Loading...
HomeMy WebLinkAboutMFP22005177.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22005177 IVR Number: 22005177 Permit Information Permit Name: Comcast Cable Franchise Permit JB0001173964 Address/Location:09/29/2022Application Date:0886700220Parcel Number: 1901 OAKESDALE AVE SW Permit Type:12/20/2022Issue Date:Franchise Permit Work Class:12/20/2023Expiration Date:Major Utility Job Number: JB0001173964Franchise Type:Cable Description: Comcast JB0001173964 bury 2525' of 4" conduit, place 7 new vaults, pull .875 coax and 96ct fiber through conduit. Pothole all existing utilities. Restoration per City of Renton standards. PRE CONSTRUCTION MEETING REQUIRED. Contacts Name Address PhoneTypeBilling Corrie Lamb Comcast 2525 Beaufort Dr. Modesto, CA 95355 Applicant Joshua Day CCI SYSTEMS 105 Kent St Iron Mountain, MI 49801 ApplicantX David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Contact Corrie Lamb Comcast 2525 Beaufort Dr. Modesto, CA 95355 Contact 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 Contractor Business License Number: 20838Construction Contractor: CANNOCL791JK CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized 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 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 (209) 985-3769 Corrie Lamb Cannon Construction LLC - David Standrin ______425.941.7820_____ 20838601590363 JB0001173964 corrie_lamb@comcast.com F61497-JB-1173964-RENTON-11901 Oakesdale Ave SW, Renton, WA 98057 x 9/29/22 The proposed work within the ROW is to bury new 2,525' of 4" conduit, place (7) new 36"x48" vaults, pull .875 series coax and 96ct fiber along the west side of Oakesdale Ave SW beginning near address 1901 Oakesdale Ave SW and running south to SW corner of Oakesdale Ave SW and SW 27TH ST, RENTON, WA 98057. Please check all that apply: x 2,525'x MFP22005177 Scott Warlick 12/20/2022 POTHOLE ALL EXISTING UTILITIES 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].” Phone/Cell: _________________________ City/State: Zip: Approval By: _________________________________________________ Date:____________________ Transportation Engineering 425.941.7820 Milton,WA 98354 x x Project Name: F61497-JB-1173964-RENTON-1 Permit #: Site Address: 1901 Oakesdale Ave SW, Renton, WA 98057 Work Date: From 11/7/2022 To 11/27/2022 Work Time: Start ____9AM__________ End ____3PM__________ Construction Company: Cannon Construction LLC Contact Name: David Standrin Business Address: 406 Porter Way Description of Work: The proposed work within the ROW is to bury new 2,525' of 4" conduit, place (7) new 36"x48" vaults, pull .875 series coax and 96ct fiber along the west side of Oakesdale Ave SW beginning near address 1901 Oakesdale Ave SW and running south to SW corner of Oakesdale Ave SW and SW 27TH ST, RENTON, WA 98057. MFP22005177 Monday - Friday Scott Warlick CED 12/20/2022 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) 9/29/22 Corrie Lamb 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: TCP PHASE 1: PS1A - PS3 TCP PHASE 2: PS2 - PS7 TCP PHASE 3: PS6 - PS8 1173964 MSJD09/30/2022 PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A,SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET C1 PROJECT DESCRIPTION: BEGIN ROW WORK: 47.46212, -122.23305 END ROW WORK: 47.45545, -122.23301 1 2 3 4 5 6 7 The proposed work within the ROW is to bury new 2,525' of 4" conduit, place (7) new 36"x48" vaults, pull .875 series coax and 96ct fiber along the west side of Oakesdale Ave SW beginning near address 1901 Oakesdale Ave SW and running south to SW corner of Oakesdale Ave SW and SW 27TH ST, RENTON, WA 98057. 1A 8 7A 7B MFP22005177 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 1173964 MSJD09/30/2022 PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 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 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 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 MANHOLE PULL-BOX VAULT/PROPOSED VAULTV 3'x5' BORE PIT 8" POTHOLE V C2 MFP22005177 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 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET TCPG > MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET 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/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 2423049022 1301 SW 16TH ST 24230490221301 SW 16TH ST 08867002301900 OAKESDALE AVE SW EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P 90' 65' 90' 65'R/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/ W R/ W R/ W OAKSDALE AVE SW10 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. TCP PHASE 1 11' SPEEDLIMIT35 ROADWORK W21-4 AHEAD CLOSED RIGHT LANE W20-5R AHEAD W4-2r X X X L B SIDEWALK CLOSED R9-11 CROSS HERE AHEAD 18" 24" PLACE AT SW CORNEROF SW 16TH ST SIDEWALK CLOSED R9-9 12" 24" PS-1AMATCH TO PS-1 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET 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/LP/LP/LP/LP/LP/L P/LP/L P/L P/L P/L P/L P/L 08867002201901 OAKESDALE AVE SW 0886700210 08867002301900 OAKESDALE AVE SW 0886700240 OAKESDALE AVE SW EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P 90' 65' 90'69'R/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/ W R/ W OAKSDALE AVE SW5' BEGIN ROW WORK: 47.46212, -122.23305 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. TCP PHASE 1 11' SPEEDLIMIT35 WORK AREA WORK AREA SPOTTER TO ASSIST LOCAL PEDESTRIAN TRAFFIC SIDEWALK CLOSED R9-9 12" 24" SIDEWALK CLOSED R9-9 12" 24" PS-1 MATCH TO PS-1A MATCH TO PS-2 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/ L P/ L P/ L P/ L P/ L P/ L P/L P/ L P/LP/LP/ L P/LP/LP/LP/L P/LP/LP/LP/LP/LP/LP/LP/LP/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/L P/L P/L P/L P/L P/L 0886700240OAKESDALE AVE SW 0886700210 0886700250 OAKESDALE AVE SW EO P EO P EO P EO P EO P EO PEOP EOP EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P 90' 68' 90'65'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/ WR/W R/ W R/ W R/ WR/WR/ W R/ W R/ W R/ W R/ W R/ W OAKSDALE AVE SW10 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 6040 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. TCP PHASE 111' 11' SPEEDLIMIT35 WORK AREA PS-2 MATCH TO PS-1 MATCH TO PS-3 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/L P/L P/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/LP/LP/LP/L P/L P/L P/L P/L P/L P/L 0886700200 0886700250OAKESDALE AVE SW 0886700210 0886700260OAKESDALE AVE SW EO P EO PEOP EO P EO P EO P EO PEOPEO P EO P EO P EO PEOPEO P EO P EO P EO P EO P EO P EO PEOPEO P 90' 65' 90'66'R/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/ WR/W R/ W OAKSDALE AVE SW3'10 550 605 660 105 125 150 205 270 165 225 295 180 245 320 540 115 - - -- - 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. TCP PHASE 1 11' 11' SPEEDLIMIT35 WORK AREA PLACE AT NW CORNEROF SW 27TH ST ROADWORK W21-4 AHEAD X SIDEWALK CLOSED R9-11 CROSS HERE AHEAD 18" 24" PS-3 MATCH TO PS-2 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/ L P/ L P/ L P/ L P/ L P/ L P/LP/ L P/LP/LP/ L P/LP/LP/LP/L P/LP/LP/LP/LP/LP/LP/LP/LP/ L P/ L P/ L P/ L P/L P/ L P/ L P/ L P/LP/LP/L P/L P/L P/L P/L P/L 0886700240OAKESDALE AVE SW 0886700210 0886700250 OAKESDALE AVE SW EO P EO P EO P EO P EO PEOP EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P 90' 68' 90'65'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/ W R/ W R/ W R/ W R/ WR/WR/ W R/ W R/ W R/ W R/ W R/ W OAKSDALE AVE SW10 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 6040 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. TCP PHASE 211' 11' SPEEDLIMIT35 PLACE AT SW CORNER OF 1901OAKSDALE AVE CROSSWALK SIDEWALK CLOSED R9-11a CROSS HERE 12" 24" ROADWORK W21-4 AHEAD CLOSED RIGHT LANE W20-5R AHEAD W4-2r X X X L B PS-2MATCH TO PS-3 MFP22005177 P/L P/L P/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/LP/LP/LP/L P/L P/L P/L P/L P/L P/L 0886700200 0886700250OAKESDALE AVE SW 0886700210 0886700260OAKESDALE AVE SW EO P EO P EO P EO P EOP EO P EO PEOPEO P EO P EO P EO PEOPEO P EO P EO P EO P EOP EO P EO PEOP EO P 90' 65' 90'66'R/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/ W R/ W OAKSDALE AVE SW3'10 550 605 660 105 125 150 205 270 165 225 295 180 245 320 540 115 - - -- - 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. TCP PHASE 2 11' 11' SPEEDLIMIT35 WORK AREA 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET PS-3 MATCH TO PS-2 MATCH TO PS-4 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/LP/LP/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/LP/LP/LP/L P/L P/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/L P/L P/L P/L P/L P/L P/L P/LP/LP/LP/LP/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 08867001001300 SW 27TH ST 0886700260OAKESDALE AVE SW 0886700200 00058000191055 S GRADY WAY EOP EO P EO P EO P EO PEOPEO P EO PEOP EO P EO P EO P EO PEOPEO P EO P EO P EO P EO P EO P EO P EO P 90' 65' 90' 65'R/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/ W R/ W R/ W OAKSDALE AVE SW10 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. TCP PHASE 211' 11' SPEEDLIMIT35 WORK AREA WORK AREA PS-4 MATCH TO PS-3 MATCH TO PS-5 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LEO P 08867001001300 SW 27TH ST 00058000191055 S GRADY WAY EO PEOPEOPEOPEO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EOPEOPEOPEO P 90' 66' 90' 66'R/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/ W R/ W OAKSDALE AVE SW10 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 3020 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. TCP PHASE 2 11' 11' SPEEDLIMIT35 PS-5 MATCH TO PS-4 MATCH TO PS-6 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/L P/L P/L P/L P/L P/LP/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/LP/LP/LP/LP/LP/LP/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/LP/L P/L P/ L P/ L P/ LP/LP/ L P/ L P/L P/L P/L P/L P/L P/L EO P EO P EO P EO PEOPEO P EO P EO P EO P EO P EO P 0886700180OAKESDALE AVE SW 0886700170 00058000191055 S GRADY WAY 25230490011150 SW 27TH ST EO P EOP EO P EOP EO P EO P EO P EO P EO P EO P EO P 90' 66' 90'66'R/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/ W R/ W OAKSDALE AVE SW10 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 6040 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. TCP PHASE 2 11' SPEEDLIMIT35 WORK AREA PS-6 MATCH TO PS-5 MATCH TO PS-7 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/L P/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/LP/L P/L P/ L P/L P/ L P/ L P/L P/L P/L P/L P/L P/L EOP EOP EOP EOP EOP EOP EO P EO P EOP EO P EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEO PEOP EOP EO P EOP EOP EOP EOP EOP EOP 0886700400 2523049004SW 27TH ST 2523049001 1150 SW 27TH ST 0886700170 EOPEOPEOPEOPEOPEOPEOP EO P EO P 90' 66'58'90'89' 64'91'56'R/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/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/ W R/ W R/ W R/ W R/ W R/ WR/WR/WR/WR/WR/WR/WR/WSW 27TH ST SW 27TH ST OAKSDALE AVE SWOAKSDALE AVE SWEND ROW WORK:47.45545, -122.23301 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 MPH50/70 35/45 25/30 TAPER TANGENT40 30 20 806040 CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & 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. TCP PHASE 2 11' 11' SPEEDLIMIT35 SPEEDLIMIT35 SPEEDLIMIT35 WORK AREA WORK AREA ROADWORK W21-4 AHEAD ROADWORK W21-4 AHEAD ROADWORK W21-4 AHEAD X X X SIDEWALK CLOSED R9-10 USE OTHER SIDE 12" 24" PS-7 MATCH TO PS-6 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/L P/L P/L P/L P/L P/LP/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/LP/LP/LP/LP/LP/LP/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/LP/L P/L P/ L P/ L P/ LP/LP/ L P/ L P/L P/L P/L P/L P/L P/L EO P EO P EO P EO PEOPEO P EO P EO P EO P EO P EO P 0886700180OAKESDALE AVE SW 0886700170 00058000191055 S GRADY WAY 25230490011150 SW 27TH ST EO P EOP EO P EOP EO P EO P EO P EO P EO P EO P EO P 90' 66' 90'66'R/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/ W R/ W OAKSDALE AVE SW10 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 6040 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. TCP PHASE 3 11' SPEEDLIMIT35 PLACE AT SW CORNER OF 1901OAKSDALE AVE CROSSWALK SIDEWALK CLOSED R9-11a CROSS HERE 12" 24" ROADWORK W21-4 AHEAD CLOSED RIGHT LANE W20-5R AHEAD W4-2r X X L B PS-6MATCH TO PS-7 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/L P/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/LP/L P/L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L EOP EOP EOP EOP EOP EOP EO P EO PEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEO PEOPEOP EO P EOP EOP EOP EOP EOP EOP 0886700400 2523049004SW 27TH ST 2523049001 1150 SW 27TH ST 0886700170 EOPEOPEOPEOPEOPEOPEOP EO P EO P 90' 66'58'90'89' 64'91'56'R/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/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/ W R/ W R/ W R/W R/ W R/ WR/WR/WR/WR/WR/WR/WR/WSW 27TH ST SW 27TH ST OAKSDALE AVE SWOAKSDALE AVE SWEND ROW WORK:47.45545, -122.23301 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 MPH50/70 35/45 25/30 TAPER TANGENT40 30 20 806040 CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & 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. TCP PHASE 3 11' 11' SPEEDLIMIT35 SPEEDLIMIT35 WORK AREA B X X B SIDEWALK CLOSED R9-10 USE OTHER SIDE 12" 24"PLACE AT NE CORNER OFNACHES AVE SW CROSSWALK SIDEWALK CLOSED R9-10 USE OTHER SIDE 12" 24" WORK AREA WORK AREA WORK AREA 48" 48" W20-7A BE PREPARED TO W20-4 STOP 48" 48" W20-7A X X BE PREPARED TO W20-4 STOP 48" 48" W20-7A X X WORK AREA BE PREPARED TO W20-4 STOP 48" 48" W20-7A X SIGNAL TO BE SET TO RED FLASH MODE. UNIFORMED POLICEOFFICERS REQUIRED AT ALL TIMES TO CONTROL TRAFFIC. SPEEDLIMIT35 SPOTTER TO ASSIST PEDESTRIANS THROUGH WORK ZONE SIDEWALK CLOSED R9-10 USE OTHER SIDE 12" 24">>>>>>>>> PS-7MATCH TO PS-7AMATCH TO PS-6 MATCH TO PS-8 MATCH TO PS-7BMFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET P/LP/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/ L P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/LP/LP/LP/LP/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/LP/ L P/ L P/L P/L P/L P/L P/L P/LEOPEOPEOPEOPEOPEOPEOP EO P EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOP EOP EOP EOP 0886700390 SW 27TH ST 0886700170 08867003301201 SW 27TH ST 088670040091'58'90'58'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/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/WSW 2 7 T H S T 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 MPH50/70 35/45 25/30 TAPER TANGENT 40 3020 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. TCP PHASE 3 SPEE D LIMIT35 ROADWORK W21-4 AHEAD CLOSED RIGHT LANE W20-5R AHEAD W4-2r L X X X PS-7AMATCH TO PS-7MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET 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 P/L P/L P/L P/L P/L P/ L P/ L P/ L P/ L P/ L EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 25230490581100 SW 27TH ST 2523049004SW 27TH STEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP91'56'89'44'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/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSW 27TH ST 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. TCP PHASE 3 SPEEDLIMIT35 ROADWORK W21-4 AHEAD W1-4L CLOSED RIGHT LANE W20-5R AHEAD X X X PS-7BMATCH TO PS-7MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAY TCS CERT # 012056 EXP: 1/31/2023joshua.day@ccisystems.com CONTRACTOR: CABLECOM LLC1316 BONNEVILLE AVE BLDG A, SNOHOMISH WA 98290 PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437CHRIS.ATKINSON@CABLECOMLLC.NET 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/ LEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P 0886700400 2523049004SW 27TH ST 89' 64' 80' 52'R/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/ W R/ W OAKSDALE AVE SW10 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 8060 40 CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALSRESIDENTIAL & 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. TCP PHASE 311' SPEEDLIMIT35 ROADWORK W21-4 AHEAD CLOSED RIGHT LANE W20-5R AHEAD W4-2r BE PREPARED TO W20-4 STOP X X X X L PS-8 MATCH TO PS-7 MFP22005177 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 1173964 MSJD09/30/2022 PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E C1 PROJECT DESCRIPTION: BEGIN ROW WORK: 47.46212, -122.23305 END ROW WORK: 47.45545, -122.23301 1 2 3 4 5 6 7 The proposed work within the ROW is to bury new 2,525' of 4" conduit, place (7) new 36"x48" vaults, pull .875 series coax and 96ct fiber along the west side of Oakesdale Ave SW beginning near address 1901 Oakesdale Ave SW and running south to SW corner of Oakesdale Ave SW and SW 27TH ST, RENTON, WA 98057. This 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 MFP22005177 Pre-Construction meeting required 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 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 G G W W T T E E SEW SEW SD SD X X X TV TV GAS WATER TELEPHONE ELECTRIC SANITARY SEWER (SEW) STORM DRAIN FENCE CABLE TV VAULT/PROPOSED VAULTVV 3'x5' BORE PIT 8" POTHOLE 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 1173964 MSJD09/30/2022 PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems C2 MFP22005177 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 1173964 MSJD09/30/2022 PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 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 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E 1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START 2.EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALLBE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINALCONDITIONS. 3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION 4.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS ANDINSPECTOR REQUIREMENTS 5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION 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/LP/LP/LP/LP/LP/L P/LP/L P/L P/L P/L P/L P/L 08867002201901 OAKESDALE AVE SW 0886700210 08867002301900 OAKESDALE AVE SW 0886700240 OAKESDALE AVE SW EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P 90' 65' 90'69'R/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/ W R/ W OAKSDALE AVE SWVSE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SEW SEW SE W SE W SE W SE W SE W U U SE W SE W SE W SE W SE W SD SD SD SD SD SDSDSD SD SD SD SD SDSDSDSDSDSDWW W W W W W W W W W W W W W W W W W W W W W WWW B B B B B B B B B B B B B PLACE 3'x5' BORE PIT; PLACE NEW 36" x 48" VAULT IN SOFT SURFACE BEHIND SIDEWALK BURY 415' (1) 4" CONDUIT /SCHEDULE 80, MIN 36"DEEP BY DIRECTIONALDRILL; PULL (1) .875 SERIESCOAX & (1) 96ct FOC BEGIN ROW WORK:47.46212, -122.23305 14' PS-1MATCH TO PS-2 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E 1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START 2.EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALLBE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINALCONDITIONS. 3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION 4.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS ANDINSPECTOR REQUIREMENTS 5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION P/ L P/ L P/ L P/ L P/ L P/ L P/L P/ L P/LP/LP/ L P/LP/LP/LP/L P/LP/LP/LP/LP/LP/LP/LP/LP/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ L P/LP/LP/L P/L P/L P/L P/L P/L 0886700240OAKESDALE AVE SW 0886700210 0886700250 OAKESDALE AVE SW EO P EO P EO P EO P EO P EO PEOP EOP EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P 90' 68' 90'65'R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/ WR/W R/ W R/ W R/ WR/WR/ W R/ W R/ W R/ W R/ W R/ W OAKSDALE AVE SWVSE W SEW SEW SE W SE W SE W SE W SE W SE W SE W SE W SEW SEW SEW SE W SE WSEWSEW SEW SE W SE W SE WSEW SDSDSD SD SD SDSD SD SD SD SD SD SD SDSDSDSDW W WWW WWW W W W W W BBB B B B B B B BBB B B B B B BB B B B PLACE 3'x5' BORE PIT;PLACE NEW 36" x 48" VAULTIN SOFT SURFACE BEHINDSIDEWALK BURY 395' (1) 4" CONDUIT /SCHEDULE 80, MIN 36"DEEP BY DIRECTIONALDRILL; PULL (1) .875 SERIESCOAX & (1) 96ct FOC BURY 415' (1) 4" CONDUIT /SCHEDULE 80, MIN 36"DEEP BY DIRECTIONALDRILL; PULL (1) .875 SERIESCOAX & (1) 96ct FOC 13' PS-2 MATCH TO PS-1 MATCH TO PS-3 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E 1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START 2.EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALLBE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINALCONDITIONS. 3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION 4.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS ANDINSPECTOR REQUIREMENTS 5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION P/L P/L P/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L P/LP/LP/LP/L P/L P/L P/L P/L P/L P/L 0886700200 0886700250OAKESDALE AVE SW 0886700210 0886700260OAKESDALE AVE SW EO P EO PEOP EO P EO P EO P EO PEOPEO P EO P EO P EO PEOPEO P EO P EO P EO P EO P EO P EO PEOPEO P 90' 65' 90'66'R/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/ WR/W R/ W OAKSDALE AVE SWVSE W SE W SEW SEW SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W U U SDSD SD SD SD SDSDSDSDSDSDSDSDSDSDW W W W W W W W W W WW B B B B B B B B BBB B B BBB B B B B B PLACE 3'x5' BORE PIT; PLACE NEW 36" x 48" VAULTIN SOFT SURFACE BEHINDSIDEWALK BURY 445' (1) 4" CONDUIT /SCHEDULE 80, MIN 36" DEEP BY DIRECTIONAL DRILL; PULL (1) .875 SERIES COAX & (1) 96ct FOC BURY 395' (1) 4" CONDUIT / SCHEDULE 80, MIN 36" DEEP BY DIRECTIONAL DRILL; PULL (1) .875 SERIES COAX& (1) 96ct FOC 12' 13' PS-3 MATCH TO PS-2 MATCH TO PS-4 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E 1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START 2.EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALLBE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINALCONDITIONS. 3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION 4.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS ANDINSPECTOR REQUIREMENTS 5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION P/LP/LP/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/LP/LP/LP/L P/L P/L P/L P/L P/L P/LP/LP/LP/LP/LP/LP/LP/L P/L P/L P/L P/L P/L P/L P/LP/LP/LP/LP/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 08867001001300 SW 27TH ST 0886700260OAKESDALE AVE SW 0886700200 00058000191055 S GRADY WAY EOPEO P EO P EO P EO P EO P EO P EO PEOPEO P EO P EO P EO PEOPEO PEOP EO P EO PEOP EO P EO P EO P 90' 65' 90' 65'R/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/ W R/ W R/ W OAKSDALE AVE SWVSE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W U U SEW SD SD SDSDSDSD SD SD SD SD SD SDSDSD SD SDSD SD SD SDSDSDSDSD W WW W WWWWW W W W W W W W W W W W W W W W W W W W W W W B B B BBB B B B B B B B BBB B B B B BB PLACE 3'x5' BORE PIT; PLACE NEW 36" x 48" VAULT IN SOFT SURFACE BEHIND SIDEWALK PLACE 3'x5' BORE PIT;RESTOR TO EXISTINGCONDITIONS BURY 445' (1) 4" CONDUIT /SCHEDULE 80, MIN 36"DEEP BY DIRECTIONALDRILL; PULL (1) .875 SERIESCOAX & (1) 96ct FOC BURY 600' (1) 4" CONDUIT /SCHEDULE 80, MIN 36"DEEP BY DIRECTIONALDRILL; PULL (1) .875 SERIESCOAX & (1) 96ct FOC BURY 75' of (1) 4" CONDUIT / SCHEDULE 80, MIN 36" DEEP BY OPEN TRENCH; PULL (1).875 SERIES COAX & (1) 96ctFOC 13' PS-4 MATCH TO PS-3 MATCH TO PS-5 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E 1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START 2.EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALLBE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINALCONDITIONS. 3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION 4.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS ANDINSPECTOR REQUIREMENTS 5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LEO P 08867001001300 SW 27TH ST 00058000191055 S GRADY WAY EOPEOPEOP EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EOPEOPEOPEOPEO P EO P 90' 66' 90'66'R/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/ W R/ W OAKSDALE AVE SWSE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SEW SEW SE WSEW SE W SE W SE W SE W SDSDSDSD SDSDSD SD SD SD SD SD SD SD SD SDSDWWWWWWWWW W WW W W W W W W W B B BBB B B B BBB B B B BBB B B B BB BURY 600' (1) 4" CONDUIT /SCHEDULE 80, MIN 36"DEEP BY DIRECTIONALDRILL; PULL (1) .875 SERIES COAX & (1) 96ct FOC PS-5 MATCH TO PS-4 MATCH TO PS-6 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E 1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START 2.EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALLBE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINALCONDITIONS. 3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION 4.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS ANDINSPECTOR REQUIREMENTS 5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION P/L P/L P/L P/L P/L P/LP/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/LP/LP/LP/LP/LP/LP/L P/L P/L P/L P/L P/L P/L P/L P/LP/ L P/LP/ L P/ L P/ L P/ L P/ L P/ L P/ L P/ LP/LP/ L P/ L P/ L P/L P/L P/L P/L P/L P/L EO P EO PEOP EO P EO P EO P EO P EO P EO PEOP EO P 0886700180OAKESDALE AVE SW 0886700170 00058000191055 S GRADY WAY 25230490011150 SW 27TH ST EO P EO P EO P EO P EO P EOP EO P EO P EO P EO PEOP 90' 66' 90'66'R/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/ WR/WR/ W R/ W OAKSDALE AVE SWVSE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SEW SE W SE W SE W SE W SE W SE W SE W SE W SE W SE W SEW SEW SEW SEW SEW SEW SEW SEW U U SD SD SDSDSD SD SDSDSDSDW W W W W W W W W W W W W W W W B B B B B B B B B B B B B B BBB B B BBB 12' 12' 19' PLACE 3'x5' BORE PIT; PLACE NEW 36" x 48" VAULT IN SOFT SURFACE BEHIND SIDEWALK BURY 445' (1) 4" CONDUIT / SCHEDULE 80, MIN 36"DEEP BY DIRECTIONALDRILL; PULL (1) .875 SERIESCOAX & (1) 96ct FOC BURY 600' (1) 4" CONDUIT /SCHEDULE 80, MIN 36" DEEP BY DIRECTIONAL DRILL; PULL (1) .875 SERIES COAX & (1) 96ct FOC 10' PS-6 MATCH TO PS-5 MATCH TO PS-7 MFP22005177 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 1173964 MSJD09/30/20221" = 40' PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E 1.UTILIES SHOWN AREAPPROXIMATE. CONTRACTOR TOHAVE ALL UTILITIES VERFIED PRIORTO CONSTRUCTION START 2.EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALLBE PROTECTED AND FUNCTIONALTHROUGHOUT THECONSTRUCTION PROJECT. IF ANYPARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTIONACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINALCONDITIONS. 3.POTHOLE IS SOFT SURFACES WHENAVAILABLE. PATCH POTHOLELOCATION PER LOCALJURISDICTION SPECIFICATION 4.PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUETO UTILITY LOCATIONS ANDINSPECTOR REQUIREMENTS 5.UNKNOWN UTILITY DEPTHS TO BEVERIFIED IN FIELD DURING TIME OFCONSTRUCTION P/ L P/ L P/ L P/L P/ L P/LP/LP/LP/LP/LP/L P/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/LP/L P/L P/ L P/ L P/ L P/ L P/L P/L P/L P/L P/L P/L EOP EOP EOP EOP EOP EOP EO P EO P EOP EO P EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEO PEOP EOP EO P EOP EOP EOP EOP EOP EOP 0886700400 2523049004SW 27TH ST 2523049001 1150 SW 27TH ST0886700170 EOPEOPEOPEOPEOPEOPEOP EO P EO P 90' 66'58'90'89' 64'91'56'R/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/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/ W R/ W R/ W R/ W R/ W R/ WR/WR/WR/WR/WR/WR/WR/WSW 27TH ST SW 27TH ST OAKSDALE AVE SWOAKSDALE AVE SWVSE W SE W SEW SE W SE W SE W SE W SE W SE W SE WSEW SE W SE W SEW SE W SE W SE W SE W SE W SE W SE WSEW SE W SE W U U U SEWSEWSEWSEWSEWSEWSEWSEW SD SD SD SD SD SD SD SD SD SD SD SDSD SDSDSDSD SDSDSD SD SDSDSD SD SD SD SD SDSDSD SDSDSDSDSDSDSDSD SDSDSDWW W WWWW W WW W W W WW W W W W W WWWWWWWWWW GGGGGGGG G G G G G B B B B B B B B B B B B B B B B 18' 19' 12' 6' 9' PLACE 3'x5' BORE PIT;RESTORE TO EXISTINGCONDITIONS PLACE 3'x5' BORE PIT;REPLACE EXISTINGCOMCAST 17"x30" VAULTWITH NEW 36" x 48" VAULT INLANDSCAPE. BURY 150' (1) 4" CONDUIT /SCHEDULE 80, MIN 36" DEEP BY DIRECTIONAL DRILL; PULL (1) .875 SERIES COAX & (1) 96ct FOC PLACE 3'x5' BORE PIT;PLACE NEW 36" x 48" VAULTIN SOFT SURFACE BEHINDSIDEWALK END ROW WORK: 47.45545, -122.23301 BURY 445' (1) 4" CONDUIT /SCHEDULE 80, MIN 36"DEEP BY DIRECTIONALDRILL; PULL (1) .875 SERIESCOAX & (1) 96ct FOC VPS-7 MATCH TO PS-5 MFP22005177 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 1173964 MSJD09/30/2022 PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems TYP MFP22005177 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 1173964 MSJD09/30/2022 PROJECT FOR: RENTON WA 98057 SW 16th St & Oakesdale Ave SW PBGF-PB - Longacers Unico Sounders 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems RENTON TYP MFP22005177