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Home My WebLink AboutMFP20002248.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20002248 IVR Number: 20002248 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:05/20/2020Application Date:7231502265Parcel Number: 201 WILLIAMS AVE S Permit Type:08/28/2020Issue Date:Franchise Permit Work Class:08/28/2021Expiration Date:Major Utility Job Number: 46294Franchise Type:Cable Description: At Williams and S 3rd: Replace existing vault with new vault at tie in location. Bore existing occupied 2" conduit. set vault and wreck out abandoned coax. At Williams and S 2nd: trench (1) 4" conduit and pull (1) hardline coax and (1) fiber per design. Dig and intercept coax with new vault. Pothole all existing utilities. Restoration Per City of Renton standards. REVISION: Dig and intercept existing occupied 2" conduit. Set 24x36 vault and wreck out abandoned coax. Bore and place (2) 2" conduits. Pull (1) hardline coax. Replace existing vault with new 24x36 vault. APPROVED WITH COMMENTS OR REDLINES PRE CONSTRUCTION MEETING REQUIRED SEE THE ATTACHED SHEET FROM KPG FOR VAULT INSTALL ON THE NORTHWEST CORNER OF S 3RD ST AND WELLS AVE S. Contacts Name Address PhoneTypeBilling Terri Coe Cannon Construction Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787 C: (360) 620-8811 Applicant Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Contact Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Michael Cannon Cannon Construction Inc 406 Porter Way Milton, WA 98354-9638 B: (253) 922-2787 C: (253) 588-4034 Contractor Business License Number: 20838Electrical Contractor: CANNOCI873CL Construction Contractor: CANNOCI055CS 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 X General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (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 Major Franchise Permit: MFP20002248 (Date)(Signature) Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOM IC DEVELOPMENT Planning Division | 1055 South Grady Way, 6th Floor I Renton, WA 98057 | 425-43O-72OO E m a i I : f ra n c h i se pe rm its@fe_n -tqrt_W_a. gqV Website: tentanwa.cav 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 56SO.OO. lnspection fee for trenching more than 50 lineal feet or installation of 6 or more poles will be billed at 560.00 per hour. ComcastFranchise Agency: Franchise Job Number: Contact Name: lob Site Address: J80000046294 253-864-4246 ffi ffi Phone: Email: Project Name: Description of work: williams & s 3rd: Replace existing vault with new 24x36 at tie in location. Bore existing occup (1) 4" conduit and pull (1) hardline coax and (1) fiber per design. Dig and intercept existing cor E New Construction fl Repair/Relocate E Underground E Overhead E Sidewalk E Street 65E Open Trench E Bore #offeet: Please check all that Contractor Name:nc - tern 360-620-8811 INSPECTIONS SHALL BE REQUESTED 2/t HQA85P8!8BTO COMMENCEMENT OF ALL WORK BY CALLING THE /fdSPEfi/oN LINE AT 425430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM tobs dre required to be mlled in for job stort, re-inspedion and project finol. Re-inspedion fees ore billed ot StZS/hour. All Pre-Construction meetings shall be scheduled at a moximum of 74 days prior to the job stort dote. state contractors License #: 601590363 city of Renton Business License #' 20838 ,,lcertifothatlam.h"o*n",doherebyagreetoabideto.r,"."-m under this permit and shall comply with the City of Renton's Trench Restoration and Street Overlay Requirements. " signature =3,' ! .a Plan Review/Development Engineering Approved as submitted Pre-Construction Meeting requ ired Approved with comments or redlines Camera inspection of utilities required Site Construction lnspector Development Engineering Manager Date Page 1 of 1 Published: 71212079 MFP20002248 This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR Scott Warlick 6/1/2020 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS Justin Johnson 8/28/2020 DEPARTMENT OF PUBLIC WORKS Transportation Division | 1055 South Grady Way, Sth Floor I Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFTC CONTROL PLAN (TCp) APPLTCATTON Published: 1L/25/20L9 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMTTTED TO pUBLtC WORKS TRANSPORTATTON DtVtStON FOR REVIEVAPPROVAT NO LATER THAN F|VE (5) WORKTNG pAyS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line "TCP Applicotion - [Project Nomel' or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: t. E R copy of the Traffic Control Plan (TCP) Application form. 2. E A copy of the required TCP layout, preferred LL" XL7" paper size format, which shall: n lnclude map(s) showing the location of the project and work area. E ge legible lettering and clear, contrasting, symbols of viewing or printing. n Must indicate street names, and north arrow and scale. n Atl signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. n Types of plans required: E Work hour plan - show all mobility impacts during construction hours. I 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. E Changing construction phases - show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. E Pedestrian access/detour plan, if applicable. Williams Ave S Node Conversion permit #:Project Name: Project Address:Intersection of Williams Ave S & S 2nd St, lntersection of Wells Ave S & S 3rd Work Date: From Work Time: Start Description of Work, Work Schedule, Equipment Used: Replace existing vault, bore, dig and intercept 2" conduit To New trench, dig and intercept conduit, set new vault Construction Company:Cannon Construction Inc Phone/cett: (360 ) 620 -8811 Terri CoeApplicant Name: 406 Milton WayBusiness Address: tcoe @ cannonconstructioninc.comEmail:. Milton. WA 98354City/State: Zip: Approved By:Date: Transportation Operations Engineering Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1of 2 Published: 7U25|2OI9 Scott Warlick CED 6/1/2020 Monday - Friday 8:00AM - 3:00PM MFP20002248 APPTICANT AGREES TO AtL THE FOLLOWING: o TCP must be approved prior to commencing the work, and all permit conditions shall be met.o ExistinB pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. o 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. o The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway.r Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.o 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. o TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). . 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 RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. o lndemnify 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 Applicant's agents and employees.o The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgmen! 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.o ln the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same.o Flagger and sign placement are subject to revision by the City lnspector on site, if needed to address traffic or pedestrian safety or travel. o Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.. Approved Temporary TCP must be at the work site during work hours.o 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.o 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. ln the case of Temporary No Parking Zones, all the following apply in addition to previous: o Contractor must complete form to show limits of Temporary No ParkingZone 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. o The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.o Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. lf deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Stree! 425-430-7423).r};:Er,n- "l?r ' C,l( Applicant's Signature Print Name 5-aD-ooN) Date Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 Published: 1t/25/2019 WILLIAMS AVE SS 2ND ST S 2ND STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLFLFLFLFLFLFLWILLIAMS AVE SWTPOLICE OFFICER W20-1 W4-2R W20-7 W3-4 W20-5R R2-1 R2-1 W20-1 W4-2R W20-7 W3-4 W20-5R W20-1W20-7 W3-4 W20-1W20-7 W3-4SPOTTER N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION WILLIAMS AVE S & S 2ND ST RENTON, WA, 98056 TCP 1 4 5/18/2020 AH AF ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP 2-WAY INTERSECTION SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. CANNON COMPANIES Alex Fox - (253)-359-6809 - afox@cannonconstructioninc.com 1.39MFP20002248 WILLIAMS AVE SS 2ND ST S 2ND STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLFLFLFLFLWILLIAMS AVE SPOLICE OFFICER W20-1 W20-7 W3-4 W20-1 W20-7 W3-4 W20-1W20-7 W3-4 W20-1W20-7 W3-4 WT R2-1 R2-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION WILLIAMS AVE S & S 2ND ST RENTON, WA, 98056 TCP 2 4 5/18/2020 AH AF ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP 2-WAY INTERSECTION SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. CANNON COMPANIES Alex Fox - (253)-359-6809 - afox@cannonconstructioninc.com MFP20002248 WILLIAMS AVE SS 2ND ST S 2ND ST VEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLFLFLFLFLFLFLWILLIAMS AVE SPOLICE OFFICER W4-2L W20-5L W20-1 W20-7 W3-4 W20-1 W20-7 W3-4 W4-2L W20-5L W20-1 W20-7 W3-4 W20-1 W20-7 W3-4 R2-1 R2-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION WILLIAMS AVE S & S 2ND ST RENTON, WA, 98056 TCP 3 4 5/18/2020 AH AF ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: FLAGGING SETUP 2-WAY INTERSECTION SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. CANNON COMPANIES Alex Fox - (253)-359-6809 - afox@cannonconstructioninc.com WTWT MFP20002248 Lane closure required. provide lane shift S 3RD ST S 3RD ST WELLS AVE SEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLEOPEOPFLFLFLEOPEOP EOPFLFLFLFLFLFLFL FL FL FL FL FLWELLS AVE SFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLR2-1 R2-1 WT W20-1 W21-5 W20-1 W21-5 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION RENTON, WA, 98056 TCP 4 4 5/18/2020 AH AF ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: SHOULDER CLOSURE 2-LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. CANNON COMPANIES Alex Fox - (253)-359-6809 - afox@cannonconstructioninc.com 5.07 WELLS AVE S & S 3RD ST MFP20002248 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4-5 -OVERVIEW 6-7 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: SHEET INDEX: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL FOOTAGE = 0 FT. 0 FT. 295 FT. 0 FT. 0 FT. 295 FT. PROJECT DESCRIPTION - ROW* NEW BUILDING PATH WAY = EXISTING BUILDING PATH WAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. PROJECT DESCRIPTION -SITE* TOTAL PROJECT FOOTAGE =295 FT. WILLIAMS AVE S & S 2ND ST: -SPLICE FIBER -SPLICE COAX AT EXISTING COAX TIE IN -NEW TRENCH. PLACE (1) 4" CONDUIT AND PULL (1) HARDLINE COAX AND (1) FIBER PER DESIGN -DIG AND INTERCEPT EXISTING CONDUIT. SET NEW 24X36 VAULT AND WRECK OUT ABANDONED COAX WELLS AVE S & S 3RD ST: -REPLACE EXISTING VAULT WITH NEW 24X36 AT COAX TIE IN LOCATION -BORE AND PLACE (2) 2" CONDUITS. PULL (1) HARDLINE COAX -DIG AND INTERCEPT EXISTING OCCUPIED 2" CONDUIT. SET 24X36 VAULT AND WRECK OUT ABANDONED COAX CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST WILLIAMS AVE S & S 2ND ST, WELLS AVE S & S 3RD ST RENTON, WA 98056 WILLIAMS AVE S NODE CONVERSION PC#500000 JB0000046294 NODE CONVERSION CANNON COMPANIES Alex Fox - (253)-359-6809 - afox@cannonconstructioninc.com COMCAST COMMUNICATION Todd Zimny - (360)-507-0598 - Todd_Zimny@cable.comcast.com MFP20002248 N EOP FL P C S D G W TS T ST UT ROW DD DD DD DD EDGE OF PAVEMENT FOGLINE POWER COMMUNICATION SEWER DRAIN DRAINAGE DITCH GAS WATER TRAFFIC SIGNAL TELCOM STEAM UNKNOWN UTILITY RIGHT OF WAY TRAFFIC CONES PROPOSED NEW CONDUIT STRAW WATTLES P V LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA CB CB CATCH BASIN CATCH BASIN WITH SOCK GLULAM UTILITY POLECENTER LINE LANE LINE FENCE HIGH VISIBILITY FENCE S SEWER MANHOLE D DRAIN MANHOLE W WATER MANHOLE V UTILITY VALVE SHRUBBERY BORE PIT VAULT - LARGE VAULT - 25TA C COMMUNICATION MANHOLE FIRE HYDRANT DISTANCE STATIONSTA 0+00 NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE SIDEWALK PANEL CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE CAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES COMCAST SPLICE CASE OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION WILLIAMS AVE S & S 2ND ST RENTON, WA, 98056 LEGEND 2 7 5/18/2020 AH AF MFP20002248 GENERAL NOTES STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION WILLIAMS AVE S & S 2ND ST RENTON, WA, 98056 GENERAL NOTES 3 7 5/18/2020 AH AF MFP20002248 824 900 808 232 801 810 306 818 304 814 807 811 817 819 825 822 826 237 S 3RD ST S 3RD ST WELLS AVE SVV WELLS AVE SCOAX TIE IN LOCATION: REPLACE EXISTING VAULT WITH NEW 24X36 65' DIG AND INTERCEPT EXISTING OCCUPIED 2" CONDUIT. SET 24X36 VAULT AND WRECK OUT ABANDONED COAX BORE AND PLACE (2) 2" CONDUITS. PULL (1) HARDLINE COAX N OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION WELLS AVE S & S 3RD ST RENTON, WA, 98056 OVERVIEW 1 4 7 5/18/2020 AH AF COMCAST MFP20002248 Please see the attached plan from KPG for this work 201 201 858 WILLIAMS AVE SS 2ND ST S 2ND ST VFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLMH V WILLIAMS AVE SSPLICE FIBER SPLICE COAX AT EXISTING TIE IN NEW TRENCH. PLACE (1) 4" CONDUIT, PULL (1) HARDLINE COAX AND (1) FIBER PER DESIGN 230' DIG AND INTERCEPT EXISTING CONDUIT. SET NEW 24X36 VAULT AND WRECK OUT ABANDONED COAX N OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION WILLIAMS AVE S & S 2ND ST RENTON, WA, 98056 OVERVIEW 2 5 7 5/18/2020 AH AF COMCAST MFP20002248 824 900 808 232 801 810 306 818 304 814 807 811 817 819 825 822 826 237 S 3RD ST S 3RD ST WELLS AVE SVV EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLEOPFLFLEOPFLFLFLFLFL FL FL FL FLWELLS AVE SFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLCOAX TIE IN LOCATION: REPLACE EXISTING VAULT WITH NEW 24X36 65' DIG AND INTERCEPT EXISTING OCCUPIED 2" CONDUIT. SET 24X36 VAULT AND WRECK OUT ABANDONED COAX BORE AND PLACE (2) 2" CONDUITS. PULL (1) HARDLINE COAX N OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION WELLS AVE S & S 3RD ST RENTON, WA, 98056 DESIGN 1 6 7 5/18/2020 AH AF COMCAST MFP20002248 Please see the attached plan from KPG for this work 201 201 858 WILLIAMS AVE SS 2ND ST S 2ND ST VEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP FLFLFLFLFLFLFLFLFLFLFLMH V WILLIAMS AVE SSPLICE FIBER SPLICE COAX AT EXISTING TIE IN NEW TRENCH. PLACE (1) 4" CONDUIT, PULL (1) HARDLINE COAX AND (1) FIBER PER DESIGN 230' DIG AND INTERCEPT EXISTING CONDUIT. SET NEW 24X36 VAULT AND WRECK OUT ABANDONED COAX N OF DATE REVISION BY QC CANNON COMPANIES 0000046294NODE CONVERSION WILLIAMS AVE S & S 2ND ST RENTON, WA, 98056 DESIGN 2 7 7 5/18/2020 AH AF COMCAST MFP20002248 S 3RD ST WELLS AVE SLEGEND CONSTRUCTION NOTES GENERAL NOTES PLAN NUMBER BY APP.REVISION DESCRIPTION DRAWN BY: DESIGN BY: CHECK BY: PROJ MGR: FILE:BY:DATE: APPROVED FOR CONSTRUCTION DATE DRAWING NO. PROJECT NO. FED AID NO. DATE: SHEET NO.OF SURVEYED: 16125RD01.dwg BID DOCUMENT Public Works Department CITY OF RENTON 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design REGISTERED NOTG NIHSAWFOETATS ERN EPRFO ENNALIO E S IGS 41380OLIVIA B. PARAS CHI V12-27-2019JF OBP BRAA CS KPG WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT 28 119 DEC 2019 HIPUL-STP 9917(034) 16125 28 ROADWAY PLAN S 3RD ST & WELLS AVE S CHANGE ORDER #2: PLANTER SIZE REVISION ONLY BRAA OBP 03/30/20 COMCAST UTILITY RELOCATION BRAA OBP 08/24/20 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP20002248 Engineering 1 Engineering General Conditions VAULT LOCATION ON THE NORTHWEST CORNER OF WELLS AVE S AND S 3RD ST TO FOLLOW APPROVED PLAN FROM KPG Page 1 of 1