EOP EOP EOP EOP EOP EOP EOP 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 SPEEDLIMITSPEEDLIMITMFP23002741
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: RICK.FERDINANDO@LUMEN.COMFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: (702) 576-3400DRAFTED BY: MOUNTAIN LTD/DL - 03/27/2323N4E13N.973435W26226RNTNWA01550 MONSTER RDRENTON, WA 9805799 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 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/W T38'48'30'40'550#3779200090#7229500281555#2423049120601#2423049008SPEEDLIMITNOTE:AT MANHOLE 351 SPLICE COUNT TO NEW 24F, THEN TRENCH TOCUSTOMER MPOP & PLACE NEW EQUIPMENT. AT MANHOLE 351, INTERCEPTUG CONDUIT RUNNING NORTH ACROSS STREET, THEN TRENCH IN DIRTFROM THAT POINT TO CUSTOMERS COMMUNICATION BUILDING. COREDRILL THROUGH 8" EXTERIOR BRICK INTO COMM ROOM. LAND NEW FIBERINTO NEW FDP ON NEW BACK BOARD ON EAST WALL.NOTE:60' TRENCH IN DIRT+ 2" UG + 24F.NOTE:50' TRENCH IN ASPHALT+ 24F + 2" UG.NOTE:50' TRENCH IN ASPHALT+ 24F + 2" UG.NOTE:50' NEW 24FIN EX UG.2" CONDUITPLANTER GRADESURFACE LEVEL60"MINTRENCH/BORE DETAILTRENCH PLACEMENT OF 1-2" CONDUIT - 60" MINN.T.S.2'36"MFP23002741