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HomeMy WebLinkAboutMFP22002642.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22002642 IVR Number: 22002642 Permit Information Permit Name: Comcast Cable Franchise Permit-JB0000770861 Address/Location:05/19/2022Application Date:3342700534Parcel Number: 3936 PARK AVE N Permit Type:06/03/2022Issue Date:Franchise Permit Work Class:06/05/2023Expiration Date:Major Utility Franchise Type:Cable Description: Comcast JB0000770861 SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER. PLACE 1X2 RPHY NODE. PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL). PLACE 48CT SHEATH, 200' STORAGE EVERY 1500'. SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER. PROPOSED MUX SHARED WITH JB0000582777. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX Andrew Parker Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (253) 225-0596Contact Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact Michael Cannon Cannon Constructors Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787Contractor Business License Number: 41539Construction Contractor: CANNOCL791JK CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 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 JB0000770861 Andrew Parker 253-225-0596 andrew_parker2@comcast.com JB0000770861 T3D - WAKVD01W00 1x2 - NONE (RN12B 4X4) SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER. PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) . SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER. Cannon Construction LLC - Mannie Golden 253-922-2787 ext 291 601590363 20838 05/19/2022 Scott Warlick 6/3/2022 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 T3D - WAKVD01W00 1x2 - NONE (RN12B 4X4) N 40TH ST & PARK AVE N RENTON, WA 98056 7/11/2022 7/14/2022 0800 1600 SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER. PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPAN. Cannon Construction LLC 253 922 2787 Mannie Golden permitting@teamcannon.com 406 Milton Way Milton, WA 98354 MFP22002182 8:00AM - 3:00PMMonday - Friday Scott Warlick CED 6/3/2022 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 Mannie Golden 05/19/2022 3936 1324 1317 1312 1325 1401 1328 PARK AVE NN 40TH ST PARK AVE NROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWEOPFLFLFLAGGER XXX 50'-100' WTWTFLAGGER 11 12 R2-1 R2-1 11 1918 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 1 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 3936 1324 1317 4005 3930 3924 0 PARK AVE NN 40TH ST N 40TH ST PARK AVE NROW ROW ROW ROW ROW ROW ROW ROWROWROW ROWROWROWROWROWROWROWROW EOP EOPEOPFLFLFLFLFLFLAGGER XXX WTFLAGGER 18 CROSSOVER XXX50'-100' FLAGGER R2-1 R2-1 11 50'-100'18 XXXDRIVEWAYDRIVEWAY SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 2 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 3907 1321 3900 1309 3901 3904 1315 3930 3924 0 0 0 N 39TH PL PARK AVE NROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPFLFLFLFLFLFLFLFLFLFLWTXXXFLAGGER FLAGGER WTSPOTTER R2-1 R2-1 11 11 11 12 50'-100'DRIVEWAY SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 3 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 3805 3741 3900 1320 3901 3810 3813 1308 1208 1328 1212 1204 3807 3734 1307 13131203 1314 14001302 1322 0 1209 1216 0 0 N 38TH STPARK AVE NROW ROW ROW ROW ROW ROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROW ROWROWROWROWROWROWEOPEOPEOPEOPEOPEOP EOP EOPEOPFLFLFLFL FLFLFLFLN 38TH ST PARK AVE NXXXFLAGGERWTR2-1 WTFLAGGER 15 15 11 XXX FLAGGER FLAGGER 50'-100'SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 4 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 1213 3712 1403 3741 3603 3701 3728 3714 3719 3700 3734 1307 1208 1313 1202 1203 3625 3711 3724 3702 3713 3610 1209 3708 37203725 0 0 PARK AVE NN 37TH ST ROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROW ROWROWROWEOPEOPEOPEOPFLFLFLFLFLFLFLFLPARK AVE NPARK AVE NXXXFLAGGER FLAGGER WTWT50'-100'R2-1 R2-1 SPOTTER 11 11 11 50'-100'DRIVEWAY SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 5 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 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 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 3619 1222 1201 1205 1322 1213 3712 1401 1403 3605 1210 3603 1311 1309 1310 3613 37011114 1216 1115 3714 1305 3700 1122 1301 1204 12081202 3607 1116 3625 3711 1407 1402 3702 3610 3708 0 0 0 0 0 0 N 36TH ST N 37TH ST PARK AVE NPARK AVE NROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROW ROW ROW ROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW N 36TH ST EOPEOPEOPEOPEOPEOPEOPEOP EOP EOPFLFLFLFLFLFLFLFLPARK AVE NXXXFLAGGER FLAGGER WTWTXXXFLAGGER X FLAGGER R2-1 R2-1 SPOTTER 18 11 11 11 50'-100'XXXSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 6 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 1222 1322 3418 1214 1401 3506 1210 1311 1309 1310 1203 3613 1216 1218 3507 3427 1305 3500 1215 1117 3508 1122 3504 1301 1206 1204 35031202 3607 3510 1116 12091207 0 0 0 0 N 36TH ST PARK AVE NPARK AVE NROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW N 35TH ST N 36TH ST EOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOP FLFLFLFLFLFLWTWTFLAGGER FLAGGER FLAGGER X50'-100'R2-1 R2-1 SPOTTER 12 11 11 X 50'-100'XXXSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMER All traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 7 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 1300 3410 3418 1213 1214 1200 3506 1208 1302 1218 1304 34273500 3504 1214 1206 3415 3406 3503 1205 3405 1209 1201 3421 0 0 0 PARK AVE NPARK AVE NROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWN 35TH ST EOPEOPEOP EOPEOPFLFLFLFLFLFLWTFLAGGER FLAGGER FLAGGER R2-1 R2-1 SPOTTER 13 14 11 50'-100'SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMERAll traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 8 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 3336 1300 1301 3410 34181213 1200 1311 1208 1302 1304 3427 3317 3500 1213 1201 1119 1214 1207 3415 1122 3406 1205 1305 3405 1209 1204 1201 1315 3421 0 0 0 0PARK AVE NPARK AVE NN 34TH STROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROWROWROWROWROW ROWN 34TH ST N 35TH ST EOPEOP EOPEOPEOP EOPEOPEOPEOPEOPEOP EOPFLFLFLFLFLFLFLXXXFLAGGER XXXWTWTFLAGGER FLAGGER FLAGGER R2-1 R2-1 11 11 11 11 50'-100'SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMERAll traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 9 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 3336 1301 1129 1133 3320 1215 12131201 3315 1205 1207 1210 3314 1305 3326 1204 3332 1209 0 0 0 PARK AVE NN 34TH ST ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROW ROWROWROWROWROWROWROW N 34TH ST N 33RD PL EOPEOP EOPEOPEOP EOPFLFLFLFLFLFLAGGERWTFLAGGER R2-1 11 11 50'-100'X R2-1 50'-100'XXXSIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist. TRAFFIC CONTROL ADDITIONAL NOTES -For aerial work, there will be a moving traffic control setup -Will coordinate with businesses that will be affected by construction -Will have spotter on site to escort pedestrians through work zone -All work will stop while pedestrians are escorted through work zones -Will have no more than two work areas active at a time 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 work unless noted otherwiseFLAGGER SPOTTERWT LEGEND Work Vehicle Work Area Flagger Spotter N OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCTCP NODE SEGMENTATIONJB0000770861000 10 10 AF JBL 4/11/2022 NTSRENTON, WA 98056N 40TH ST & PARK AVE NWAKVD01W00 1X217-050 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCONTROL TYPE:[AERIAL WORK]FLAGGING 2-LANE ROADSITE SPECIFIC TRAFFIC CONTROL PLAN MFP22002642 4 5 6 7 SHEET INDEX: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4-7 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 48 CT FIBER: 2332 FT + 20% STORAGE = 2799 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: -SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER. -PLACE 1X2 RPHY NODE. -PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL). -PLACE 48CT SHEATH, 200' STORAGE EVERY 1500'. -SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER. -PROPOSED MUX SHARED WITH JB0000582777. BILL OF MATERIALS*: NEW AERIAL = OVER-LASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL ROW FOOTAGE = 0 FT. 2332 FT. 0 FT. 0 FT. 0 FT. 2332 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST N 40TH ST & PARK AVE N RENTON, WA 98056T3D - WAKVD01W00 1x2 - NONE (RN12B 4X4) JB0000770861 NODE SEGMENTATION CANNON COMPANIES Alex Fox - (253) 922-2787 - afox@cannonconstructioninc.com 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 =2332 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 17 17 17 4 WORK AREA MFP22002182 This permit is for Major construction work in the ROW and will be billed at an additional $150/HR for inspections. After hours and weekend work will be billed at $175/HR 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 CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF NTS 0 0 0 2 7 GENERAL NOTES MFP22002182 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF NTS 0 0 0 3 7 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 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 MFP22002182 1411 39213919 3936 3907 1410 1321 1324 14124004 3900 1309 1404 3901 3904 1409 1317 1315 4005 1328 1312 1405 4008 4017 1322 3930 1325 1401 3924 1328 0 0 0 0 PARK AVE NN 39TH PL N 40TH ST N 40TH ST PARK AVE NROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOP EOPEOP EOP EOPEOPEOPEOP EOPFLFLFLFLFLFLFLFLFLFLFLFL100'130'216'103'160'12 3 4 CROSSOVER PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER MATCH LINE SEE SHEET 2 PLACE 1X2 RPHY NODE HERE OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:1 PSE 319556-166245 SECONDARY 26 11 N/A NEUTRAL 26 2 N/A SECONDARY DRIP 24 10 N/A SECONDARY RISER 24 0 N/A COMCAST 21 2 Y TELCO 20 2 Y D N N N N Y N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:2 PSE 319556-166237 COMCAST 23 9 N/A TELCO 20 2 N/A D N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:3 PSE 319538-166228 SECONDARY RISER 27 0 N/A NEUTRAL 26 1 N/A SECONDARY DRIP 25 6 N/A COMCAST 20 5 N/A TELCO 18 10 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:4 PSE 319527-166228 NEUTRAL 24 11 N/A SECONDARY DRIP 24 8 N/A SECONDARY RISER 22 9 N/A STREET LIGHT 21 4 N/A COMCAST 20 9 Y TELCO 19 11 Y D N N N N Y Y MAKE READY: LOWER COMAST FROM 21'-2" TO 20'-8", LOWER TELCO FROM 20'-2" TO 19'-8" MAKE READY: LOWER COMAST FROM 20'-9" TO 19'-5", LOWER TELCO FROM 19'-11" TO 18'-5" PLACE 48CT SHEATH, 200' STORAGE EVERY 1500' OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF 1:60 0'30'60' 4 7 DESIGN N MFP22002182 14053712 3805 1403 3741 1320 3701 10 1114 1133 3728 3714 3719 1412 3813 3713 1308 1208 1212 1204 3807 1409 3734 1307 1406 1208 1313 1202 1203 1314 3709 3731 14001302 3711 3724 3713 0 1209 3708 3720 1216 3725 1200 3809 0 0 0 0 0 N 38TH STPARK AVE NN 37TH STPARK AVE NROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROWROWROWROWROWEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPFLFLFL FLFLFLFLFLN 38TH ST PARK AVE N126'178'95'127'105'6 7 8 9 PLACE 48CT SHEATH, 200' STORAGE EVERY 1500' PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) MATCH LINE SEE SHEET 1 MATCH LINE SEE SHEET 3 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:5 PSE 319511-166227 NEUTRAL 32 0 N/A SECONDARY 30 2 N/A SECONDARY RISER 31 4 N/A SECONDARY DRIP 30 10 N/A COMM #1 27 6 N/A COMCAST 26 10 N/A TELCO 25 9 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:6 PSE 319499-166227 SECONDARY RISER 27 11 N/A NEUTRAL 27 3 N/A SECONDARY 27 3 N/A STREET LIGHT 25 1 N/A STREET LIGHT DRIP 24 8 N/A COMCAST 22 4 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:8 PSE 319470-166226 NEUTRAL 28 0 N/A SECONDARY 28 0 N/A SECONDARY DRIP 26 6 N/A COMCAST 21 4 N/A N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:9 PSE 319459-166225 NEUTRAL 25 5 N/A SECONDARY 23 9 N/A SECONDARY DRIP 22 9 N/A SECONDARY RISER 22 7 N/A COMCAST 18 5 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:7 PSE 319482-166226 NEUTRAL 25 2 N/A SECONDARY 25 2 N/A SECONDARY RISER 23 11 N/A SECONDARY DRIP 21 9 N/A COMCAST 20 6 Y D N N N N Y MAKE READY: LOWER COMAST FROM 20'-6" TO 18'-05" OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF 1:60 0'30'60' 5 7 DESIGN NPPW5 ROW VE NPLACE 48CT SHEATH, 200' STORAGE EVERY 1500' MFP22002182 3619 1222 1201 1205 1322 1410 1214 1213 1401 3506 3605 1210 3603 1413 1311 1309 1310 1203 3613 1216 1115 1218 14053507 1305 1215 3700 1117 3609 3508 1122 3504 1301 1206 1204 35031202 3607 3510 1116 1209 3625 1407 1402 3702 3610 1403 1207 1419 0 0 0 0 0 0 0 N 36TH ST N 37TH ST PARK AVE NPARK AVE NROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW N 36TH ST EOPEOPEOPEOPEOPEOPEOP EOP EOPEOPFLFLFLFLFLFLFLFLFLPARK AVE N214'105'138'127'10 11 12 13 PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) MATCH LINE SEE SHEET 2 MATCH LINE SEE SHEET 4 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:10 PSE 31944-166225 NEUTRAL 27 3 N/A SECONDARY 27 3 N/A SECONDARY RISER 27 0 N/A SECONDARY DRIP 26 3 N/A STREET LIGHT 23 8 N/A COMCAST #1 21 2 N/A COMM 20 11 N/A COMCAST #2 20 0 N/A COMCAST #2 D N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:11 PSE 319428-166220 NEUTRAL 25 0 N/A SECONDARY 24 4 N/A SECONDARY DRIP 23 3 N/A COMCAST #1 19 5 N/A COMCAST #2 19 3 N/A COMCAST #3 19 1 N/A TROLLEY LINE 18 4 N/A TELCO 18 4 N/A COMM 17 0 N/A D N N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:12 PSE 319416-166224 NEUTRAL 34 3 N/A SECONDARY 34 3 N/A SECONDARY RISER 34 0 N/A SECONDARY DRIP 34 0 N/A STREET LIGHT 30 0 N/A STREET LIGHT DRIP 29 11 N/A COMCAST 20 4 N/A TELCO 19 3 N/A D N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:13 PSE 319406-166222 SECONDARY 30 8 N/A NEUTRAL 29 5 N/A SECONDARY DRIP 28 0 N/A SECONDARY RISER 27 0 N/A COMCAST #1 20 4 N/A COMM 19 10 N/A COMCAST #2 18 3 N/A D N N N N N N N PLACE 48CT SHEATH, 200' STORAGE EVERY 1500' OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF 1:60 0'30'60' 6 7 DESIGN N MFP22002182 3322 3336 1300 1301 3410 3418 3432 3426 1125 1129 1133 1213 3320 1326 1402 1116 1200 1311 1208 1302 1215 1304 3438 3420 3427 3317 3500 1213 1201 1119 3315 33051205 1214 1207 1210 1401 3311 1405 3415 1122 3314 3406 1205 1305 1408 3405 3326 1209 1204 3332 1201 1315 1118 3421 1209 1120 0 0 0 0 0 0 0 00 0PARK AVE NPARK AVE NGARDEN CT NN 34TH ST N 34TH STROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROW N 34TH ST N 33RD PL N 35TH ST EOPEOP EOPEOPEOP EOPEOPEOPEOPEOPEOP EOPEOP EOPFLFLFLFLFLFLFLFLFLFL146'135'127'14 15 16 17 PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) MATCH LINE SEE SHEET 3 SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER. PROPOSED MUX SHARED WITH JB0000582777 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:14 PSE 319391-166222 SECONDARY RISER 29 10 N/A NEUTRAL 26 7 N/A SECONDARY 26 7 N/A SECONDARY DRIP 24 7 N/A STREET LIGHT 21 1 N/A COMCAST #2 20 5 N/A COMCAST #1 20 2 N/A TROLLEY LINE #1 19 6 N/A D N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:15 PSE 319378-166222 SECONDARY RISER 30 2 N/A NEUTRAL 29 10 N/A SECONDARY DRIP 28 11 N/A COMCAST #1 20 6 N/A COMCAST #2 20 4 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:16 PSE 319364-166221 NEUTRAL 29 6 N/A SECONDARY 29 6 N/A SECONDARY DRIP 28 8 N/A STREETLIGHT 26 7 N/A STREETLIGHT DRIP 26 6 N/A COMCAST #1 23 5 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:17 PSE 319351-166221 NEUTRAL 26 8 N/A SECONDARY 26 8 N/A SECONDARY RISER 26 2 N/A SECONDARY DRIP 24 4 N/A COMCAST 22 2 Y D N N N N Y MAKE READY: LOWER COMAST FROM 22'-2" TO 21'-0" PLACE 48CT SHEATH, 200' STORAGE EVERY 1500' OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF 1:60 0'30'60' 7 7 DESIGN N MFP22002182 CANNON CONSTRUCTION LLC,  406 Porter Way  Milton, WA 98354  05/19/2022  To whom it may concern:  City of Renton  1055 South Grady Way  Renton, WA 98057  RE: Aerial Variance Request for #JB0000770861  To whom it may concern,  Cannon Construction has been contracted to design and engineer this project on behalf of Comcast  Cablevision. Comcast is applying for a variance request in order to upgrade their existing facilities.  Comcast proposed to over‐lash approximately 2332’ of aerial fiber along the right of way of N 40th Ave  Park Ave N.  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 will not cause substantial adverse impacts to  other persons or entities in the immediate area and 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. 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 and 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 because  Comcast does agree to underground the cable system, but they are waiving the obligation  into the future when all other utilities are underground 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 Danny Cooley at (253)686‐7592.  Thank you for your consideration in this matter.        Danny Cooley  Construction Coordinator    Attachments:  1. Application for ROW permit  2. 11” x 17” Site plan  3. 11” x 17” Design plan  4. Traffic Control Plan    June 3, 2022 Danny Cooley Comcast Communications Via Email: danny_cooley@comcast.com SUBJECT: Request for Undergrounding Exemption (JB#770861, MFP22002642, 3936 Park Ave N) Dear Mr. Cooley: 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 LLC overlash new 48ct fiber for a total of approximately 2,332 lineal feet to existing Puget Sound Energy (PSE) poles along N 40th St and Park Ave N 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#770861 Page 2 of 2 June 3, 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, June 17, 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 6 7 SHEET INDEX: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4-7 -DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 48 CT FIBER: 2332 FT + 20% STORAGE = 2799 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: -SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER. -PLACE 1X2 RPHY NODE. -PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL). -PLACE 48CT SHEATH, 200' STORAGE EVERY 1500'. -SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER. -PROPOSED MUX SHARED WITH JB0000582777. BILL OF MATERIALS*: NEW AERIAL = OVER-LASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL ROW FOOTAGE = 0 FT. 2332 FT. 0 FT. 0 FT. 0 FT. 2332 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST N 40TH ST & PARK AVE N RENTON, WA 98056T3D - WAKVD01W00 1x2 - NONE (RN12B 4X4) JB0000770861 NODE SEGMENTATION CANNON COMPANIES Alex Fox - (253) 922-2787 - afox@cannonconstructioninc.com 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 =2332 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 17 17 17 4 WORK AREA 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 CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF NTS 0 0 0 2 7 GENERAL NOTES OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF NTS 0 0 0 3 7 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 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 1411 39213919 3936 3907 1410 1321 1324 14124004 3900 1309 1404 3901 3904 1409 1317 1315 4005 1328 1312 1405 4008 4017 1322 3930 1325 1401 3924 1328 0 0 0 0 PARK AVE NN 39TH PL N 40TH ST N 40TH ST PARK AVE NROW ROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROW ROW ROWROWROWROWROWROWROWROWROWROWROW EOPEOPEOPEOPEOP EOPEOP EOP EOPEOPEOPEOP EOPFLFLFLFLFLFLFLFLFLFLFLFL100'130'216'103'160'12 3 4 CROSSOVER PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) SPLICE INTO EXISTING SPLICE CASE, SP0077.WAKV WITH 48CT FIBER MATCH LINE SEE SHEET 2 PLACE 1X2 RPHY NODE HERE OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:1 PSE 319556-166245 SECONDARY 26 11 N/A NEUTRAL 26 2 N/A SECONDARY DRIP 24 10 N/A SECONDARY RISER 24 0 N/A COMCAST 21 2 Y TELCO 20 2 Y D N N N N Y N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:2 PSE 319556-166237 COMCAST 23 9 N/A TELCO 20 2 N/A D N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:3 PSE 319538-166228 SECONDARY RISER 27 0 N/A NEUTRAL 26 1 N/A SECONDARY DRIP 25 6 N/A COMCAST 20 5 N/A TELCO 18 10 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:4 PSE 319527-166228 NEUTRAL 24 11 N/A SECONDARY DRIP 24 8 N/A SECONDARY RISER 22 9 N/A STREET LIGHT 21 4 N/A COMCAST 20 9 Y TELCO 19 11 Y D N N N N Y Y MAKE READY: LOWER COMAST FROM 21'-2" TO 20'-8", LOWER TELCO FROM 20'-2" TO 19'-8" MAKE READY: LOWER COMAST FROM 20'-9" TO 19'-5", LOWER TELCO FROM 19'-11" TO 18'-5" PLACE 48CT SHEATH, 200' STORAGE EVERY 1500' OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF 1:60 0'30'60' 4 7 DESIGN N 14053712 3805 1403 3741 1320 3701 10 1114 1133 3728 3714 3719 1412 3813 3713 1308 1208 1212 1204 3807 1409 3734 1307 1406 1208 1313 1202 1203 1314 3709 3731 14001302 3711 3724 3713 0 1209 3708 3720 1216 3725 1200 3809 0 0 0 0 0 N 38TH STPARK AVE NN 37TH STPARK AVE NROW ROW ROW ROW ROW ROW ROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROWROWROWROWROWEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPFLFLFL FLFLFLFLFLN 38TH ST PARK AVE N126'178'95'127'105'6 7 8 9 PLACE 48CT SHEATH, 200' STORAGE EVERY 1500' PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) MATCH LINE SEE SHEET 1 MATCH LINE SEE SHEET 3 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:5 PSE 319511-166227 NEUTRAL 32 0 N/A SECONDARY 30 2 N/A SECONDARY RISER 31 4 N/A SECONDARY DRIP 30 10 N/A COMM #1 27 6 N/A COMCAST 26 10 N/A TELCO 25 9 N/A D N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:6 PSE 319499-166227 SECONDARY RISER 27 11 N/A NEUTRAL 27 3 N/A SECONDARY 27 3 N/A STREET LIGHT 25 1 N/A STREET LIGHT DRIP 24 8 N/A COMCAST 22 4 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:8 PSE 319470-166226 NEUTRAL 28 0 N/A SECONDARY 28 0 N/A SECONDARY DRIP 26 6 N/A COMCAST 21 4 N/A N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:9 PSE 319459-166225 NEUTRAL 25 5 N/A SECONDARY 23 9 N/A SECONDARY DRIP 22 9 N/A SECONDARY RISER 22 7 N/A COMCAST 18 5 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:7 PSE 319482-166226 NEUTRAL 25 2 N/A SECONDARY 25 2 N/A SECONDARY RISER 23 11 N/A SECONDARY DRIP 21 9 N/A COMCAST 20 6 Y D N N N N Y MAKE READY: LOWER COMAST FROM 20'-6" TO 18'-05" OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF 1:60 0'30'60' 5 7 DESIGN NPPW5 ROW VE NPLACE 48CT SHEATH, 200' STORAGE EVERY 1500' 3619 1222 1201 1205 1322 1410 1214 1213 1401 3506 3605 1210 3603 1413 1311 1309 1310 1203 3613 1216 1115 1218 14053507 1305 1215 3700 1117 3609 3508 1122 3504 1301 1206 1204 35031202 3607 3510 1116 1209 3625 1407 1402 3702 3610 1403 1207 1419 0 0 0 0 0 0 0 N 36TH ST N 37TH ST PARK AVE NPARK AVE NROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROWROWROWROW ROWROW ROW ROW ROW ROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW N 36TH ST EOPEOPEOPEOPEOPEOPEOP EOP EOPEOPFLFLFLFLFLFLFLFLFLPARK AVE N214'105'138'127'10 11 12 13 PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) MATCH LINE SEE SHEET 2 MATCH LINE SEE SHEET 4 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:10 PSE 31944-166225 NEUTRAL 27 3 N/A SECONDARY 27 3 N/A SECONDARY RISER 27 0 N/A SECONDARY DRIP 26 3 N/A STREET LIGHT 23 8 N/A COMCAST #1 21 2 N/A COMM 20 11 N/A COMCAST #2 20 0 N/A COMCAST #2 D N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:11 PSE 319428-166220 NEUTRAL 25 0 N/A SECONDARY 24 4 N/A SECONDARY DRIP 23 3 N/A COMCAST #1 19 5 N/A COMCAST #2 19 3 N/A COMCAST #3 19 1 N/A TROLLEY LINE 18 4 N/A TELCO 18 4 N/A COMM 17 0 N/A D N N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:12 PSE 319416-166224 NEUTRAL 34 3 N/A SECONDARY 34 3 N/A SECONDARY RISER 34 0 N/A SECONDARY DRIP 34 0 N/A STREET LIGHT 30 0 N/A STREET LIGHT DRIP 29 11 N/A COMCAST 20 4 N/A TELCO 19 3 N/A D N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:13 PSE 319406-166222 SECONDARY 30 8 N/A NEUTRAL 29 5 N/A SECONDARY DRIP 28 0 N/A SECONDARY RISER 27 0 N/A COMCAST #1 20 4 N/A COMM 19 10 N/A COMCAST #2 18 3 N/A D N N N N N N N PLACE 48CT SHEATH, 200' STORAGE EVERY 1500' OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF 1:60 0'30'60' 6 7 DESIGN N 3322 3336 1300 1301 3410 3418 3432 3426 1125 1129 1133 1213 3320 1326 1402 1116 1200 1311 1208 1302 1215 1304 3438 3420 3427 3317 3500 1213 1201 1119 3315 33051205 1214 1207 1210 1401 3311 1405 3415 1122 3314 3406 1205 1305 1408 3405 3326 1209 1204 3332 1201 1315 1118 3421 1209 1120 0 0 0 0 0 0 0 00 0PARK AVE NPARK AVE NGARDEN CT NN 34TH ST N 34TH STROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROW N 34TH ST N 33RD PL N 35TH ST EOPEOP EOPEOPEOP EOPEOPEOPEOPEOPEOP EOPEOP EOPFLFLFLFLFLFLFLFLFLFL146'135'127'14 15 16 17 PLACE NEW 48CT FIBER ON EXISTING AERIAL STRAND FOR 16 SPANS, (TYPICAL) MATCH LINE SEE SHEET 3 SPLICE INTO MX0006.WAKV_SP.WAKV.0902 WITH 48CT FIBER. PROPOSED MUX SHARED WITH JB0000582777 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:14 PSE 319391-166222 SECONDARY RISER 29 10 N/A NEUTRAL 26 7 N/A SECONDARY 26 7 N/A SECONDARY DRIP 24 7 N/A STREET LIGHT 21 1 N/A COMCAST #2 20 5 N/A COMCAST #1 20 2 N/A TROLLEY LINE #1 19 6 N/A D N N N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:15 PSE 319378-166222 SECONDARY RISER 30 2 N/A NEUTRAL 29 10 N/A SECONDARY DRIP 28 11 N/A COMCAST #1 20 6 N/A COMCAST #2 20 4 N/A D N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:16 PSE 319364-166221 NEUTRAL 29 6 N/A SECONDARY 29 6 N/A SECONDARY DRIP 28 8 N/A STREETLIGHT 26 7 N/A STREETLIGHT DRIP 26 6 N/A COMCAST #1 23 5 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:17 PSE 319351-166221 NEUTRAL 26 8 N/A SECONDARY 26 8 N/A SECONDARY RISER 26 2 N/A SECONDARY DRIP 24 4 N/A COMCAST 22 2 Y D N N N N Y MAKE READY: LOWER COMAST FROM 22'-2" TO 21'-0" PLACE 48CT SHEATH, 200' STORAGE EVERY 1500' OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000770861T3D-WAKVD01W00-1X2-NONE(RN128_4X4)N 40TH ST & PARK AVE NRENTON, WA 98056NODE SEGMENTATION17-050 4/6/2022 JBL AF 1:60 0'30'60' 7 7 DESIGN N DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP22002642 Engineering 1 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. 2 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3 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". 4 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. Page 1 of 1