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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