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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 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 4 7 7 20 25 30 35 40 45 50 55 60 65 70 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 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 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 4 7 7 20 25 30 35 40 45 50 55 60 65 70 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 4 7 7 20 25 30 35 40 45 50 55 60 65 70 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 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 www.invarion.com 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 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 #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 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP CHELAN AVE NEDEAD-ENDSIDEWALKSIDEWALKCHELAN AVE NEDIRT/GRAVEL 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 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 /W R/W R/W R/W R/W R /W 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