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Home My WebLink AboutMFP22002463.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP22002463 IVR Number: 22002463 Permit Information Permit Name: Comcast Cable Franchise Permit / Comcast JB-959792 Address/Location:05/10/2022Application Date:3123059092Parcel Number: 3900 EAST VALLEY RD Permit Type:06/08/2022Issue Date:Franchise Permit Work Class:06/08/2023Expiration Date:Minor Utility Job Number: JB0000959792Franchise Type:Cable Description: Revision: dig up and repair broken conduit in the ROW. see site plan for details. Restoration per City of Renton standards. Comcast: JB 959792 Access existing comcast doghouses. Proof existing conduit and pull 692' of 96ct fiber along SW 41st St and E Valley RD. Pre construction meeting required. Contacts Name Address PhoneTypeBilling David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 Applicant Joshua Day CCI SYSTEMS 105 Kent St Iron Mountain, MI 49801 ApplicantX Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Applicant Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact Sandra Castro Comcast C: (209) 561-4786Contact Jessamin Santos Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (206) 401-2188Contact Michael Cannon Cannon Constructors Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787Contractor Business License Number: 41539Construction 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 Page 1 of 2THIS 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: Please check all that apply: ☐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 209-561-4786 Sandra Castro Cannon Construction LLC - 253-922-2787 20838601590363 JB0000959792 sandra_castro2@comcast.com F61321-JB-959792-RENTON-13900 E Valley Rd, RENTON WA 98057 x 5/10/22 The proposed work within the ROW is to access existing Comcast doghouses, proof existing Comcast buried conduit and pull 692' of 96ct fiber along SW 41St St and E Valley RD to address 3900 E VALLEY RD, Renton WA 98057. No disturbance of surface. MFP22002463 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. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐Electronic Copy of the TCP Application ☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall: Include map(s) showing the location of the project and work area. Be legible lettering and clear, contrasting, symbols of viewing or printing. Must indicate street names, and north arrow and scale. Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering 425.941.7820 Milton,WA 98354406 Porter Way Nate Pinson x x Project Name: Permit #: Site Address: 3900 E VALLEY RD, RENTON WA 98057 Work Date: From Work Time: Start ____9AM__________ End ____3PM__________ Construction Company: Cannon Construction LLC The proposed work within the ROW is to access existing Comcast doghouses, proof existing Comcast buried conduit and pull 692' of 96ct fiber along SW 41St St and E Valley RD to address 3900 E VALLEY RD, Renton WA 98057. No disturbance of surface. F61321-JB-959792-RENTON-1 8/08/2022 To 8/12/2022 MFP22002463 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) 5/10/22 Sandra Castro 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 959792 MSJD05/6/2022 PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 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 98290PHONE: 360-926-3437 TRAFFIC CONTROL 24-HR CONTACT: CHRIS ATKINSONMOBILE: 360-926-3437 CHRIS.ATKINSON@CABLECOMLLC.NET C1 PROJECT DESCRIPTION: The proposed work within the ROW is to access existing Comcast doghouses, proof existing Comcast buried conduit and pull 692' of 96ct fiber along SW 41St St and E Valley RD to address 3900 E VALLEY RD, Renton WA98057. No disturbance of surface. BEGIN ROW WORK: 47.44373, -122.21961 END ROW WORK: 47.44473, -122.21826 1 2 3 MFP22002463 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 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 959792 MSJD05/6/2022 PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems C2 MFP22002463 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 959792 MSJD05/6/2022 PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 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 MFP22002463 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 012056 EXP: 1/31/2023 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 EOP EOP EOP EOP EOPEOPEOPP/ 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 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 1823059073225 RAINIER AVE S 1253600050200 SW 41ST ST 1253600040110 SW 41ST ST 39268000604201 EAST VALLEY RD 3926800040101 SW 41ST S EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP SW 41ST ST R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W80'55'57'80'EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPBEGIN ROW WORK:47.44373, -122.21961ACCESS DOGHOUSESPEEDLIMIT25 SPEEDLIMIT25WORK AREA WORK AREA ROADWORK W21-4 AHEAD W4-2r CLOSED RIGHT LANE W20-5R AHEAD X X X SPOTTER TO ASSIST PEDESTRIANS THROUGH WORK ZONE 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 3020 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 1 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W PS-1MATCH TO PS-2MFP22002463 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 012056 EXP: 1/31/2023 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 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EO P EO P EO P EO P EO P EO PEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPP/ 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/ 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/L1253600030 3751 EAST VALLEY RD 3123059032 4000 EAST VALLEY RD 3123059092 3900 EAST VALLEY RD1253600040110 SW 41ST ST 3926800040101 SW 41ST S EOPEOP EOP EOP EOP EOP EOP EOP EOP EO P EO P EO P EO P EO P SW 41ST ST E VALLEY RDE VALLEY RDR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/ 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/ W R/ W R/ W R/ W R/ W R/ W 167 SB O F F R A M P 167 S B O N R A M P80'57'78' 56' 78' 51'SPEEDLIMIT30SPEEDLIMIT25SPEEDLIMIT35 SPEEDLIMIT35 ROADWORK W21-4 AHEAD W4-2r CLOSED RIGHT LANE W20-5R AHEAD ROADWORK W21-4 AHEAD ROADWORK W21-4 AHEAD X X X X X 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 1 R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/ W R/ W PS-2MATCH TO PS-1MFP22002463 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 012056 EXP: 1/31/2023 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 EOP EOP EOP EOP EOPEOPEOPP/ 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 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 1823059073225 RAINIER AVE S 1253600050200 SW 41ST ST 1253600040110 SW 41ST ST 39268000604201 EAST VALLEY RD 3926800040101 SW 41ST S EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP SW 41ST ST 80'55'57'80'EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPBEGIN ROW WORK:47.44373, -122.21961ACCESS DOGHOUSESPEEDLIMIT25 SPEEDLIMIT25WORK AREA ROADWORK W21-4 AHEAD X SPOTTER TO ASSIST PEDESTRIANS THROUGH WORK ZONE 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 3020 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 2 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/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W PS-1MATCH TO PS-2MFP22002463 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 012056 EXP: 1/31/2023 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 EOP EO PEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EO P EO P EO P EO P EO P EO PEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPP/ 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/ 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/L12536000303751 EAST VALLEY RD 3123059032 4000 EAST VALLEY RD 31230590923900 EAST VALLEY RD1253600040110 SW 41ST ST 3926800040 101 SW 41ST S EOPEOP EOP EOP EOP EOP EOP EOP EOP EO P EO P EO P EO P EO P SW 41ST ST E VALLEY RDE VALLEY RDR/ W R/ W R/ W R/ W R/ W 167 SB O F F R A M P 167 S B O N R A M P80'57'78' 56' 78' 51'SPEEDLIMIT30SPEEDLIMIT25SPEEDLIMIT35 SPEEDLIMIT35 ROADWORK W21-4 AHEAD W4-2r CLOSED RIGHT LANE W20-5R AHEAD ROADWORK W21-4 AHEAD X X X X 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 MPH50/7035/45 25/30 TAPER TANGENT40 30 20 806040 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 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/ WR/WR/W R/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/ 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 5' MINSTAND OK 5' MINSTAND OK PS-2 MATCH TO PS-3 MATCH TO PS-1MFP22002463 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 012056 EXP: 1/31/2023 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 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/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 3023059092 3820 EAST VALLEY RD 12536000303751 EAST VALLEY RD 31230590923900 EAST VALLEY RD 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 E VALLEY RDR/ W R/ W R/ W R/ W R/ W 78' 51' 78' 51' EO P EO P EO P EO P EO P EO P EO P END ROW WORK:47.44473, -122.21826 SPEEDLIMIT35 SPEEDLIMIT35 WORK AREA 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 50/7035/4525/30 TAPER TANGENT 403020 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. 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/WROADWORK W21-4 AHEAD W4-2r CLOSED RIGHT LANE W20-5R AHEAD X X X TCP PHASE 2 PS-3MATCH TO PS-2 MFP22002463 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 012056 EXP: 1/31/2023 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 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EO P EO P EO P EO P EO P EO PEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPP/ 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/ 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/L1253600030 3751 EAST VALLEY RD 31230590324000 EAST VALLEY RD 3123059092 3900 EAST VALLEY RD1253600040110 SW 41ST ST 3926800040101 SW 41ST S EOPEOP EOP EOP EOP EOP EOP EOP EOP EO P EO P EO P EO P EO P SW 41ST ST E VALLEY RDE VALLEY RDR/ W R/ W R/ W R/ W R/ W 167 SB O F F R A M P 167 S B O N R A M P80'57'78' 56' 78' 51'SPEEDLIMIT30SPEEDLIMIT25SPEEDLIMIT35 SPEEDLIMIT35 ROADWORK W21-4 AHEAD ROADWORK W21-4 AHEAD X10550 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.R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/ 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/ 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 TCP PHASE 3 5' MIN STAND OK BE PREPARED TO W20-4 STOP 48" 48" W20-7A 48" 48" W20-7A X X X BE PREPARED TO W20-4 STOP 48" 48" W20-7A X X ROADWORK W21-4 AHEAD BE PREPARED TO W20-4 STOP 48" 48" W20-7A X X X >>>>>>>>SIGNAL TO BE SET TO RED FLASH MODE. UNIFORMED POLICEOFFICERS REQUIRED AT ALL TIMES TO CONTROL TRAFFIC. X PS-2 MATCH TO PS-3 MFP22002463 Coordinate with Renton inspector at pre-construction meeting 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E TRAFFIC CONTROL SUPERVISOR: JOSH DAYTCS CERT # 012056 EXP: 1/31/2023 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 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/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 3023059092 3820 EAST VALLEY RD 12536000303751 EAST VALLEY RD 31230590923900 EAST VALLEY RD 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 E VALLEY RDR/ W R/ W R/ W R/ W R/ W 78' 51' 78' 51' EO P EO P EO P EO P EO P EO P EO P END ROW WORK:47.44473, -122.21826 SPEEDLIMIT35 SPEEDLIMIT35 WORK AREA 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 50/7035/4525/30 TAPER TANGENT 403020 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. 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/WROADWORK W21-4 AHEAD W4-2r CLOSED RIGHT LANE W20-5R AHEAD X X X TCP PHASE 3 WORK AREA WORK AREA SPOTTER TO ASSIST PEDESTRIANS THROUGH WORK ZONE BE PREPARED TO W20-4 STOP ONLYONLYONLYKEEP RIGHT R4-7aR >>>>>>>>>>>>X PS-3MATCH TO PS-2 MFP22002463 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 959792 MSJD05/6/2022 PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems S W N E C1 PROJECT DESCRIPTION: The proposed work within the ROW is to access existing Comcast doghouses, proof existing Comcast buried conduit and pull 692' of 96ct fiber along SW 41St St and E Valley RD to address 3900 E VALLEY RD, Renton WA98057. No disturbance of surface. BEGIN ROW WORK: 47.44373, -122.21961 END ROW WORK: 47.44473, -122.21826 1 2 3 REQUIRE DIG UP TO LOCATE MISSING VAULT / FAILED PROOFING MFP22002463 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 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 959792 MSJD05/6/2022 PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 906-282-3670Mike SnowdanPROJECT MANAGERCCI Systems C2 MFP22002463 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 959792 MSJD05/6/2022 PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 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 MFP22002463 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 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 EOP EOP EOP EOP EOPEOPEOPP/ 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 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 1823059073225 RAINIER AVE S 1253600050200 SW 41ST ST 1253600040110 SW 41ST ST 39268000604201 EAST VALLEY RD 3926800040101 SW 41ST S EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP SW 41ST ST B B B B B B B 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/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 80'55'57'80'11' 14'EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPBEGIN ROW WORK:47.44373, -122.21961ACCESS DOGHOUSE 84'PROOF EXISTING COMCAST CONDUIT; PULL (1) 96ct FOC PROOF EXISTING COMCAST CONDUIT; PULL (1) 96ct FOC ACCESS DOGHOUSE 429' PS-1MATCH TO PS-2 MATCH TO PS-2MFP22002463 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 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 EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOP EO P EO P EO P EO P EO P EO PEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPP/ 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/ 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/L12536000303751 EAST VALLEY RD 31230590324000 EAST VALLEY RD 3123059092 3900 EAST VALLEY RD 1253600040110 SW 41ST ST 3926800040101 SW 41ST S EOPEOP EOP EOP EOP EOP EOP EOP EO P EO P EO P EO P EO P SW 41ST ST E VALLEY RDE VALLEY RDB B B B B B B B B B B B B B B B B B B B R/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 R/ 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/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W R/ W 167 SB O F F R A M P 167 S B O N R A M P80'57'78' 56' 78' 51' PROOF EXISTINGCOMCAST CONDUIT;PULL (1) 96ct FOC 429'429'REQUIRE DIG UP TOLOCATE MISSINGVAULT / FAILEDPROOFING SEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEW SEW SEW SEW SEW SEWSEWSD SD SD SD SD SD SD SD SDSDSD SD SD SD W W W WWWWWWWWWWW W W W W W W W W W W W W W W W W PS-2 MATCH TO PS-3 MATCH TO PS-1MFP22002463 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 959792 MSJD05/6/20221" = 40' PROJECT FOR: RENTON, WA 98057 3900 E VALLEY RD Smart Talent 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 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/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 3023059092 3820 EAST VALLEY RD 12536000303751 EAST VALLEY RD 31230590923900 EAST VALLEY RD 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 E VALLEY RDB B B B B B B B B B B 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/ W R/ W R/ W R/ W R/ W R/ W 78' 51' 7'10' 9' 78' 51' EO P EO P EO P EO P EO P EO P EO P END ROW WORK:47.44473, -122.21826 PROOF EXISTINGCOMCAST CONDUIT;PULL (1) 96ct FOC ACCESSDOGHOUSE ACCESSDOGHOUSE ACCESSDOGHOUSE 429'69'110'PS-3MATCH TO PS-2 MFP22002463 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP22002463 (Date)(Signature) Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES