HomeMy WebLinkAboutMFP23004907.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23004907
IVR Number: 23004907
Permit Information
Permit Name: N.932820
Address/Location:09/26/2023Application Date:1023059133Parcel Number: 1051 CHELAN AVE NE
Permit Type:10/11/2023Issue Date:Franchise
Permit Work Class:10/10/2024Expiration Date:Minor Utility
Job Number: N.932820Franchise Type:Telephone
Description: Lumen to access 1 PED, trench approx. 330', and remove aerial cable from 5 poles. This will be a disturbance of
surface with restoration. Pothole all existing utilities. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Nathan Macleod
Lumen
7850 S Trafton St, Bldg B
Tacoma, WA 98409
C: (253) 583-6283Applicant
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549ApplicantX
Kim Parker
QWest Corporation
931 14th St, Suite 1000A
Denver, CO 80202
B: (303) 992-0752Contact
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549Contact
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.932820 Permit #:
Site Address: 1070 Chelan Ave NE
Work Date: From ______________To _____________ Work Time: Start ______________ End ______________
Construction Company: Northsky Communications
425 615 7121
Lumen to access 1 lumen Ped, trench approx. 330 and remove aerial cable from 5 poles.
10/26 11/26
MFP23004907
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 10/11/2023
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 9/26/23
NE 12TH STCHELAN AVE NE
DUVALL AVE NE
ANACORTES AVE NE
DWY
CHELAN AVE NE
CHELAN AVE NE
NE 10TH STNE 10TH STCHELAN AVE NE @ NE 10TH ST
AERIAL FIBER REMOVAL
ONE LANE TWO WAY MOVING OPERATION
TRAFFIC CONTROL PLAN
JOB # N.932820.C.45
PERMIT #
Date:9/25/2023 Author:JORGIA DURR Project:N.932820.C.45LUMEN:Certified Traffic Control Plan (DO NOT ALTER)
Comments:
General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTON requirements.
2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 48' X 48' B/O unless otherwise specified.
4. Alert affected local residents and businesses.5. Crew is required to leave a minimum 11' for lane width.
6. Work hours will be determined by City, County, and/or WSDOT
Legend
X POLE
Work Area
FLAGGER
WORK TRUCK
NOT TO SCALE
9/25/2023
Jorgia Durr
TCS # ES2 000149Phone 253-737-5198jd.durr@outlook.com
_______________________Jorgia Durr
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON
TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:
JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
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225
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275
115
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165
295
495
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605
660
715
85
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305
330
370
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MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
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90
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DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
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10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
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9
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12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 SHOULDER TAPERSHOULDER WIDTH x SPEED / 3(EXTRACTED FROM APPENDIX 1-1, OF THE WORK ZONE TRAFFIC CONTROL GUIDELINES-M54-44, 2012)
ONE LANE TWO WAY TAPER 50' MIN / 100' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40'
40'
30'
20'
80'
60'
ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS NSPEEDLIMIT
25
X X XX X
Comments:
THIS IS TO REMOVE AERIAL CABLE FROM P.A1379003 TO P.A1379158
THIS IS A ONE LANE TWO WAY MOVING OPERATION
FLAGGERS WILL MOVE WITH WORK CREW
FLAGGERS WILL ASSIST DRIVEWAYS AND PEDESTRIANS AT WORK AREA
COORDINATE WITH PROPERTY OWNER FOR ACCESS PRIOR TO WORK
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
BE PREPAREDTO STOP
BE PREPAREDTO STOP
BE PREPAREDTO STOP
BE PREPAREDTO STOP
BE PREPAREDTO STOP
AERIAL FIBER
WORK AREA
+/-780'
P.A1379003P.A1379546P.A1379001P.A1379357P.A1379158
200'
200'
200'200'
200'
200'
200'
200'
200'
200'
200'
200'
www.invarion.com
MFP23004907
NE 12TH STCHELAN AVE NE
DUVALL AVE NE
ANACORTES AVE NE
DWY
CHELAN AVE NE
CHELAN AVE NE
NE 10TH STNE 10TH STTRAFFIC CONTROL PLAN
JOB # N.932820.C.45
PERMIT #
Date:9/25/2023 Author:JORGIA DURR Project:N.932820.C.45LUMEN:Certified Traffic Control Plan (DO NOT ALTER)
Comments:
General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTON requirements.
2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 48' X 48' B/O unless otherwise specified.
4. Alert affected local residents and businesses.5. Crew is required to leave a minimum 11' for lane width.
6. Work hours will be determined by City, County, and/or WSDOT
Legend
FLAGGER
WORK TRUCK
CONES
NOT TO SCALE
9/25/2023Jorgia DurrTCS # ES2 000149Phone 253-737-5198
jd.durr@outlook.com
_______________________Jorgia Durr
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON
TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:
JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
6
6
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10
16
15
19
3
4
5
5
9
9
9
9
9
7
11
11
18
18
20
40
60
75
225
250
275
115
115
165
295
495
550
605
660
715
85
150
305
330
370
385
MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
6
6
6
6
3
3
3
4
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7
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30
35
40
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50
55
60
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25
35
50
70
150
90
170
185
200
220
200
DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 SHOULDER TAPERSHOULDER WIDTH x SPEED / 3(EXTRACTED FROM APPENDIX 1-1, OF THE WORK ZONE TRAFFIC CONTROL GUIDELINES-M54-44, 2012)
ONE LANE TWO WAY TAPER 50' MIN / 100' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40'
40'
30'
20'
80'
60'
ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS NSPEEDLIMIT
25
Comments:
THIS IS TO TRENCH AND RESTORE AS REQUIRED
THIS IS A ONE LANE TWO WAY WITH FLAGGERS
FLAGGERS WILL ASSIST DRIVEWAYS AND PEDESTRIANS AT WORK AREA
COORDINATE WITH PROPERTY OWNER FOR ACCESS PRIOR TO WORK
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
BE PREPAREDTO STOP
BE PREPAREDTO STOP
BE PREPAREDTO STOP
BE PREPAREDTO STOP
BE PREPAREDTO STOP
TRENCH
330'
200'
200'
200'200'
200'
200'
200'
200'
200'
200'
200'
200'
CHELAN AVE NE @ NE 10TH ST
TRENCH / RESTORE
ONE LANE TWO WAY WITH FLAGGERS
WORK AREA
10' X 430'
www.invarion.com
MFP23004907
NE 12TH ST
CHELAN AVE NEDUVALL AVE NEANACORTES AVE NEDWYTRAFFIC CONTROL PLAN
JOB # N.932820.C.45
PERMIT #
Date:9/25/2023 Author:JORGIA DURR Project:N.932820.C.45LUMEN:Certified Traffic Control Plan (DO NOT ALTER)
Comments:
General Requirements
1. All signs and spacing to conform to the MUTCD and City of RENTON requirements.
2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.
5. Crew is required to leave a minimum 11' for lane width.
6. Work hours will be determined by City, County, and/or WSDOT
Legend
WORK TRUCK
CONES
PEDESTAL
Work Area
NOT TO SCALE
N
9/25/2023
Jorgia Durr
TCS # ES2 000149
Phone 253-737-5198
jd.durr@outlook.com
_______________________Jorgia Durr
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON
TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:
JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
6
6
8
10
16
15
19
3
4
5
5
9
9
9
9
9
7
11
11
18
18
20
40
60
75
225
250
275
115
115
165
295
495
550
605
660
715
85
150
305
330
370
385
MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
6
6
6
6
3
3
3
4
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30
35
40
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55
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65
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25
35
50
70
150
90
170
185
200
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DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 SHOULDER TAPERSHOULDER WIDTH x SPEED / 3(EXTRACTED FROM APPENDIX 1-1, OF THE WORK ZONE TRAFFIC CONTROL GUIDELINES-M54-44, 2012)
ONE LANE TWO WAY TAPER 50' MIN / 100' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40'
40'
30'
20'
80'
60'
ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS
PEDESTAL
WORK AREA
8' X 60'
SPEEDLIMIT
25
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
SHOULDERWORK
NOPARKINGFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
NOPARKINGFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
200'
200'
200'
200'
NE 12TH ST @ CHELAN AVE NE
PEDESTAL ACCESS
SHOULDER WORK
Comments:
THIS IS TO ACCESS PEDESTAL
THIS IS SHOULDER WORK
SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA
PARKING RESTRICTED AT WORK AREA
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MFP23004907
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.002402203601850”NVICINITY MAPREVISION # SHEET # REASON FOR REVISION REVISED BY DATEREVISION 1 1, 3 & NEW 4 ADD TO EX CAD - EX. PED, 2 POLES, TRENCHING, NEW SOW, NEW V-MAP NOTES & RE# ALL SHTS SL 03/23/22SCOPE OF WORK:IDENTIFY POLES TO REMOVE EXISTING COPPER. FROM POLE -1, PLACE NEW ENTRANCE CONDUIT TO NEW MEET POINT FOR NEW ELEMENTARYSCHOOL, APPROX 330' BASED ON PROPERTY LINE. NOT EXACT LOCATION & FOOTAGE UNTIL DEVELOPMENT BEGINS.THEN FROM PEDESTAL ON 12th STREET & BREMERTON CT NE TRENCH 2" 10' IN SIDEWALK THEN CONTINUE TO TRENCH 2" CONDUIT WITH 25XCOPPER STRAND 185' IN STREET (ASPHALT) TO 1st POLE 318630-167300. REMOVE & RESTORE 6'X6' SIDEWALK @ PEDESTAL & REMOVE & RESTOREASPHALT TO ORIGINAL CONDITION. @ 1st POLE 318630-167300, RISER UP THEN PLACE 220' COPPER STRAND 220' AERIAL TO 2nd POLE318630-167290. @ 2nd POLE 318630-167290, RISER DOWN THEN TRENCH 2" CONDUIT WITH 25X COPPER STRAND 240' IN DIRT TO SCHOOL BUILDING.RMT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@centurylink.comDRAFTED BY: MOUNTAIN LTD/SL 11/15/2123N5E10N.932820W26226RNTNWA011070 CHELAN AVE NERENTON, WA 9805914FIBER ENGINEER: NARRA LAMPHONE NO: (253) 458-6537EMAIL: narra.lam@lumen.comMFP23004907
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B/C B/C B/C EOP EOP TTTUSAMEEPWREETVTVVTSVWSSDVETTTXXX'XXX'XXX'XXX'XITEM #STATIONHT-CL-YRPROPOSED 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 DAYSRMT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@centurylink.comDRAFTED BY: MOUNTAIN LTD/SL 11/15/2123N5E10N.932820W26226RNTNWA011070 CHELAN AVE NERENTON, WA 9805924FIBER ENGINEER: NARRA LAMPHONE NO: (253) 458-6537EMAIL: narra.lam@lumen.comMFP23004907
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB:SH OF BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:TOWN:NOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS.DRAFTED BY: MOUNTAIN LTD/SL 11/15/21MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@centurylink.com23N5E10N.932820W26226RNTNWA011070 CHELAN AVE NERENTON, WA 9805934R EOP EOP EOP EOP EOP EOP EOP EOP EOP
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EOP CHELAN AVE NEDEAD-ENDSIDEWALKSIDEWALKCHELAN AVE NEDIRT/GRAVEL R/W R/W R/W R/W R/W R/W R/W R
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/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W STATIONPSEPROPOSED HOAPOLE NUMBER(S) - CTL/PWR/OTHER10+00318519-167290N/AA1379003 NEW 2" RISER DOWN/TRANSFER UG TO NEW CABLENEUTRAL = 26'2"SECONDARY = 24'8"004 = 21'8"005 = 20'6"SCOPE OF WORK:IDENTIFY POLES TO REMOVE EXISTING COPPER. FROM POLE #1, PLACE NEW ENTRANCECONDUIT TO NEW MEET POINT FOR NEW ELEMENTARY SCHOOL, APPROX 330' BASED ONPROPERTY LINE. NOT EXACT LOCATION & FOOTAGE UNTIL DEVELOPMENT BEGINS.330'STATIONPSEPROPOSED HOAPOLE NUMBER(S) - CTL/PWR/OTHER2N/A318543-167290N/A A1379546REMOVE COPPER FROM POLENEUTRAL = 25'4"SECONDARY = 24'5"004 = 19'9"005 = 18'8"STATIONPSEPROPOSED HOAPOLE NUMBER(S) - CTL/PWR/OTHER3NA318566-167290N/AA1379001 REMOVE COPPER FROM POLENEUTRAL = 27'4"SECONDARY = 25'8"004 = 20'2"005 = 18'9"
3+30 MEET ME POINT
STATIONPSEPROPOSED HOAPOLE NUMBER(S) - CTL/PWR/OTHER4NA318591-167290N/AA1379357 REMOVE COPPER FROM POLENEUTRAL = 26'9"SECONDARY = 25'4"004 = 21'7"005 = 20'6"STATIONPSEPROPOSED HOAPOLE NUMBER(S) - CTL/PWR/OTHER5NA318603-167290N/AA1379158 REMOVE COPPER FROM POLE/COPPER ALREADY CUT004 = 21'0"005 = 20'2"PLANTER GRADE SOFT, ASPHALT &CONCRETE SURFACE36"MINTRENCH DETAIL 'A'TRENCH PLACEMENT OF 2" OR 4" CONDUIT - 36" MINN.T.S.6"MIN.2" OR 4" CONDUIT25SPEEDLIMITFIBER ENGINEER: NARRA LAMPHONE NO: (253) 458-6537EMAIL: narra.lam@lumen.comMFP23004907
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB:SH OF BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:TOWN:DRAFTED BY: MOUNTAIN LTD/SL 11/15/21MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@centurylink.com23N5E10N.932820W26226RNTNWA011070 CHELAN AVE NERENTON, WA 9805944RPLANTER GRADE SOFT, ASPHALT &CONCRETE SURFACE36"MINTRENCH DETAIL 'A'TRENCH PLACEMENT OF 2" OR 4" CONDUIT - 36" MINN.T.S.6"MIN.2" OR 4" CONDUIT EOP EOP EOP EOP EOP 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
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R/W EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 1146-1148PARCEL#1084700000NOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS.NOTE:THE RIGHT-OF-WAY SHOWN HAS NOT BEEN SURVEYEDOR TIED. RIGHT-OF-WAY LOCATION IS ASSUMED WITHREFERENCE TO ONLINE DATA SOURCE MATERIALS.CONTRACTOR TO VERIFY ALL RIGHTS OF WAY AND/OREASEMENTS PRIOR TO CONSTRUCTION.BREMERTON CT. NE NE 12th STREETSIDEWALKCHELAN AVE NE
0+00 LMN PED
STATIONPSEPROPOSED HOAPOLE NUMBER(S) - CTL/PWR/OTHER11+85318630-16730020'0"NO 'A' TAGRISER UP NEW 20' 2" RISERPLACE DOWNGUY & ANCHOR6+45 NOTE:@ PEDESTAL ON 12th STREET & BREMERTON CT NETRENCH 2" 10' IN SIDEWALK THEN CONTINUE TOTRENCH 2" CONDUIT WITH 25X COPPER STRAND 185' INSTREET (ASPHALT) TO 1st POLE 318630-167300. REMOVE& RESTORE 6'X6' SIDEWALK @ PEDESTAL & REMOVE &RESTORE ASPHALT TO ORIGINAL CONDITION.NOTE:@ PEDESTAL. @ 1st POLE 318630-167300, RISERUP THEN PLACE 220' COPPER STRAND 220'AERIAL TO 2nd POLE 318630-167290.STATIONPSEPROPOSED HOAPOLE NUMBER(S) - CTL/PWR/OTHER24+05318630-16729020'0"A1379225RISER DOWNON PRIVATE PROPERTYNOTE:@ 2nd POLE 318630-167290, RISER DOWNTHEN TRENCH 2" CONDUIT WITH 25X COPPERSTRAND 240' IN DIRT TO SCHOOL BUILDING.SIDEWALK1155PARCEL#1023059378PARCEL#1023059173PARCEL#10230590964530PARCEL#51697001054600PARCEL#51697000944502PARCEL#5169700103"PRIVATEPROPERTY""PRIVATEPROPERTY" 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 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 17'17'21'28'10'14'25SPEEDLIMIT10SPEEDLIMIT10SPEEDLIMITPARCEL#1084700000FIBER ENGINEER: NARRA LAMPHONE NO: (253) 458-6537EMAIL: narra.lam@lumen.comMFP23004907