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Home My WebLink AboutMFP21005030.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21005030 IVR Number: 21005030 Permit Information Permit Name: North Renton COR Node 284 Seg 12 Address/Location:10/14/2021Application Date:0886610010Parcel Number: 780 LOGAN AVE N Permit Type:10/25/2021Issue Date:Franchise Permit Work Class:10/25/2022Expiration Date:Minor Utility Job Number: Node 284 seg 12Franchise Type:Telephone Description: STARTING ON THE NORTH SIDE OF N 8TH ST NEAR 955 PARK AVE N, CONTRACTOR TO CORE EXISTING CTL VAULT. DIRECTIONAL BORE/OPEN TRENCH TO PROPOSED VAULT LOCATION ON THE SOUTH SIDE OF N 8TH ST. INSTALL NEW 24"X36" HANDHOLE AND PLACE CONDUITS FROM TRENCH. INSTALL (1) NEW SPLICE CASE THEN SPLICE (1) 12CT FIBER TAIL AND COIL SLACK FOR FUTURE CONNECTION. CONTRACTOR TO PLACE (1) 4" CONDUIT AND PULL FIBER THROUGHOUT. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Rachel Fenton Extenet Systems LLC 3030 Warrenville Rd Lisle, IL 60532 Applicant Michael Karalus Waeco 18543 Cascade View Dr SE Monroe, WA 98272 ApplicantX Wade Edelbrock Waeco Construction LLC 18543 Cascade View Dr SE Monroe, WA 98272 B: (360) 794-7785 C: (206) 423-7074 Contractor Business License Number: 37230Construction Contractor: WAECOCL930LF WA RENTON PARK LLC 201 RIVERPLACE STE #400 GREENVILLE , SC 29601 Owner 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 ExteNet NW-WA-STTKNT07-VZW Michael Karalus 780 Logan Ave N Break out of existing CTL vault on the north side of N 8th St. Using a combination of open (425)408-2595 michael.karalus@waecoeng.com North Renton_Node 284_Seg 12 X X Waeco Construction LLC (360)794-7785 WAECOCL930LF 37230 10/14/21 trench and directional bore, install new conduit and fiber south across road. Install new HH in soft surface and coil slack for future connection to cell site. X X X X 90 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 3/18/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 3/18/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐ Electronic Copy of the TCP Application ☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall: ▪ Include map(s) showing the location of the project and work area. ▪ Be legible lettering and clear, contrasting, symbols of viewing or printing. ▪ Must indicate street names, and north arrow and scale. ▪ Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering Waeco Construction LLC Michael Karalus (425) 408-2595 18543 Cascade View Dr SE Monroe/ WA 98272 X X North Renton_Node 284_Seg 12 780 Logan Ave N Break out of existing CTL vault on the north side of N 8th St. Using a combination of open trench and directional bore, install new conduit and fiber south across road. Install new HH in soft surface and coil slack for future connection to cell site. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 3/18/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: • Must have approved Traffic Control Plan (TCP) prior to commencing the work. • Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. • WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder’s agents and employees. • The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • All permit conditions shall be met. NOTES: • Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • 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. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. • 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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 3/18/2021 • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) Michael Karalus 10/14/2021 Page 1 of 1 North Renton Node 284 Seg 12 Overview Map Page 1 of 1 PLACE ON NW CORNER OF PARK AVE N AND N 8TH ST PLACE ON SE CORNER OF LOGAN AVE N AND N 8TH ST NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: POT HOLE. DIRECTIONALBORE. CORE EXISTING VAULT AND PLACECONDUIT. SPLICE AND PULL FIBER THROUGH.SURFACE RESTORATION. TRAFFIC CONTROL PLAN N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE Page 1 of 3 TCP COMPLETED: OCTOBER 4, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: COR NODE 284 SEG 12JOB ADDRESS: 780 LOGAN AVE N. RENTON, WA 98057DESCRIPTION: CORE EXISTING VAULT.DIRECTIONAL BORE/OPEN TRENCH TOPROPOSED VAULT LOCATION. INSALL ANDCORE PROPOSED VAULT, COIL FIBER, ANDINSTALL 12CT TAIL FOR FUTURECONNECTION. PLACE CONDUIT AND FIBERTHROUGHOUT. ALL RESTORATION IS TOMEET OR EXCEED CITY OF RENTONSTANDARDS. 721 825 909 SPEEDLIMIT35 R2 - 35 25 12' 11' 12' 11' 12' N. 8TH ST. WORK AREA LOGAN AVE N PARK AVE N SPOTTER TO ASSISTVEHICLESLEAVING/ENTERINGDRIVEWAYS ALLOW DRIVEWAYACCESS BETWEENCONES 50'-100'L*X* ROADWORK AHEAD W20 - 1 W20-1 X*X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W20-5R W4 - 2W4-2R X* ROADWORK AHEAD W20 - 1W20-1 ARROWBOARD SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 9 PLACE ON NE CORNER OF LOGAN AVE N AND N 8TH ST SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE DETOUR M4 - 9B PLACE ON NW CORNER OF PARK AVE N AND N 8TH ST DETOUR M4 - 9B Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: POTHOLE, DIRECTIONALBORE, AND SURFACE RESTORATION. TRAFFIC CONTROL PLAN N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE Page 2 of 3 TCP COMPLETED: OCTOBER 4, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: COR NODE 284 SEG 12JOB ADDRESS: 780 LOGAN AVE N. RENTON, WA 98057DESCRIPTION: CORE EXISTING VAULT.DIRECTIONAL BORE/OPEN TRENCH TOPROPOSED VAULT LOCATION. INSALL ANDCORE PROPOSED VAULT, COIL FIBER, ANDINSTALL 12CT TAIL FOR FUTURECONNECTION. PLACE CONDUIT AND FIBERTHROUGHOUT. ALL RESTORATION IS TOMEET OR EXCEED CITY OF RENTONSTANDARDS. 721 825 909 SPEEDLIMIT35 R2 - 35 25 12' 11' 12' 11' 12' N. 8TH ST. WORK AREA LOGAN AVE N PARK AVE N ARROWBOARD L*50'-100' ROADWORK AHEAD W20 - 1 W20-1 X*X*W4 - 2 W4-2L BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSEDLEFT W20-5L X* X* ROADWORK AHEAD W20 - 1W20-1 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10' 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB 8. NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTION SIGN SPACING = XRURAL ROADS 45/55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS. TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE PIT, OPEN TRENCH,INSTALL NEW VAULT. CORE VAULT ANDPLACE CONDUIT. PULL FIBER THROUGH,COIL FIBER, AND INSTALL 12 CT TAIL FORFUTURE CONNECTION. TRAFFIC CONTROL PLAN N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE Page 3 of 3 TCP COMPLETED: OCTOBER 4, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT: DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: COR NODE 284 SEG 12JOB ADDRESS: 780 LOGAN AVE N. RENTON, WA 98057DESCRIPTION: CORE EXISTING VAULT.DIRECTIONAL BORE/OPEN TRENCH TOPROPOSED VAULT LOCATION. INSALL ANDCORE PROPOSED VAULT, COIL FIBER, ANDINSTALL 12CT TAIL FOR FUTURECONNECTION. PLACE CONDUIT AND FIBERTHROUGHOUT. ALL RESTORATION IS TOMEET OR EXCEED CITY OF RENTONSTANDARDS. 721 825 909 SPEEDLIMIT35 R2 - 35 25 12' 11' 12' 11' 12' N. 8TH ST. WORK AREA LOGAN AVE N PARK AVE NL*50'-100' ROADWORK AHEAD W20 - 1W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W20-5R W4 - 2W4-2R X*X*X* X* ROADWORK AHEAD W20 - 1 W20-1 Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. ARROWBOARD ADDRESS: 780 LOGAN AVE N, RENTON, WA 98057PROJECT NAME: COR NODE 284 - SEG 12SITE LOCATIONCONTACTSSITE INDEXDANIEL MENDOZASUPERVISOREXTENETDMENDOZA@EXTENETSYSTEMS.COM951.400.9673JOSEPH PARKERENGINEER MANAGERWAECO ENGINEERINGJPARKER@WAECOENG.COM253.315.33261 - COVER SHEET/SITE LOCATION2 - LEGEND3 - GENERAL NOTES4 - DESIGN VIEW5 - RESTORATION PLAN6 - SITE PHOTOGRAPHS7 - UNDERGROUND TYPICALS8 - RESTORATION TYPICALSSCOPE OF WORK:STARTING ON THE NORTH SIDE OF N 8TH STNEAR 955 PARK AVE N, CONTRACTOR TOCORE EXISTING CTL VAULT. DIRECTIONALBORE/OPEN TRENCH TO PROPOSED VAULTLOCATION ON THE SOUTH SIDE OF N 8TH ST.INSTALL NEW 24"X36" HANDHOLE AND PLACECONDUITS FROM TRENCH. INSTALL (1) NEWSPLICE CASE THEN SPLICE (1)-12CT FIBERTAIL AND COIL SLACK FOR FUTURECONNECTION. CONTRACTOR TO PLACE (1)-4"CONDUIT AND (1)-24CT FIBER THROUGHOUT.CONTRACTOR TO VERIFY EXISTING UTILITYDEPTHS AND LOCATIONS PRIOR TOCONSTRUCTION. ALL RESTORATION TO MEETOR EXCEED CITY OF RENTON STANDARDS.VICINITY MAPCOVER SHEET1ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_284_SEG12\CAD DATA\COR NODE 284 - SEG 12_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----780 LOGAN AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE09/21/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8SHEETS 4/5 #F#F#FPX LEGEND#2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_284_SEG12\CAD DATA\COR NODE 284 - SEG 12_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----780 LOGAN AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE09/21/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8 GENERAL NOTESGENERAL NOTES: The locations of utilities shown on these drawing are only approximate. Waeco Engineering hereby disclaims anyresponsibility to third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact thestatewide call-before-you-dig system to ascertain the location of underground utilities prior to performing any excavation.1. All materials, workmanship, and construction of utility improvements shall meet or exceed site work standards and the standards andspecifications set forth in the jurisdiction regulations and applicable state and federal regulations. Where there is conflict between theseplans and the specifications, or any applicable standards, the higher quality standard shall apply. All work within public r.o.w. Oreasements may require inspected and approved by the jurisdiction inspector. Inspection services and construction certification to beprovided by designee of project sponsor/owner.2. The contractor is specifically cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based onrecords of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied upon asbeing exact or complete. The contractor must call the local utility location center at least 48 hours before any excavation to request exactfield locations of existing utilities. The contractor shall verify pertinent locations and elevations, especially at the connection points and atpotential utility conflicts. It shall be the responsibility of the contractor to relocate all existing utilities that conflict with the proposedimprovements shown on these plans.3. The contractor shall be responsible for obtaining all necessary permits from all applicable agencies. The contractor shall notify thejurisdiction inspector at least 48 hours prior to the start of any earth disturbing activity or construction on any and all publicimprovements if required.4. The contractor shall coordinate and cooperate with the jurisdiction and all utility companies with regard to relocations or adjustments ofexisting utilities during construction, to assure that the work is accomplished in a timely fashion, and with a minimum disruption ofservice. The contractor shall be responsible for contacting all parties affected by any disruption of any utility service.5. The contractor shall have one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, andone (1) copy of any permits and extension agreements needed for the job on-site at all times.6. The contractor shall be responsible for all aspects of safety including, but not limited to: excavation, trenching, shoring, traffic control,and security.7. If, during the construction process, conditions are encountered by the contractor, his subcontractors, or other affected parties whichcould indicate a situation that is not identified in the plans or specifications, the contractor shall contact the engineer immediately.8. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.9. For work affecting public roadways or if required by the jurisdiction, the contractor shall submit a traffic control and phasing plan inaccordance with m.u.t.c.d. For approval. Prior to any construction activities within or affecting the right-of-way, the contractor shall beresponsible for providing any and all traffic control devices as may be required by said plans. Prior to installation a preconstructionconference shall be held with jurisdiction.10. The contractor is responsible for providing all labor and materials necessary for the completion of the intended improvements shown onthese drawings or designated to be provided, installed, constructed, removed or relocated unless specifically noted otherwise.11. Per agency standards the contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt trackedfrom the site.12. The contractor shall be responsible for recording record information on a set of record drawings kept at the construction site andavailable to the jurisdiction inspector at all times.13. Dimensions for layout and construction are not to be scaled from any drawing. For additional information contact the engineer forclarification and note on the record drawings.14. All erosion and sediment control (e.s.c.) Measures shall be installed at the limits of construction prior to ground disturbing activity. Alle.s.c. Measures shall be maintained in good repair by the contractor until such time as the entire disturbed areas are stabilized with hardsurface or landscaping.15. All work within the public right-of-way is subject to the jurisdiction of the jurisdiction engineering department standard details andspecifications.16. All construction operations, including the warming up, repair, arrival, departure or running of trucks, earth moving equipment,construction equipment and any other associated equipment shall generally be limited to the time period approved by the jurisdiction.3ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_284_SEG12\CAD DATA\COR NODE 284 - SEG 12_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----780 LOGAN AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE09/21/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8 PROJECT SHEETCONSTRUCTION NOTES#4ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_284_SEG12\CAD DATA\COR NODE 284 - SEG 12_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----780 LOGAN AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE09/21/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8132423NODE NW-WA-WINONASC-00284A134251253 RESTORATIONNOTESRESTORATION NOTES#5ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_284_SEG12\CAD DATA\COR NODE 284 - SEG 12_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----780 LOGAN AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE09/21/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8ABCBAC12A CONSTRUCTION NOTESSITEPHOTOGRAPHS126ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_284_SEG12\CAD DATA\COR NODE 284 - SEG 12_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----780 LOGAN AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE09/21/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF812443253134253 UNDERGROUNDTYPICALS7ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_284_SEG12\CAD DATA\COR NODE 284 - SEG 12_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----780 LOGAN AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE09/21/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF83"24"35 1/2"24"40 3/8"28 3/4"Inside DimensionsLengthWidthDepthBULK424T072HDPE STRUCTURAL FOAM/ CHANNELLSHIELD COVRChannell's SGLB AssemblyFEATURES:·Vault body: 24X36X24 inches (Open Floor)·HDPE Body - Channell Polymer Cover - Load ratedTier 22 (ANSI/SCTF 77 2010)·1 SHIELD Cover, Tier 22, with slip Resistant Tread·2 Cover locking bolts, 9/16 stainless steel hex headbolts 3/8-16 UNC x 3 12" thread bolts with washers·2 Box self centering stainless steel corrosion resistantnuts·2 Temporary drop doors: 1 each side·Minimum of 2 lifting slots in cover equipped withstainless steel pins (slots approximately 34" x 2")·4 Reinforced polymer step racks, 2 per side·2 lifting slots approximately 34" x 4" with stainless steellifting pins.WEIGHT & SHIPPING·Cover Weight:50 lbs·Box Weight:55 lbs·Assembly Weight:105 lbs·Loaded Pallet Weight: 210 lbs·Per Pallet #:2·Pallet Dimensions:58"L x 40"W x 42"HLOAD RATINGS:·ANSI/SCTE77TIER 22·Proof Load: 33,750 lbs RESTORATIONTYPICALS8ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_284_SEG12\CAD DATA\COR NODE 284 - SEG 12_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----780 LOGAN AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE09/21/21TECHENGMCKJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8