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Home My WebLink AboutMFP22003587.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22003587 IVR Number: 22003587 Permit Information Permit Name: Comcast Cable Franchise Permit-JB000098365 Address/Location:07/11/2022Application Date:7231501875Parcel Number: 808 S 3RD ST Permit Type:07/27/2022Issue Date:Franchise Permit Work Class:07/27/2023Expiration Date:Major Utility Job Number: 983652Franchise Type:Cable Description: Comcast JB0000983652 REPLACE EXISTING CONDUIT & INSTALL NEW (2) 233LA VAULT. PROOF & PULL .625 COAX THROUGH EXISTING CONDUIT. OPEN TRENCH ON HARD SURFACE. INSTALL (1) NEW 4" CONDUIT WITH .625 COAX. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX Andrew Parker Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (253) 225-0596Contact Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 Contractor Business License Number: 20838Construction Contractor: CANNOCL791JK Electrical Contractor: CANNOCI873CL 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 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 (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 1/2/2019 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: 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 JB0000983652 Andrew Parker 253-225-0596 andrew_parker2@comcast.com 300 Burnett Ave S Renton, WA 98055 300 Burnett Replace existing conduit & install new (2) 233LA vault. Proof & pull .625 COAX through existing conduit. Open trench on hard surface. Install (1) new 4" conduit with .625 COAX. 70 Cannon Construction LLC - David Standring 253-922-2787 601590363 20838 07/11/2022 MFP22003587 RESTORATION PER CITY OF RENTON STANDARDS Scott Warlick 7/27/2022 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].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering JB0000983652 300 Burnett Ave S Renton, WA 98055 Cannon Andrew Parker 253-225-0596 410 Valley Ave NW, Suite 12, Bldg C Puyallup Replace existing conduit & install new (2) 233LA Vault. Proof & Pull .625 COAX through existing conduit. Open trench on hard surface. Install (1) new 4" conduit with .625 COAX. MFP22003587 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 7/27/2022 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) David Standring 07/11/2022 800 824 724 230 900 808 232 801 222 715 224 225 810 916 306 818 304 901 814 807 811 817 819 825 822 826 914 226 903 227 229 231 237 227 225 229 231 223 306 310 709 717 908 910WELLS AVE SS 3RD ST S 3RD STWILLIAMS AVE SHOUS E R W A Y S S 3RD ST WILLIAMS AVE SROW ROW ROW ROWROWROWROWROWEOP EOP EOPEOPEOPROW ROW ROWROWROWROWEOP EOP EOPEOPROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWEOP EOPEOPROWROWROWROWROWROWROWROW ROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWT WT B 50' - 100' 13'FLAGGERPOLICE OFFICER XR2-1 WELLS AVE SR2-1X XXX X XXXR2-1 R2-1 R2-1XXXR2-1 DRIVEWAYDRIVEWAY XX195.4663 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #) TOW-AWAY AREA 8' OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP #1 SPAN REPLACEMENTSJB0000983652000 3 1 JG LD 7/7/2022 NTSRENTON, WA 98055300 BURNETT AVE S17 - 050 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 36"x36" 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 DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -Will coordinate with any businesses that will be affected by construction -Will have spotter on site to escort pedestrians 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 FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONTRAFFIC CONTROL PLAN CANNON CONTACT INFO JAYSON GREGORY (253) 682 - 9223 JGREGORY@TEAMCANNON.COM MFP22003587 800 824 724 808 801 715 810 700 306 300 818814 807 811 817 819 825 822 826 227 229231 237 227 229 231 709 717 WELLS AVE SWELLS AVE SS 3RD STWILLIAMS AVE SS 3RD ST WILLIAMS AVE SROW ROW ROW ROWROWROWROWROWEOP EOP EOPEOPEOPEOPROWEOPEOPROWROWROW ROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWEOP EOP EOPEOPEOPROW ROWROWROWROWROWROW ROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWT50' - 100'50' - 100' POLICE OFFICER PLACE SIGN AT NORTH EAST CORNER OF INTERSECTION: WILLIAMS AVE S & HOUSER WAY SXXX DRIVEWAY DRIVEWAY FLAGGERR2-1 XX X R2-1XXXR2-1 XXXR2-1 13' 18' OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP #2 SPAN REPLACEMENTSJB0000983652000 3 2 JG LD 7/7/2022 NTSRENTON, WA 98055300 BURNETT AVE S17 - 050 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 36"x36" 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 LANEWIDTH 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 DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -Will coordinate with any businesses that will be affected by construction -Will have spotter on site to escort pedestrians 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 FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONTRAFFIC CONTROL PLAN CANNON CONTACT INFO JAYSON GREGORY (253) 682 - 9223 JGREGORY@TEAMCANNON.COM MFP22003587 D800 824 724 314 808 801 715 810 700 306 300 818814 807 811 817 819 825 822 826 237 231 709 717 WELLS AVE SWELLS AVE SS 3RD STS 3RD ST WILLIAMS AVE SROW ROW ROW ROWROWROWROWROWEOP EOP EOPEOPEOPEOPEOPEOPROWROW ROWROWROWROWROWROWROW ROW ROWROWROWEOP EOP EOPEOPEOPROW ROWROWROWROW ROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPDRIVEWAYDRIVEWAYWT15' X XXWILLIAMS AVE SR2-1 R2-1 R2-1 R2-1 L / 3XX52.2859 PARKINGNO FROM TO NAME OF FIRM 000-0000PHONE (CONTACT #)TOW-AWAY AREA OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP #3 SPAN REPLACEMENTSJB0000983652000 3 3 JG LD 7/7/2022 NTSRENTON, WA 98055300 BURNETT AVE S17 - 050 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 36"x36" 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 LANEWIDTH 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 DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -Will coordinate with any businesses that will be affected by construction -Will have spotter on site to escort pedestrians 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 FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONTRAFFIC CONTROL PLAN CANNON CONTACT INFO JAYSON GREGORY (253) 682 - 9223 JGREGORY@TEAMCANNON.COM MFP22003587 WORK AREASHEET INDEX:1- COVER SHEET2-GENERAL NOTES3-LEGEND4-DESIGNTHIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES.625 HARDLINE COAX: 320 FT + 20% STORAGE = 384 FTCANNON CONTACT INFO:PROJECT MAP:*ALL FOOTAGES AND MATERIALS ARE ESTIMATEDNSCOPE OF WORK:1.REPLACE EXISTING CONDUIT & INSTALL NEW (2) 233LAVAULT.2.PROOF & PULL .625 COAX THROUGH EXISTING CONDUIT.3.OPEN TRENCH ON HARD SURFACE. INSTALL (1) NEW 4"CONDUIT WITH .625 COAX.BILL OF MATERIALS*:NEW AERIAL=OVERLASH=NEW UNDERGROUND =EXISTING UNDERGROUND=RISER (0)=TOTAL ROW FOOTAGE =0 FT.0 FT.70 FT.250 FT.0 FT.320 FT.CANNON COMPANIESSAFETY | QUALITY | INTEGRITY | TEAMWORKConnecting The Future Since 1985COMCAST300 BURNETT AVE SRENTON, WA 98055300 BURNETTJB0000983652JAYSON GREGORY (253) 682-9223 JGREGORY@TEAMCANNON.COMROW FOOTAGES*:NEW BUILDING PATHWAY=EXISTING BUILDING PATHWAY=NEW UNDERGROUND =EXISTING UNDERGROUND=TOTAL SITE FOOTAGE =0 FT.0 FT. 0 FT.0 FT.0 FT.SITE FOOTAGES*:TOTAL PROJECT FOOTAGE =320 FT.SPAN REPLACEMENTSMFP22003587This permit is for Major construction work in the ROW and will be billed at an additional$150/HR for inspections. After hours and weekend work will be billed at $175/HR 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 BORE STRAW WATTLES P LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA 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 CONSTRUCTION NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE CAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES A 7 LANDSCAPE CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION SHOWN ON PAGE FL FL P P TS TS C C D D DD DD DD DD DD G G W W T T ST ST ROW S UK CB CB P P V V V V VV WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT #PHOTO LOCATOR SYMBOL PROPOSED NEW TRENCH EXISTING UNDERGROUND PATHWAY PROPOSED NEW AERIAL STRAND EXISTING AERIAL PATHWAY EXISTING SPLICE CASE PROPOSED SPLICE CASE EXISTING FIBER/COAX STORAGE PROPOSED FIBER/COAX STORAGE TREE EOP V VAULT - SMALL 444LA MANHOLE VAULT - 25TA VAULT - LARGE EXISTING - CONTINUED 233LA MANHOLE 233LA MANHOLE OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000983652300 BURNETT300 BURNETT AVE SRENTON, WA 98055SPAN REPLACEMENTS17-050 7/6/2022 LD JG NTS 0 0 0 2 4 LEGEND MFP22003587 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. OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000983652300 BURNETT300 BURNETT AVE SRENTON, WA 98055SPAN REPLACEMENTS17-050 7/6/2022 LD JG NTS 0 0 0 3 4 GENERAL NOTES MFP22003587All new conduit in the ROW shall be schedule 80 or equivalent. MH C C C C C C C C C C C C CCCCCCLANDSCAPESSSSSSSSSSSSS SS SS SS SS S S S S S S S DDDDDDDDDDDDDDDDDDDDFH FH W W W G G G W W W W W W W W W W W W W W G G G G G G G G G G G G G GW WGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWW WWM M M M M M V V V V V 800 824 808 801 810 306 818814 807 811 817 819 825 822 826 717 S 3RD ST WILLIAMS AVE SROW ROW ROW ROWP P P P P P P P P P P P P PPPPPPEOP EOP ROW ROWROWROWROWROWEOPROWPPPPPEOPEOPEOPEOPPPPPPPPPPPPPPPPPP V V 60' 70' 190' CONSTRUCTION NOTES: PROOF & PULL .625 COAX COAX THROUGH EXISTING CONDUIT. REPLACE EXISTING CONDUIT & INSTALL NEW (2) 233LA VAULT. OPEN TRENCH ON HARD SURFACE. INSTALL (1) NEW 4" CONDUIT WITH .625 COAX. 1 2 3 1 12 STA 10+50 STA 10+10 STA 10+05 STA 10+26 STA 20+00STA 20+50STA 21+00STA 21+50STA 22+00PROPOSED PATH DISCLAIMER PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 STATION START NORTH / SOUTH STATIONING STARTS AT 10+00 AT THE INTERSECTION OF WILLIAM AVE S & S 3RD ST. EAST / WEST STATIONING STARTS AT 20+00 AT THE INTERSECTION OF S 3RD ST & WILLIAM AVE S. RESTORATION NOTES: RESTORE CONCRETE SIDEWALK PANELS BASED ON THE CITY OF RENTON SPECIFICATIONS. RESTORE CONCRETE ROAD PANELS BASED ON THE CITY OF RENTON SPECIFICATIONS. 1R 2R STA 10+00 STA 9+50 STA 9+00 STA 9+73 STA 9+82 1R V V V V PPPPPPPPSTA 9+89 PPPNEW 233LA SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALKVV V V LANDSCAPE NEW 233LA 6' 4' 2' 1R 2R 2 4' 6'STA 20+2337' 3' 3 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000983652300 BURNETT300 BURNETT AVE SRENTON, WA 98055SPAN REPLACEMENTS17-050 7/6/2022 LD JG 1" = 20' 0 10'20' 4 4 DESIGN N MFP22003587 restoration will be required to match existing sawcut lines