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Home My WebLink AboutMFP22000635.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP22000635 IVR Number: 22000635 Permit Information Permit Name: Comcast Cable Franchise Permit JB0000806761 Address/Location:02/08/2022Application Date:2525000740Parcel Number: 4102 SE 2ND PL Permit Type:08/08/2022Issue Date:Franchise Permit Work Class:08/08/2023Expiration Date:Minor Utility Job Number: JB0000806761Franchise Type:Cable Description: Comcast JB0000806761 PLACE NEW 1X12 MUX IN EXISTING CASE SP.WAKV.0111. REPLACE RN01 W/NEW 2X4 DIGITAL NODE & 12CT PIGTAIL. TIE IN NEW 48CT HERE. OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND. PLACE NEW PIGTAIL CASE, 12CT PIGTAIL, & 1X2 DIGITAL NODE. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Rhonda Resnik Comcast 410 Valley Ave NW, Suite 12, Bldg C Puyallup, WA 98371 B: (253) 864-4246Applicant Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact 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 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 wakvd02300 1x2 & wakvd02200 2x4 SE 2ND PL & UNION AVE SE RENTON, WA 98059 Cannon Construction LLC 253 922 2787 Annie Robertson permitting@teamcannon.com 406 Milton Way Milton, WA 98354 PLACE NEW 1X12 MUX IN EXISTING CASE SP.WAKV.0111. REPLACE RN01 W/NEW 2X4 DIGITAL NODE & 12CT PIGTIAL. TIE IN NEW 48CT HERE. OVERLASH (1) 96CT FIBER ON EXISTING AERIAL STRAND. PLACE NEW PIGTAIL CASE, 12CT PIGTAIL & 1X3 DIGITAL NODE. Monday - Friday 8:00AM - 3:00PM MFP22000635 Scott Warlick CED 7/21/2022 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 Annie Robertson 7/13/2022 201 201 201 201 201 201 201 0 4106 121 4110 4114UNION AVE SEROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWEOPEOPEOPEOPROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSIDEWALKSIDEWALKSIDEWALKEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEVERGREEN DR WTXXL/3XX DRIVEWAY DRIVEWAY 11' SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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 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 TrafficControl 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 anyspecial 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 throughwork zones -Will have no more than two work areas active at a time SITE NOTES -Maintain driveway access at all times -Place temporary "NO PARKING" signs at least 72 hours prior to work -Sidewalks to remain open during road workunless noted otherwise FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB000080676130150 4 1 LW AM 2/2/2022 1:30RENTON, WA 98059SE 2ND PL & UNION AVE SEWAKVD02300 1X2 & WAKVD02200 2X4CODE THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SHOULDER WORK 2-LANE ROAD R2-1 MFP22000635 201 201 0 109 4118 121 104 4122 103 4114 117 UNION AVE SEROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSIDEWALKSIDEWALKEOPEOPEOPEOPEOPEVERGREEN DR WTXXL/3XDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY 11' SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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 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 TrafficControl 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 anyspecial 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 throughwork zones -Will have no more than two work areas active at a time SITE NOTES -Maintain driveway access at all times -Place temporary "NO PARKING" signs at least 72 hours prior to work -Sidewalks to remain open during road workunless noted otherwise FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB000080676130150 4 2 LW AM 2/2/2022 1:30RENTON, WA 98059SE 2ND PL & UNION AVE SEWAKVD02300 1X2 & WAKVD02200 2X4CODE THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SHOULDER WORK 2-LANE ROAD R2-1 MFP22000635 111 109 104 4122 106 109 103 0 UNION AVE NEROWROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW EOPROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSIDEWALKEOP WTXXL/3XDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY 11' SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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 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 TrafficControl 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 throughwork zones -Will have no more than two work areas active at a time SITE NOTES -Maintain driveway access at all times -Place temporary "NO PARKING" signs at least 72 hours prior to work -Sidewalks to remain open during road workunless noted otherwise FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB000080676130150 4 3 LW AM 2/2/2022 1:30RENTON, WA 98059SE 2ND PL & UNION AVE SEWAKVD02300 1X2 & WAKVD02200 2X4CODE THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SHOULDER WORK 2-LANE ROAD R2-1 MFP22000635 0 0 0 111 107 115 127 106 109 115 121 121 0 UNION AVE NENE 1ST PL UNION CT NEROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWRO W EOPEOPEOPEOPEOPEOPEOPROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPSIDEWALKSIDEWALK SIDEWALKSIDEWALK EOPEOP EOP EOP EOP EOPEOPEOPEOPEO P EOP EOP EOP EOP EOP EOP WTXXL/3DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY XDRIVEWAY DRIVEWAYXSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCD) 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 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 TrafficControl 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 throughwork zones -Will have no more than two work areas active at a time SITE NOTES -Maintain driveway access at all times -Place temporary "NO PARKING" signs at least 72 hours prior to work -Sidewalks to remain open during road workunless noted otherwise FLAGGERSPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB000080676130150 4 4 LW AM 2/2/2022 1:30RENTON, WA 98059SE 2ND PL & UNION AVE SEWAKVD02300 1X2 & WAKVD02200 2X4CODE THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN CONTROL TYPE:[UNDERGROUND WORK]SHOULDER WORK 2-LANE ROAD R2-1 10' MFP22000635 4 5 SHEET INDEX: 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 & 5 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 48 CT FIBER: 623 FT + 20% STORAGE = 748 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: -PLACE NEW 1X12 MUX IN EXISTING CASE SP.WAKV.0111. REPLACE RN01 W/NEW 2X4 DIGITAL NODE & 12CT PIGTAIL. TIE IN NEW 48CT HERE. -OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND. -PLACE NEW PIGTAIL CASE, 12CT PIGTAIL, & 1X2 DIGITAL NODE. BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL ROW FOOTAGE = 0 FT. 623 FT. 0 FT. 0 FT. 0 FT. 623 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST SE 2ND PL & UNION AVE SE RENTON, WA 98059WAKVD02300 1X2 & WAKVD02200 2X4 JB0000806761 NODE SEGMENTATION ROW 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 =623 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 4 4 4 4 Cannon Construction Companies: Lacee Wentworth - PH: 253.317.0792 E: lwentworth@cannonconstructioninc.com MFP22000635 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000806761WAKVD02300 1X2 & WAKVD02200 2X4SE 2ND PL & UNION AVE SERENTON, WA 98059NODE SEGMENTATIONCODE 2/1/2022 AM LW NTS 0 0 0 2 5 LEGEND 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 MFP22000635 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 CHANGEDATEBYQCJB0000806761WAKVD02300 1X2 & WAKVD02200 2X4SE 2ND PL & UNION AVE SERENTON, WA 98059NODE SEGMENTATIONCODE 2/1/2022 AM LW NTS 0 0 0 3 5 GENERAL NOTES MFP22000635 201 201 201 201 201 201 201 201 201 0 4106 4118 121 4109 4110 4122 4111 4114 243 117 SE 1 S T P LUNION AVE SEROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW EOPEOPEOPEOPEOPEOP EOPEOP EOP ROWROWROWROWEOPROWROWROWROW ROWEOP ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSIDEWALKSIDEWALKSIDEWALKSIDE W A L KSIDEWALKSIDEWALKSIDEWALKSIDEW A L K EOPEOPEO P EOP EOPEOPEO P EOP EOPEOPEOPEOPCONSTRUCTION NOTES: PLACE NEW 1X12 MUX IN EXISTING CASE SP.WAKV.0111. REPLACE RN01 W/NEW 2X4 DIGITAL NODE & 12CT PIGTAIL. TIE IN NEW 48CT HERE. OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND. PLACE NEW PIGTAIL CASE, 12CT PIGTAIL, & 1X2 DIGITAL NODE. 1 1EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEVERGREEN DR 2 2 3 MATCH LINE SEE SHEET 5 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:P1 PSE 317867-167123 NEUTRAL 40 0 N/A SECONDARY 22 4 N/A SECONDARY RISER 22 1 N/A SECONDARY DRIP 21 6 N/A CATV 21 6 LOWER TO 18' 2" COMM 1 20 1 LOWER TO 17' 2" D N N N N Y Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:P2 PSE 317892-167124 NEUTRAL 40 0 N/A SECONDARY 24 1 N/A SECONDARY DRIP 21 6 N/A STREET LIGHT 20 1 N/A CATV 20 3 LOWER TO 18' 2" COMM 1 19 3 LOWER TO 17' 2" D N N N N Y Y DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY 219'197'P1 P2 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000806761WAKVD02300 1X2 & WAKVD02200 2X4SE 2ND PL & UNION AVE SERENTON, WA 98059NODE SEGMENTATIONCODE 2/1/2022 AM LW 1:40 0 20 40 4 5 DESIGN N MFP22000635 0 0 00 111 109 107 4130 115 104 127 139 106 109 115 108 121 121 103 0 4126UNION AVE NENE 1ST PL UNION CT NEROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSIDEWALKSIDEWALK SIDEWALKSIDEWALK SIDEWALKSIDEWALKEOPEOP EOP EOP EOP EOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP 3 CONSTRUCTION NOTES: PLACE NEW 1X12 MUX IN EXISTING CASE SP.WAKV.0111. REPLACE RN01 W/NEW 2X4 DIGITAL NODE & 12CT PIGTAIL. TIE IN NEW 48CT HERE. OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND. PLACE NEW PIGTAIL CASE, 12CT PIGTAIL, & 1X2 DIGITAL NODE. 1 2 3 MATCH LINE SEE SHEET 4 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:P3 PSE 317906-167124 NEUTRAL 40 0 N/A SECONDARY 25 3 N/A SECONDARY DRIP 23 5 N/A CATV 20 1 N/A TELCO 19 5 LOWER TO 19' 1" COMM 1 18 9 LOWER TO 18' 1" D N N N N Y Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:P4 PSE 317925-167124 NEUTRAL 40 0 N/A PRIMARY RISER 24 3 N/A SECONDARY RISER 22 9 N/A STREET LIGHT 21 2 N/A CATV 19 9 LOWER TO 19' 5" TELCO 18 9 LOWER TO 18' 5" COMM 1 17 7 LOWER TO 17' 5" D N N N N Y Y Y PRIVATE DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY 207'P3 P4 DRIVEWAY DRIVEWAY TAG IN FIELD READS 317903-167124 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000806761WAKVD02300 1X2 & WAKVD02200 2X4SE 2ND PL & UNION AVE SERENTON, WA 98059NODE SEGMENTATIONCODE 2/1/2022 AM LW 1:40 0 20 40 5 5 DESIGN N MFP22000635 Cannon Construction LLC. 406 Porter Way Milton, WA 98354 3/21/2022 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0000806761 To whom it may concern: Cannon Construction has been contracted to design and engineer this project on behalf of Comcast Cable Communications Management. Comcast is applying for a variance request in order to upgrade their existing facilities. Comcast proposes to PLACE NEW 1X12 MUX IN EXISTING CASE SP.WAKV.0111. REPLACE RN01 W/NEW 2X4 DIGITAL NODE & 12CT PIGTAIL. TIE IN NEW 48CT HERE. - OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND. - PLACE NEW PIGTAIL CASE, 12CT PIGTAIL, & 1X2 DIGITAL NODE at SE 2ND PL & UNION AVE SE RENTON, WA 98059. Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash on existing plant will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Risk of potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare. Comcast does agree to participate in future underground improvements for its proportionate share of the undergrounding costs, waiving the obligation into the future when all other utilities are undergrounded to prevent an undue hardship against Comcast currently. Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Lacee Wentworth 253.317.0792 Thank you for your consideration in this matter. James Hefley Permit Coordinator Cannon Construction Inc. o 253-922-2787 ext 286| jhefley@cannonconstructioninc.com August 8, 2022 James Hefley Cannon Construction Inc. 4610 Tacoma Avenue, Sumner WA 98390 Via Email: jhefley@cannonconstructioninc.com SUBJECT: Request for Undergrounding Exemption (JB#806761, MFP22000635, 4102 SE 2nd Pl) Dear Mr. Hefley: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have Cannon Construction Inc overlash new 48ct fiber for a total of approximately 623 lineal feet to existing Puget Sound Energy (PSE) poles along Union Ave SE within the City. See the enclosed Site Plan showing the proposed overlashing limits. ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720 grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below, through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton. Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are underground, Grantee shall place its Cable System’s distribution cables underground within that area; provided that such underground locations are actually capable of accommodating Grantee’s cable and other equipment without technical degradation of the Cable Systems’ signal quality. The proposal would utilize existing poles with other attached franchisee communication facilities and overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need to be provided for, any existing obsolete cable will need to be removed; staff recommends these as conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast franchise agreement which allows new overhead facilities to be placed overhead provided there are other similar providers overhead as well. Comcast is required to obtain all necessary private utility easements for work on private property. DECISION: The requested exemption from underground utility installation requirements RMC4-6-090 (C) as requested by the applicant is approved with conditions subject to the conditions below as the request complies with the Comcast Franchise Agreement. Comcast Job JB#806761 Page 2 of 2 August 8, 2022 Conditions of Approval: 1. Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. 2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3. A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk, along with the required appeal fee, by 5:00 pm, August 22, 2022. Due to the ongoing state of emergency enacted by Governor’s Proclamation 20-28.14 (and as amended), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is submitted electronically. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov. Sincerely, Brianne Bannwarth, PE Development Engineering Director cc: C.E. “Chip” Vincent, CED Administrator Vanessa Dolbee, Planning Director Justin Johnson, Construction Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Engineering Specialist III Franchise Permits Enclosures: Site Plan 4 5 SHEET INDEX: 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 & 5 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 48 CT FIBER: 623 FT + 20% STORAGE = 748 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: -PLACE NEW 1X12 MUX IN EXISTING CASE SP.WAKV.0111. REPLACE RN01 W/NEW 2X4 DIGITAL NODE & 12CT PIGTAIL. TIE IN NEW 48CT HERE. -OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND. -PLACE NEW PIGTAIL CASE, 12CT PIGTAIL, & 1X2 DIGITAL NODE. BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL ROW FOOTAGE = 0 FT. 623 FT. 0 FT. 0 FT. 0 FT. 623 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST SE 2ND PL & UNION AVE SE RENTON, WA 98059WAKVD02300 1X2 & WAKVD02200 2X4 JB0000806761 NODE SEGMENTATION ROW 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 =623 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 4 4 4 4 Cannon Construction Companies: Lacee Wentworth - PH: 253.317.0792 E: lwentworth@cannonconstructioninc.com MFP22000635 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000806761WAKVD02300 1X2 & WAKVD02200 2X4SE 2ND PL & UNION AVE SERENTON, WA 98059NODE SEGMENTATIONCODE 2/1/2022 AM LW NTS 0 0 0 2 5 LEGEND 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 MFP22000635 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 CHANGEDATEBYQCJB0000806761WAKVD02300 1X2 & WAKVD02200 2X4SE 2ND PL & UNION AVE SERENTON, WA 98059NODE SEGMENTATIONCODE 2/1/2022 AM LW NTS 0 0 0 3 5 GENERAL NOTES MFP22000635 201 201 201 201 201 201 201 201 201 0 4106 4118 121 4109 4110 4122 4111 4114 243 117 SE 1 S T P LUNION AVE SEROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW EOPEOPEOPEOPEOPEOP EOPEOP EOP ROWROWROWROWEOPROWROWROWROW ROWEOP ROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSIDEWALKSIDEWALKSIDEWALKSIDE W A L KSIDEWALKSIDEWALKSIDEWALKSIDEW A L K EOPEOPEO P EOP EOPEOPEO P EOP EOPEOPEOPEOPCONSTRUCTION NOTES: PLACE NEW 1X12 MUX IN EXISTING CASE SP.WAKV.0111. REPLACE RN01 W/NEW 2X4 DIGITAL NODE & 12CT PIGTAIL. TIE IN NEW 48CT HERE. OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND. PLACE NEW PIGTAIL CASE, 12CT PIGTAIL, & 1X2 DIGITAL NODE. 1 1EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEVERGREEN DR 2 2 3 MATCH LINE SEE SHEET 5 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:P1 PSE 317867-167123 NEUTRAL 40 0 N/A SECONDARY 22 4 N/A SECONDARY RISER 22 1 N/A SECONDARY DRIP 21 6 N/A CATV 21 6 LOWER TO 18' 2" COMM 1 20 1 LOWER TO 17' 2" D N N N N Y Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:P2 PSE 317892-167124 NEUTRAL 40 0 N/A SECONDARY 24 1 N/A SECONDARY DRIP 21 6 N/A STREET LIGHT 20 1 N/A CATV 20 3 LOWER TO 18' 2" COMM 1 19 3 LOWER TO 17' 2" D N N N N Y Y DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY 219'197'P1 P2 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000806761WAKVD02300 1X2 & WAKVD02200 2X4SE 2ND PL & UNION AVE SERENTON, WA 98059NODE SEGMENTATIONCODE 2/1/2022 AM LW 1:40 0 20 40 4 5 DESIGN N MFP22000635 0 0 00 111 109 107 4130 115 104 127 139 106 109 115 108 121 121 103 0 4126UNION AVE NENE 1ST PL UNION CT NEROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROWROWROWROWROW EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSIDEWALKSIDEWALK SIDEWALKSIDEWALK SIDEWALKSIDEWALKEOPEOP EOP EOP EOP EOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP 3 CONSTRUCTION NOTES: PLACE NEW 1X12 MUX IN EXISTING CASE SP.WAKV.0111. REPLACE RN01 W/NEW 2X4 DIGITAL NODE & 12CT PIGTAIL. TIE IN NEW 48CT HERE. OVERLASH (1) 48CT FIBER ON EXISTING AERIAL STRAND. PLACE NEW PIGTAIL CASE, 12CT PIGTAIL, & 1X2 DIGITAL NODE. 1 2 3 MATCH LINE SEE SHEET 4 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:P3 PSE 317906-167124 NEUTRAL 40 0 N/A SECONDARY 25 3 N/A SECONDARY DRIP 23 5 N/A CATV 20 1 N/A TELCO 19 5 LOWER TO 19' 1" COMM 1 18 9 LOWER TO 18' 1" D N N N N Y Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:P4 PSE 317925-167124 NEUTRAL 40 0 N/A PRIMARY RISER 24 3 N/A SECONDARY RISER 22 9 N/A STREET LIGHT 21 2 N/A CATV 19 9 LOWER TO 19' 5" TELCO 18 9 LOWER TO 18' 5" COMM 1 17 7 LOWER TO 17' 5" D N N N N Y Y Y PRIVATE DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY 207'P3 P4 DRIVEWAY DRIVEWAY TAG IN FIELD READS 317903-167124 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000806761WAKVD02300 1X2 & WAKVD02200 2X4SE 2ND PL & UNION AVE SERENTON, WA 98059NODE SEGMENTATIONCODE 2/1/2022 AM LW 1:40 0 20 40 5 5 DESIGN N MFP22000635 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP22000635 Engineering 1 A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 2 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15'-6". 3 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 4 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. Page 1 of 1