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Home My WebLink AboutMFP23003605.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP23003605 IVR Number: 23003605 Permit Information Permit Name: Comcast Cable Franchise Permit JB0001391041Address/Location:07/10/2023Application Date:6308500020Parcel Number: 1000 SW 34TH ST Permit Type:10/18/2023Issue Date:Franchise Permit Work Class:10/17/2024Expiration Date:Minor Utility Job Number: JB0001391041Franchise Type:Cable Description: Comcast JB0001391041 Access existing vaults along the east side of Lind Ave SW to proof existing comcast conduit and pull 604' of 96ct fiber. Contacts Name Address PhoneTypeBilling Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact Jessamin Santos Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (206) 401-2188Contact David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Contact David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Contractor Business License Number: 20838Construction Contractor: CANNOCL791JK Jessamin Santos Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (206) 401-2188Emergency Contact OAKESDALE LLC PO BOX 847 CARLSBAD , CA 92018 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing X General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 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 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 1/2/2019 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: ☐New Construction ☐Repair/Relocate ☐Underground ☐Overhead ☐Sidewalk ☐Street ☐Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date Comcast Cable Communications Management (206) 401-2188 Jessamin Santos Cannon Construction LLC - David Standrin ______425.941.7820_____ 20838601590363 JB0001391041 jessamin_santos@cable.comcast.com F61845-JB-1391041-RENTON-11000 SW 34TH ST, RENTON, WA 98057 x 7/10/23 The proposed work within the ROW is to access existing vaults along east side of Lind Ave SW proof existing Comcast conduit and pull 604' of 96ct fiber. Fiber upgrade in ROW in order to provide connectivity for address 1000 SW 34th ST. No disturbance of surface. Please check all that apply: MFP23003605 Scott Warlick 10/18/2023 RESTORATION PER CITY OF RENTON STANDARDS 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].” Approval By: _________________________________________________ Date:____________________ Transportation Engineering x x Project Name: F61845-JB-1391041-RENTON-1 Permit #: The proposed work within the ROW is to access existing Comcast vaultat southeast corner of LIND AVE SW & SW 34TH ST; bury new 92' of 2' conduit via bore / pull new .875 series coax; running south behind sidewalk and east to address 3400 Lind Ave SW, RENTON, WA 98057. The proposed work within the ROW is to access existing Comcast vault at southeast corner of LIND AVE SW & SW 34TH ST; bury new 92' of 2' conduit via bore / pull new .875 series coax; running south behind sidewalk and east to address 3400 Lind Ave SW, RENTON, WA 98057.v Site Address: 1000 SW 34TH ST, RENTON, WA 98057 Work Date: From 8/15/2023 To 8/17/2023 Work Time: Start ____9AM__________ End ____3PM__________ Construction Company: Cannon Construction LLC Contact Name: David Standrin Phone/Cell: _______425.941.7820__________________ Business Address: 406 Porter Way City/State: Milton,WA Zip: 98354 Description of Work: The proposed work within the ROW is to access existing vaults along east side of Lind Ave SW proof existing Comcast conduit and pull 604' of 96ct fiber. Fiber upgrade in ROW in order to provide connectivity for address 1000 SW 34th ST. No disturbance of surface. MFP23003605 Monday - Friday Scott Warlick CED 10/18/2023 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) 7/10/23 Jessamin Santos DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND TCPG - TCP SPECS & GENERAL NOTES PS - PROJECT SHEETS 1391041 MSJD7/10/23 PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 499068 EXP: 1/31/2027 joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET C1 PROJECT DESCRIPTION: BEGIN ROW WORK: 47.44738, -122.22349 1 END ROW WORK: 47.44899, -122.22342 The proposed work within the ROW is to access existing vaults along east side of Lind Ave SW proof existing Comcast conduit and pull 604' of 96ct fiber. Fiber upgrade in ROW in order to provide connectivity for address 1000 SW 34th ST. No disturbance of surface. 2 3 MFP23003605 DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/23 PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems LINETYPES RISER POLE POLE ANCHOR/DOWN GUY STREET LIGHT MISC. UTILITY UTILITY POLE GROUND/BOND FIRE HYDRANT CULVERT WING WALL BRIDGE MANHOLE PULL-BOX VAULT/BUILDING STORAGE COIL AERIAL STORAGE A A AERIAL FIBER - EXISTING STRAND - EXISTING INNERDUCT - EXISTING UG FIBER - EXISTING CONDUIT - EXISTING UG FIBER - PROPOSED AERIAL FIBER - PROPOSED STRAND - PROPOSED CONDUIT - PROPOSED INNERDUCT - PROPOSED B B B B UNK UNK UNKNOWN UTILITY EOP EOP EOP RIGHT OF WAY EDGE OF PAVEMENT U R 0' 0' STREET SIGN - NO POWER STREET SIGN - w/ POWER TRAFFIC LIGHT PERMANENT SIGNS CONCRETE BOLLARD GATE ARMS ROAD YELLOW LINES ROAD WHITE LINES PARKING LINES RAILROAD SIDEWALK SIDEWALK HATCH - CONCRETE SIDEWALK HATCH - ASPHALT OVERHEAD CABLE GUARDRAIL P/L P/L P/L PROPERTY LINE EASEMENT HANDICAP PARKING - PAINT R/W R/W A A A A SYMBOLS TRENCH INSTALLATION VAULT/PROPOSED VAULTV B B B B B B B V C2 MFP23003605 DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/231" = 40' PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 499068 EXP: 1/31/2027 joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSON MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET 1 PCMS RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 45 / 55 MPHRURAL ROADS 500' 25 / 30 MPH 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) 10 550 605 660 105 125 150 205 270 165 225 295 180 245 320 540 115 - - -- - 720 660 780 840 25 30 35 40 45 50 55 10' 60 40 40 65 70 SHOULDERWIDTH(feet) Posted Speed (mph) 160 200 220 170 190 240 150 190 130 170 120 150 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) 40 60 60 90 90 90 2 60 / 65 MPHRURAL HIGHWAYS FREEWAYS & EXPRESSWAYS SIGN SPACING = X (1) 25 30 35 40 50 55 12 60 11 65 70 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANEWIDTH(feet) Posted Speed (mph) 8' 55 / 70 MPH 800' 1 MILE AHEAD 2.0 SEC 2.0 SEC MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 1500' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 500 550 600 495 450 45 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. RIGHT LANE CLOSURE FIELD LOCATE 1 MILE IN ADVANCE OF LANE CLOSURE SIGNING. LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730 BUFFER DATA 155 200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 74' WORKZONE TRAFFIC CONTROL GENERAL INFO PCMS TM A SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN VERY SHORT DURRATION INTERSECTION CROSSING PRPOTECTIVE VEHICLE VERY SHORT DURRATION INTERSECTION CROSSING FLAGGING STATION LEGEND FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE SPOTTER STATION GENERAL NOTES: 1. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-950302. 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES. 3. ALL SIGNS, CHANNELIZED DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 4. CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES (SEE TABLE FOR SPACING DISTANCES) 5. ALL SPACING MUST ACCOMMODATE AT-GRADE INTERSECTION AND/OR DRIVEWAYS. 6. MAINTAIN 4' MINIMUM SIDEWALK WIDTHS. 7. MAINTAIN 11' VEHICLE TRAVEL LANE WIDTHS. 8. SPACING MAY BE REDUCED IN URBAN AREA TO FIT CONDITIONS. 9. SPOTTER TO ASSISTS PEDESTRIANS AROUND WORK ZONE. 10. SPACING MAY BE REDUCED IN URBAN AREA TO FIT CONDITIONS. 11. UNIFORMED POLICE OFFICER REQUIRED ON SITE WHEN WORKING WITHIN 150' OF A SIGNALIZED INTERSECTION. NEW TRAFFIC FLOW UNIFORM POLICE OFFICER TCPG > MFP23003605 EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/LP/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/ L EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P R R R R LIND AVE SW1253600062 3600 LIND AVE SW 1253810020500 SW 39TH ST BEGIN ROW WORK:47.44738, -122.22349CONTRACTOR TOACCESS EXISTINGCOMCAST VAULT 80' 44' 18' R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WV10 550 605 660 105 125 150 205 270 165 225 295 180 245 320 540 115 - - -- - 720 660 780 840 25 30 35 40 45 50 55 10' 60 40 40 65 70 SHOULDERWIDTH(feet) Posted Speed (mph) 160 200 220 170 190 240 150 190 130 170 120 150 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) 40 60 60 90 90 90 25 30 35 40 50 55 12 60 11 65 70 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANEWIDTH(feet) Posted Speed (mph) 8' 500 550 600 495 450 45 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730 BUFFER DATA 155 200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 74' 1 PCMS RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 45 / 55 MPHRURAL ROADS 500' 25 / 30 MPH 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) 2 60 / 65 MPHRURAL HIGHWAYS FREEWAYS & EXPRESSWAYS SIGN SPACING = X (1) 55 / 70 MPH 800' 1 MILE AHEAD 2.0 SEC 2.0 SEC MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 1500' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RIGHT LANE CLOSURE FIELD LOCATE 1 MILE IN ADVANCE OF LANE CLOSURE SIGNING. SPEEDLIMIT35 ROADWORK W21-4 AHEAD CLOSED RIGHT LANE W20-5R AHEAD W4-2r SINGLE PHASE TCP WORK AREA SPOTTER TO ASSISTPEDESTRIANS THROUGH WORK ZONE (350+/-) (350+/-) (350+/-) L B DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/231" = 40' PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 499068 EXP: 1/31/2027 joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSON MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET PS-1 MATCH TO PS-2 MFP23003605 EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P P/L P/L P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/ L P/ L P/L P/ L P/ L P/ L P/ L P/ L P/L P/L EO P EO P EO P EO P EO P EO P EO P EO PRRRR LIND AVE SW1253600070 3400 LIND AVE SW 1253810010 3401 LIND AVE SW 81' 44' P/L P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/ L P/L P/L P/L P/L P/L P/L EO P EO P EO P R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W10 550 605 660 105 125 150 205 270 165 225 295 180 245 320 540 115 - - -- - 720 660 780 840 25 30 35 40 45 50 55 10' 60 40 40 65 70 SHOULDERWIDTH(feet) Posted Speed (mph) 160 200 220 170 190 240 150 190 130 170 120 150 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) 40 60 60 90 90 90 25 30 35 40 50 55 12 60 11 65 70 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANEWIDTH(feet) Posted Speed (mph) 8' 500 550 600 495 450 45 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730 BUFFER DATA 155 200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 74' 1 PCMS RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 45 / 55 MPHRURAL ROADS 500' 25 / 30 MPH 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) 2 60 / 65 MPHRURAL HIGHWAYS FREEWAYS & EXPRESSWAYS SIGN SPACING = X (1) 55 / 70 MPH 800' 1 MILE AHEAD 2.0 SEC 2.0 SEC MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 1500' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RIGHT LANE CLOSURE FIELD LOCATE 1 MILE IN ADVANCE OF LANE CLOSURE SIGNING. SPEEDLIMIT35 SINGLE PHASE TCP DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/231" = 40' PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 499068 EXP: 1/31/2027 joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSON MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET PS-2 MATCH TO PS-3 MATCH TO PS-1 MFP23003605 Additional approval may be needed form BNSF for work around their tracks. DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/231" = 40' PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 499068 EXP: 1/31/2027 joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSON MOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET EO P EO P EO P EO P EO PEOPEOPEOPEOPEOPEOPEOPEOP P/ L P/ L P/ L P/ L P/L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/LP/LP/LP/ L P/LP/LP/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L EO P EO P EO P EO P EO P EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP LIND AVE SWLIND AVE SWSW 34TH ST SW 34TH ST 12536000703400 LIND AVE SW 12538100103401 LIND AVE SW 12538101103215 LIND AVE SW 12538000603324 LIND AVE SW 18' 86' 54'80'50'70' 54'79'55'R/W R/ W R/ W R/ W R/ WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/WR/WR/WR/WR/W R/W R/W R/W R/W VEND ROW WORK:47.44899, -122.22342CONTRACTOR TOACCESS EXISTINGCOMCAST VAULT 10 550 605 660 105 125 150 205 270 165 225 295 180 245 320 540 115 - - -- - 720 660 780 840 25 30 35 40 45 50 55 10' 60 40 40 65 70 SHOULDERWIDTH(feet) Posted Speed (mph) 160 200 220 170 190 240 150 190 130 170 120 150 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) 40 60 60 90 90 90 25 30 35 40 50 55 12 60 11 65 70 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANEWIDTH(feet) Posted Speed (mph) 8' 500 550 600 495 450 45 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730 BUFFER DATA 155 200 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 74' 1 PCMS RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' 45 / 55 MPHRURAL ROADS 500' 25 / 30 MPH 200' (2) URBAN STREETS 25 MPH OR LESS 100' (2) 2 60 / 65 MPHRURAL HIGHWAYS FREEWAYS & EXPRESSWAYS SIGN SPACING = X (1) 55 / 70 MPH 800' 1 MILE AHEAD 2.0 SEC 2.0 SEC MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 1500' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. RIGHT LANE CLOSURE FIELD LOCATE 1 MILE IN ADVANCE OF LANE CLOSURE SIGNING. WORK AREA SPEEDLIMIT35 SPOTTER TO ASSIST PEDESTRIANS THROUGH WORK ZONE SINGLE PHASE TCP PS-3MATCH TO PS-2 MFP23003605 DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION SHEET INDEX: C1 - OVERVIEW MAP C2 - LEGEND C3 - GENERAL NOTES PS - PROJECT SHEETS 1391041 MSJD7/10/23 PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E C1 PROJECT DESCRIPTION: BEGIN ROW WORK: 47.44738, -122.22349 1 END ROW WORK: 47.44899, -122.22342 The proposed work within the ROW is to access existing vaults along east side of Lind Ave SW proof existing Comcast conduit and pull 604' of 96ct fiber. Fiber upgrade in ROW in order to provide connectivity for address 1000 SW 34th ST. No disturbance of surface. 2 3 MFP23003605 DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/23 PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems LINETYPES RISER POLE POLE ANCHOR/DOWN GUY STREET LIGHT MISC. UTILITY UTILITY POLE GROUND/BOND FIRE HYDRANT CULVERT WING WALL BRIDGE MANHOLE PULL-BOX VAULT/BUILDING STORAGE COIL AERIAL STORAGE A A AERIAL FIBER - EXISTING STRAND - EXISTING INNERDUCT - EXISTING UG FIBER - EXISTING CONDUIT - EXISTING UG FIBER - PROPOSED AERIAL FIBER - PROPOSED STRAND - PROPOSED CONDUIT - PROPOSED INNERDUCT - PROPOSED B B B B UNK UNK UNKNOWN UTILITY EOP EOP EOP RIGHT OF WAY EDGE OF PAVEMENT U R 0' 0' STREET SIGN - NO POWER STREET SIGN - w/ POWER TRAFFIC LIGHT PERMANENT SIGNS CONCRETE BOLLARD GATE ARMS ROAD YELLOW LINES ROAD WHITE LINES PARKING LINES RAILROAD SIDEWALK SIDEWALK HATCH - CONCRETE SIDEWALK HATCH - ASPHALT OVERHEAD CABLE GUARDRAIL P/L P/L P/L PROPERTY LINE EASEMENT HANDICAP PARKING - PAINT R/W R/W A A A A SYMBOLS TRENCH INSTALLATION VAULT/PROPOSED VAULTV B B B B B B B V C2 MFP23003605 DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/23 PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems GENERAL NOTES: 1.ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITHLOCKING BOLTS. 2.GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINALOR BETTER CONDITION..3.ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF36" RADIUS UNLESS SPECIFIED OTHERWISE. 4.BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OFALL ROAD CROSSINGS, AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OFSIGHT SPACING OF APPROXIMATELY 500 FEET. 5.DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECTMANAGER AND RIGHT-OF-WAY OWNER OR CARETAKER APPROVAL PRIOR TOCONSTRUCTION. 6.WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENTAGENCIES ARE REQUIRED, ALL WORK PERFORMED WILL COMPLY WITHTHESE AGENCIES STANDARD SPECIFICATIONS. 7.THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORKWILL BEGIN ON BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESSAND WORK START AND STOP TIMES WITH BUILDING MANAGEMENT. 8.THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURSPRIOR TO CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACTNAME(s) AND TELEPHONE NUMBER(s). 9.THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIMETHE WORK BEING PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGERDETERMINES THAT THE WORK IS NOT BEING PERFORMED TO MINIMUMQUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE REWORK ATHIS OWN COST. 10.ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUITLENGTH, CONDUIT PATH, AERIAL PATH ETC., MUST BE APPROVED BY THEPROJECT MANAGER. 11.ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATIONSHALL BE DONE WITHIN ALLOWED (9AM-3PM) BUSINESS HOURS. 12.ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THERESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR,IF DAMAGED. 13.ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCHSOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED. 14.ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITEHAS POTENTIAL FOR ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDETHE MINIMUM COVER. IN CASES WHERE THE MINIMUM COVER CAN NOT BEACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE ORAPPROVED EQUIVALENT. 15.WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFFOF CITY MAPS,NOT FIELD VERIFIED. 16.BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ONPLANS. 17.AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED. 18.DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TOSTART OF CONSTRUCTION WHEN APPLICABLE. 19.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGEBOARDS STATING LANE CLOSURES, AND DELAYS A WEEK IN ADVANCE.LOCATION OF THE MASSAGE BOARD SHALL BE COORDINATED WITH THE CITYINSPECTOR AT THE PRE-CONSTRUCTION MEETING. 20.LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FORSAFETY PURPOSES THERE SHALL BE ONLY ONE CLOSURE AT A TIME ALONGINTERNATIONAL BLVD. MORE FLAGGERS WILL BE NECESSARY TO HELPVEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANECLOSURES. FIBER PLACEMENT NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURSPRIOR TO CONSTRUCTION ACTIVITY SEE LOCAL DIRECTORY FOR CONTACTTELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY. 2.CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERYWORK POLE, MANHOLE, FIBER STORAGE LOOP AND TAIL LOCATION.CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERSAT PROJECT COMPLETION. 3.SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINEDON CONSTRUCTION DRAWINGS, HOWEVER, REEL LENGTHS OF FIVEHUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDREDFEET (300') OR LESS ON SMALL COUNT FIBER ARE DIFFICULT TO USE ANDSHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED. 4.FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORKPOLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE CASES AND WHEREINDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BEREAD FROM THE GROUND. 5.CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION.LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM PRODUCTS. 6.A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISENOTED. 7.ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNINGTAPE AND A TRACER WIRE, AT RISER POLES THE LOCATE WIRE SHALL BEACCESSIBLE AT THE BASE OF THE RISER. 8.ALL RISERS WILL BE CAPPED AT ALL TIMES. 9.ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT.RED-NORTH, GREEN-SOUTH,YELLOW-EAST, AND BLUE-WEST. DO NOT TAPEFIBER CABLES TOGETHER IN RISER. DISCLAIMER: 1.IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFYALL RIGHT OF WAY BEFORE CONSTRUCTION IS TO BEGIN. NOUNDERGROUND INSTALLATION REPRESENTED WITHIN THESE PLAN SHEETSIS PROPOSED OUTSIDE OF THE RIGHT OF WAY. 2.THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARYONCE UTILITIES HAVE BEEN FIELD LOCATED. 3.ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINEDDURING CONSTRUCTION AND IS COLLECTED IN THE AS-BUILT PHASE. C3 MFP23003605 EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/LP/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/ L EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P R R R R LIND AVE SW1253600062 3600 LIND AVE SW 1253810020500 SW 39TH ST BEGIN ROW WORK:47.44738, -122.22349CONTRACTOR TOACCESS EXISTINGCOMCAST VAULT PROOF EXISTINGCOMCAST CONDUIT;PULL 604' of (1) 96CTFIBER 80' 44' 18' R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WVB B604'DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/231" = 40' PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E PS-1 MATCH TO PS-2 MFP23003605 EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P P/L P/L P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/ L P/ L P/L P/ L P/ L P/ L P/ L P/ L P/L P/L EO P EO P EO P EO P EO P EO P EO P EO PRRRR LIND AVE SW1253600070 3400 LIND AVE SW 1253810010 3401 LIND AVE SW 81' 44' P/L P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/ L P/L P/L P/L P/L P/L P/L EO P EO P EO P R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WB B B B B B B B B B B B B B B B B B B B B B B PROOF EXISTINGCOMCAST CONDUIT;PULL 604' of (1) 96CTFIBER604'DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/231" = 40' PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E PS-2 MATCH TO PS-3 MATCH TO PS-1 MFP23003605 Additional approval may be needed form BNSF for work around their tracks. DATE:DESCRIPTION:REV:BY: Notes: REVISION:JOB TRACKER NO;SHEET NO: DRAWN:DATE:CHECKED: ADDRESS: SITE: STATUS: CONSTRUCTION SUPERVISOR:Casey Brown(425)-754-0064Casey_Brown2@comcast.com1525 75 St. SW #200Everett, WA 98203 CONFIDENTIAL & PROPRIETARY INFORMATION 1391041 MSJD7/10/231" = 40' PROJECT FOR: RENTON WA 98057 1000 SW 34TH ST MITUTOYO AMERICA CORP 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E EO P EO P EO P EO P EO PEOPEOPEOPEOPEOPEOPEOPEOP P/ L P/ L P/ L P/ L P/L P/ L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/LP/LP/LP/ L P/LP/LP/ L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L EO P EO P EO P EO P EO P EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP LIND AVE SWLIND AVE SWSW 34TH ST SW 34TH ST 12536000703400 LIND AVE SW 12538100103401 LIND AVE SW 12538101103215 LIND AVE SW 12538000603324 LIND AVE SW 18' 86' 54'80'50'70' 54'79'55'R/W R/ W R/ W R/ W R/ WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/WR/WR/WR/WR/W R/W R/W R/W R/W VB B B B B B B B B B PROOF EXISTINGCOMCAST CONDUIT;PULL 604' of (1) 96CTFIBER END ROW WORK:47.44899, -122.22342CONTRACTOR TOACCESS EXISTINGCOMCAST VAULT 604'PS-3MATCH TO PS-2 MFP23003605