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HomeMy WebLinkAboutMFP21001829.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21001829 IVR Number: 21001829 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:04/26/2021Application Date:0850220000Parcel Number: 1000 OAKESDALE AVE SW Permit Type:05/12/2021Issue Date:Franchise Permit Work Class:05/12/2022Expiration Date:Minor Utility Job Number: 625928Franchise Type:Cable Description: Comcast to tie into existing splice case. Proof and pull (1) 96ct fiber. Splice to design. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Shannon Heaton Cannon Construction Applicant Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Applicant 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 Constructors Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787Contractor Business License Number: 41539Construction 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 (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 JB0000625928 Rhonda Resnik 253-864-4246 Rhonda_Resnik@comcast.com 1000 OAKESDALE AVE SW SUITE 150, RENTON, WA 98057 VRZ - CRAWFORD COMPANY TIE INTO EXISTING SPLICE CASE SP.WAUK.0764 STRAP: TIE IN. PROOF AND PULL (1) 96CT FIBER. SPLICE TO DESIGN. Cannon Construction Inc - Shannon Heaton 253-922-2787 ext 258 601590363 20838 4/26/2021 MFP21001829 Scott Warlick 5/12/2021 RESTORATION PER CITY OF RENTON STANDARDS DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN 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 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 Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 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. ☐All 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. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐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. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering VRZ - CRAWFORD COMPANY 1000 OAKESDALE AVE SW SUITE 150, RENTON, WA 98057 Monday Friday 8:00am 3:00pm TIE INTO EXISTING SPLICE CASE SP.WAUK.0764. | STRAP: TIE IN. PROOF AND PULL (1) 96CT FIBER. SPLICE TO DESIGN. Cannon Construction Inc 253 922 2787 Shannon Heaton sheaton@cannonconstructioninc.com 406 Milton Way Milton, WA 98354 MFP21001829 Scott Warlick CED 5/12/2021 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 APPLICANT AGREES TO ALL THE FOLLOWING: •TCP must be approved prior to commencing the work, and all permit conditions shall be met. •Existing 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. •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. •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. •Emergency services (253-852-2121) shall be notified 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. •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. •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 Applicant’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 the City within the scope of this Agreement, Applicant 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. •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. •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. •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. 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 TCP 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; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date 4/26/2021 EOPEOP EOP EOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWDRIVEWAYDRIVEWAYDRIVEWAYOAKESDALE AVE SWWTWTW20-1 W4-2R W20-5R 1100 900 1000 W20-1SPEED LIMIT: 35 MPHFAS N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST VRZ - CRAWFORD COMPANY0000625928 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 04/20/2021 AO AG TCP 1 4 WORK AREA 25 155 SPEED LENGTH LONGITUDINAL BUFFER SPACE (FT) = B 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 70 730 LANE WIDTH (FT) 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 25 POSTED SPEED LIMIT (MPH) 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH (FT) = L SIGN SPACING (FT) = X ROAD TYPE SPEED (MPH) DISTANCE BETWEEN ADVANCE WARNING SIGNS (FT) 1500 +/- OR PER THE MUTCD 800 +/- 500 +/- 350 +/- 200 +/- 100 +/- FREEWAYS AND EXPRESSWAYS RURAL HIGHWAYS RURAL ROADS RURAL ROADS AND URBAN ARTERIALS RURAL ROADS, URBAN STREETS, RESIDENTIAL BUSINESS DISTRICTS URBAN STREETS 70 / 55 65 / 60 55 / 45 40 / 35 30 / 25 25 OR LESS ALL SIGNS ARE 48 IN X 48 IN BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. 2)SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK]CONTROL TYPE: SINGLE CLOSURE 5-LANE ROAD MFP21001829 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY DRIVEWAYDRIVEWAYSW 7TH ST SENECA AVE SWWT707 601 501 705 SPEED LIMIT: 30 MPH SPEED LIMIT: 25 MPHW1-4L W20-1 W20-1 W20-1 K-9622 K-9622 W21-5 N 25 155 SPEED LENGTH LONGITUDINAL BUFFER SPACE (FT) = B 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 70 730 LANE WIDTH (FT) 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 25 POSTED SPEED LIMIT (MPH) 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH (FT) = L SIGN SPACING (FT) = X ROAD TYPE SPEED (MPH) DISTANCE BETWEEN ADVANCE WARNING SIGNS (FT) 1500 +/- OR PER THE MUTCD 800 +/- 500 +/- 350 +/- 200 +/- 100 +/- FREEWAYS AND EXPRESSWAYS RURAL HIGHWAYS RURAL ROADS RURAL ROADS AND URBAN ARTERIALS RURAL ROADS, URBAN STREETS, RESIDENTIAL BUSINESS DISTRICTS URBAN STREETS 70 / 55 65 / 60 55 / 45 40 / 35 30 / 25 25 OR LESS ALL SIGNS ARE 48 IN X 48 IN BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. 2)SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS OF DATE REVISION BY QC CANNON COMPANIESCOMCAST VRZ - CRAWFORD COMPANY0000625928 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 04/20/2021 AO AG TCP 2 4 WORK AREA SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK]CONTROL TYPE: SHOULDER WORK 2-LANE ROAD MFP21001829 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY DRIVEWAYDRIVEWAYSW 7TH ST WT 707 601 501 705 SPEED LIMIT: 30 MPH W20-1 W20-1 W4-2RW20-5R SENECA AVE SWSPEED LIMIT: 25 MPHFAS W20-1 N25 155 SPEED LENGTH LONGITUDINAL BUFFER SPACE (FT) = B 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 70 730 LANE WIDTH (FT) 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 25 POSTED SPEED LIMIT (MPH) 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH (FT) = L SIGN SPACING (FT) = X ROAD TYPE SPEED (MPH) DISTANCE BETWEEN ADVANCE WARNING SIGNS (FT) 1500 +/- OR PER THE MUTCD 800 +/- 500 +/- 350 +/- 200 +/- 100 +/- FREEWAYS AND EXPRESSWAYS RURAL HIGHWAYS RURAL ROADS RURAL ROADS AND URBAN ARTERIALS RURAL ROADS, URBAN STREETS, RESIDENTIAL BUSINESS DISTRICTS URBAN STREETS 70 / 55 65 / 60 55 / 45 40 / 35 30 / 25 25 OR LESS ALL SIGNS ARE 48 IN X 48 IN BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. 2)SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS OF DATE REVISION BY QC CANNON COMPANIESCOMCAST VRZ - CRAWFORD COMPANY0000625928 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 04/20/2021 AO AG TCP 3 4 WORK AREA SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK]CONTROL TYPE: SINGLE CLOSURE 4-LANE ROAD MFP21001829 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY DRIVEWAYDRIVEWAYSW 7TH ST WT 707 601 501 705 SPEED LIMIT: 30 MPH SENECA AVE SWSPEED LIMIT: 25 MPHW20-1 W4-2RW20-5R W20-1 FAS N 25 155 SPEED LENGTH LONGITUDINAL BUFFER SPACE (FT) = B 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 70 730 LANE WIDTH (FT) 10 11 12 105 115 125 150 165 180 205 225 245 270 295 320 450 495 540 500 550 600 550 605 660 - 660 720 - - 780 - - 840 25 POSTED SPEED LIMIT (MPH) 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH (FT) = L SIGN SPACING (FT) = X ROAD TYPE SPEED (MPH) DISTANCE BETWEEN ADVANCE WARNING SIGNS (FT) 1500 +/- OR PER THE MUTCD 800 +/- 500 +/- 350 +/- 200 +/- 100 +/- FREEWAYS AND EXPRESSWAYS RURAL HIGHWAYS RURAL ROADS RURAL ROADS AND URBAN ARTERIALS RURAL ROADS, URBAN STREETS, RESIDENTIAL BUSINESS DISTRICTS URBAN STREETS 70 / 55 65 / 60 55 / 45 40 / 35 30 / 25 25 OR LESS ALL SIGNS ARE 48 IN X 48 IN BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS. 2)SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ALL CONTROL SETUP, SIGN SPACING, AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ONSITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANY SPECIAL CONDITIONS EXIST. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE NOTES 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3.SIDEWALKS TO REMAIN OPEN DURING ROAD WORK UNLESS NOTED OTHERWISE 4.MAY NEED TO COORDINATE WITH BUSINESSES FOR ACCESS TO VAULTS OF DATE REVISION BY QC CANNON COMPANIESCOMCAST VRZ - CRAWFORD COMPANY0000625928 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 04/20/2021 AO AG TCP 4 4 WORK AREA SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK]CONTROL TYPE: SINGLE CLOSURE 4-LANE ROAD MFP21001829 © 2021 Microsoft Corporation © 2021 TomTom SCOPE OF WORK: SHEET INDEX: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4 -OVERVIEW 5-6 -DESIGN BILL OF MATERIALS*: CONTACTS: ·TIE INTO EXISTING SPLICE CASE SP.WAUK.0764 STRAP ·TIE IN ·PROOF AND PULL (1) 96CT FIBER ·SPLICE TO DESIGN 96CT FIBER: 700 FT + 20% STORAGE = 840 FT CONTACT Godfrey Lecointe - (206) 295-3498 godfrey.lecointe@choosebroadspire.com Review: PROJECT MAP: COMCAST JB0000625928 METRO-E WHOLESALE VRZ - CRAWFORD COMPANY 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 WORK AREA N THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON CONSTRUCTION. CANNON COMPANIES Alex Gaunt - (206) 856-3583 - agaunt@cannonconstructioninc.com COMCAST COMMUNICATION Kyle Kinney - (253) 235-7016 - Kyle_Kinney@cable.comcast.com PROJECT DESCRIPTION - ROW * NEW AERIAL =0 FT. OVERLASH =0 FT. NEW UNDERGROUND =0 FT. EXISTING UNDERGROUND =700 FT. RISER (0)=0 FT. TOTAL FOOTAGE =700 FT. PROJECT DESCRIPTION - SITE * NEW BUILDING PATHWAY =0 FT. EXISTING BUILDING PATHWAY =0 FT. NEW UNDERGROUND =0 FT. EXISTING UNDERGROUND =0 FT. TOTAL FOOTAGE =0 FT. TOTAL PROJECT FOOTAGE =700 FT. * ALL FOOTAGES AND MATERIALS ARE ESTIMATED WORK AREA MFP21001829 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. STANDARD GENERAL NOTES OF DATE REVISION BY QC CANNON COMPANIESCOMCAST VRZ - CRAWFORD COMPANY0000625928 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 04/20/2021 AO AG GENERAL NOTES 2 6 MFP21001829 EOP ROW EDGE OF PAVEMENT FOGLINE POWER COMMUNICATION SEWER DRAIN DRAINAGE DITCH GAS WATER TRAFFIC SIGNAL TELCOM STEAM UNKNOWN UTILITY RIGHT OF WAY TRAFFIC CONES STRAW WATTLES LT CW 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# DISTANCE DIMENSION (FT) ASPHALT SURFACE CONCRETE SIDEWALK PANEL CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE C CCAB CABINET LEGEND LANE DIRECTION INDICATOR LINE 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 DD G G W W T T ST ST P V V VV WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT #PHOTO LOCATOR SYMBOL PROPOSED NEW TRENCH/BORE PROPOSED NEW AERIAL STRAND SS SS UK FH R X' CB EXISTING FEATURES PROPOSED MARKUP NOTATIONS RESTORATION TYPES CB OF DATE REVISION BY QC CANNON COMPANIESCOMCAST VRZ - CRAWFORD COMPANY0000625928 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 04/20/2021 AO AG LEGEND 3 6 MFP21001829 © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROW ROWROW ROWROWROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROW ROWROWROW ROWROWROW ROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROW ROW ROWROW ROWROW ROWROW ROW ROW ROW ROWROW ROWROW ROWROW ROWROW ROW ROW ROW ROW ROW ROWROW ROWROW ROW ROWROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROW ROW ROWROWROW ROW ROWROWROW ROW ROWROWROW ROW ROWROWROW ROWROWROWROW ROWROWROWROW ROWROWROW ROW ROWROWROW ROW ROWROWROW ROW ROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROW ROWROWROW ROWROWROW ROWROWROW ROWROW ROWROWROW ROWROWROW ROWROWROW ROWROWROWROWROWROWROW ROWROW ROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROW ROWROWROW ROW ROWROWROW ROW ROWROWROW ROW ROWROWROW ROWROWROWROW ROWROWROWROW ROWROWROW ROW ROWROWROW ROW ROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROWROWROWROW ROWROWROW ROW ROWROWROW ROW ROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW 450' 250' 96CT PROOF AND PULL (1) 96CT FIBER (TYPICAL) TIE INTO EXISTING SPLICE CASE SP.WAUK.0764 V TH DH V TIE IN SPLICE TO DESIGN OF DATE REVISION BY QC CANNON COMPANIESCOMCAST VRZ - CRAWFORD COMPANY0000625928 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 04/20/2021 AO AG OVERVIEW 4 6 N MFP21001829 EOPEOP EOP EOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWDRIVEWAYDRIVEWAYDRIVEWAYOAKESDALE AVE SWTIE INTO EXISTING SPLICE CASE SP.WAUK.0764 V 1000 1100 900 N SCALE: 1" =60' 0'30'60'120' OF DATE REVISION BY QC CANNON COMPANIESCOMCAST VRZ - CRAWFORD COMPANY0000625928 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 04/20/2021 AO AG DESIGN 5 6 MFP21001829 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY DRIVEWAYDRIVEWAY450' 250' PROOF AND PULL (1) 96CT FIBER (TYPICAL) 96CT 96CT V TH DH TIE IN SPLICE TO DESIGN 707 601 501 705 TIE IN SPLICE TO DESIGN SW 7TH ST SENECA AVE SWN SCALE: 1" =60' 0'30'60'120' OF DATE REVISION BY QC CANNON COMPANIESCOMCAST VRZ - CRAWFORD COMPANY0000625928 1000 OAKESDALE AVE SW SUITE 150 RENTON, WA 98057 04/20/2021 AO AG DESIGN 6 6 MFP21001829