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HomeMy WebLinkAboutMFP21005741DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21005741 IVR Number: 21005741 Permit Information Permit Name: North Renton - Node 298 & 300 - Seg 89 & 90 Address/Location:11/30/2021Application Date:0823059165Parcel Number: 801 HOUSER WAY N Permit Type:12/20/2021Issue Date:Franchise Permit Work Class:12/20/2022Expiration Date:Minor Utility Job Number: 21997.89.90Franchise Type:Telephone Description: SEGMENT 89 PROJECT CONSISTS OF OPEN TRENCH TO PROPOSED VAULT LOCATIONS ALONG HOUSER WAY N. INSTALL 24" X 36" & 36" X 60" VAULTS AT PROPOSED LOCATIONS AND COIL FIBER. INSTALL 12CT TAIL FOR FUTURE CONNECTION AT PROPOSED VAULT NEAR NODE NW WA WINONASC 00300. CONTRACTOR TO PLACE CONDUIT AND PULL FIBER THROUGHOUT. SEGMENT 90 PROJECT CONSISTS OF DIRECTIONAL BORE TO PROPOSED VAULT LOCATIONS ALONG HOUSER WAY N. INSTALL 24" X 36" & 36" X 60" VAULTS AT PROPOSED LOCATIONS AND COIL FIBER. INSTALL 12CT TAIL FOR FUTURE CONNECTION AT PROPOSED VAULT NEAR NODE NW WA WINONASC 00300. CONTRACTOR TO PLACE CONDUIT AND PULL FIBER THROUGHOUT. Restoration per City of Renton standard. Contacts Name Address PhoneTypeBilling Rachel Fenton Extenet Systems LLC 3030 Warrenville Road Warrenville Rd, Suite 340 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 PARK DRIVE I LLC 9125 10TH AVE S SEATTLE , WA 98108 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 Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21005741 (Date)(Signature) Page 2 of 2THIS 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 801 HOUSER WAY N Break out of CTL conduit system along Houser Way N and then set new vault (425)408-2595 michael.karalus@waecoeng.com North Renton Node 298 & 300 Seg 89-90 X X Waeco Construction LLC (360)794-7785 WAECOCL930LF 37230 11/29/21 at two locations. Then trench across Houser Way N and set new vault next to each Node. X X X 309 X Nathan Janders CED 12/20/2021 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 298 & 300 Seg 89-90 801 HOUSER WAY N Break out of CTL conduit system along Houser Way N and then set new vault at two locations. Then trench across Houser Way N and set new vault next to each Node. MFP21005741 Monday friday 8:00 am 3:00 pm Nathan Janders CED 12/20/2021 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 11/29/2021 TRAFFIC CONTROL PLANSCALE: 1"=30'30'020'10'1ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_TCP.DWGSHEET #PROJECT NUMBER: 21997.89.9024 HOUR CONTACTPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/17/21TECHENGHBJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMOF3RURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X (FEET)35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICE SPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)NOTES:1.ALL SIGNS ARE 36" - 36" ACROSS2.ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE3.CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4.STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5.FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6.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 CURB8.NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTIONHOURS OF TCP: 9AM-3PMDESCRIPTION: OPEN TRENCH TO PROPOSEDVAULT LOCATIONS, INSTALL PROPOSED VAULTS,PLACE CONDUIT AND PULL FIBER THROUGHOUT.DIRECTIONAL BORE TO PROPOSED VAULTLOCATIONS, INSTALL VAULTS AT PROPOSEDLOCATIONS, COIL FIBER, PLACE CONDUIT ANDPULL THROUGHOUT.TRAFFIC CONTROL PLANLEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEWORK AREAFLAGGING STATIONR7-T39 NO PARK20'20'X*X*X*ROADWORKAHEADW20-1W20-4ONE LANEROADAHEADW20-7aX*X*X*ROADWORKAHEADW20-1W20-4ONE LANEROADAHEADW20-7a50'-100'50'-100'PEDESTRIAN ESCORT:STOP WORK, SECURE PASSABLE ADACOMPLIANT PEDESTRIAN ACCESS ON EXISTINGSIDEWALK (4' MIN). CLEAR ZONE MUST BE FREEOF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.SPEEDLIMIT25R2-25PARCEL# 0823059165815 HOUSER WAY NPARCEL# 082305PUBLHOUSER WAY NMFP21005741 TRAFFIC CONTROL PLANSCALE: 1"=30'30'020'10'2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_TCP.DWGSHEET #PROJECT NUMBER: 21997.89.9024 HOUR CONTACTPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/17/21TECHENGHBJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMOF3RURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X (FEET)35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICE SPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)NOTES:1.ALL SIGNS ARE 36" - 36" ACROSS2.ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE3.CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4.STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5.FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6.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 CURB8.NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTIONTRAFFIC CONTROL PLANLEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEWORK AREAFLAGGING STATIONR7-T39 NO PARK20'20'X*X*X*ROADWORKAHEADW20-1W20-4ONE LANEROADAHEADW20-7aX*X*X*ROADWORKAHEADW20-1W20-4ONE LANEROADAHEADW20-7a50'-100'PEDESTRIAN ESCORT:STOP WORK, SECURE PASSABLE ADACOMPLIANT PEDESTRIAN ACCESS ON EXISTINGSIDEWALK (4' MIN). CLEAR ZONE MUST BE FREEOF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.SPEEDLIMIT25R2-25NOTE:SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONESIDEWALKCLOSEDR9-9HOURS OF TCP: 9AM-3PMDESCRIPTION: OPEN TRENCH TO PROPOSEDVAULT LOCATIONS, INSTALL PROPOSED VAULTS,PLACE CONDUIT AND PULL FIBER THROUGHOUT.DIRECTIONAL BORE TO PROPOSED VAULTLOCATIONS, INSTALL VAULTS AT PROPOSEDLOCATIONS, COIL FIBER, PLACE CONDUIT ANDPULL THROUGHOUT.PARCEL# 0823059165815 HOUSER WAY NPARCEL# 082305PUBLHOUSER WAY NMFP21005741 TRAFFIC CONTROL PLANSCALE: 1"=30'30'020'10'3ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_TCP.DWGSHEET #PROJECT NUMBER: 21997.89.9024 HOUR CONTACTPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/17/21TECHENGHBJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMOF3RURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X (FEET)35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICE SPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)NOTES:1.ALL SIGNS ARE 36" - 36" ACROSS2.ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE3.CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4.STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5.FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6.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 CURB8.NO PARK SIGNS ARE TO BE PUT UP 72 HOURS PRIOR TO CONSTRUCTIONTRAFFIC CONTROL PLANLEGENDTRAFFIC CONESTEMP SIGN LOCATIONWORK VEHICLEWORK AREAFLAGGING STATIONR7-T39 NO PARKX*X*X*ROADWORKAHEADW20-1W20-4ONE LANEROADAHEADW20-7aX*X*X*ROADWORKAHEADW20-1W20-4ONE LANEROADAHEADW20-7a50'-100'50'-100'20'20'PEDESTRIAN ESCORT:STOP WORK, SECURE PASSABLE ADACOMPLIANT PEDESTRIAN ACCESS ON EXISTINGSIDEWALK (4' MIN). CLEAR ZONE MUST BE FREEOF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.SPEEDLIMIT25R2-25HOURS OF TCP: 9AM-3PMDESCRIPTION: OPEN TRENCH TO PROPOSEDVAULT LOCATIONS, INSTALL PROPOSED VAULTS,PLACE CONDUIT AND PULL FIBER THROUGHOUT.DIRECTIONAL BORE TO PROPOSED VAULTLOCATIONS, INSTALL VAULTS AT PROPOSEDLOCATIONS, COIL FIBER, PLACE CONDUIT ANDPULL THROUGHOUT.PARCEL# 0823059194851 HOUSER WAY NPARCEL# 0823059190903 HOUSER WAY NPARCEL# 082305PUBLHOUSER WAY NMFP21005741 ADDRESS: 801 HOUSER WAY NORTH, RENTON, WA 98057PROJECT NAME: COR NODE 298 & 300 - SEG 89 & 90SITE LOCATIONCONTACTSSITE INDEXDANIEL MENDOZASUPERVISOREXTENETDMENDOZA@EXTENETSYSTEMS.COM951.400.9673JOSEPH PARKERENGINEER MANAGERWAECO ENGINEERINGJPARKER@WAECOENG.COM253.315.33261 - COVER SHEET/SITE LOCATION2 - LEGEND3 - GENERAL NOTES4/5 - DESIGN VIEWS 1-26/7 - RESTORATION PLANS 1-28 - OVERVIEW9 - SITE PHOTOGRAPHSSCOPE OF WORK:SEGMENT 89 -PROJECT CONSISTS OF OPEN TRENCH TOPROPOSED VAULT LOCATIONS ALONGHOUSER WAY N. INSTALL 24" X 36" & 36" X 60"VAULTS AT PROPOSED LOCATIONS AND COILFIBER. INSTALL 12CT TAIL FOR FUTURECONNECTION AT PROPOSED VAULT NEARNODE NW-WA-WINONASC-00300.CONTRACTOR TO PLACE CONDUIT AND PULLFIBER THROUGHOUT.SEGMENT 90-PROJECT CONSISTS OF DIRECTIONAL BORETO PROPOSED VAULT LOCATIONS ALONGHOUSER WAY N. INSTALL 24" X 36" & 36" X 60"VAULTS AT PROPOSED LOCATIONS AND COILFIBER. INSTALL 12CT TAIL FOR FUTURECONNECTION AT PROPOSED VAULT NEARNODE NW-WA-WINONASC-00300.CONTRACTOR TO PLACE CONDUIT AND PULLFIBER THROUGHOUT.CONTRACTOR TO VERIFY EXISTING UTILITYDEPTHS AND LOCATIONS PRIOR TOCONSTRUCTION. ALL RESTORATION TO MEETOR EXCEED CITY OF RENTON STANDARDS.COVER SHEET1ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.89.90EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/3/21TECHENGSGJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9SHEET 5/7SHEET 4/6VICINITY MAPCONSTRUCTION FOOTAGEOPEN TRENCH96'-0"DIRECTIONAL BORE213'-0"MFP21005741 RISERPOLE ANCHOR/DOWN GUY - EXISTINGPOLE ANCHOR/DOWN GUY - PROPOSEDSTREET LIGHT POSTMISC. UTILITYUTILITY POLE - EXISTINGPOLE - PROPOSEDGROUND/BONDTREEFIRE HYDRANTBUSHSTORAGE - EXISTINGSTORAGE - PROPOSEDSPLICE POINT - PROPOSEDSPLICE POINT - EXISTINGPULBOX - PROPOSEDVAULT - EXISTINGVAULT - PROPOSEDAERIAL FIBER - EXISTINGCONDUIT - EXISTINGAERIAL FIBER - PROPOSEDCONDUIT - PROPOSEDGASWATERTELEPHONEELECTRICSANITARY SEWER (SEW)STORM DRAINFENCECABLE TVSTEAMOILUNKNOWN UTILITYLINETYPESPVCSTA.RGSRIGID GALVANIZED STEEL CONDUITPOLY VINYL CHLORIDESTATIONSYMBOLMHMPHDPEJBHHHANDHOLEJUNCTION BOXMILE POSTHIGH DENSITY POLYETHYLENEMANHOLEDESCRIPTIONROWRIGHT OF WAYCATCH BASIN/INLETFIBER DISTRIBUTION PANEL - EXISTINGRIGHT OF WAYFIBER DISTRIBUTION PANEL - PROPOSEDPOLE TABLE/ ATTACHMENT CALLOUT SEQUENTIAL CALLOUTSEQUENTIAL IN TAIL CALLOUTSEQUENTIAL TAIL OUT CALLOUTPROPOSED DOWN GUY ON EXISTING ANCHOR#F#F#FGRAVEL/ ROCK WALLSIDEWALKBRICKWATEREDGE OF PAVEMENTCURBFIBER OPTICTELECOMMUNICATIONSPEDESTAL - EXISTINGPEDESTAL - PROPOSEDPARCEL BOUNDARYUTILITY ENDSUTILITY CONTINUESHEDGESTREET LIGHTPHOTO MARKERSTATION LINEBORE PITPD-##PEDESTAL-NUMBERVT-##VAULT-NUMBERUP-##UTILITY POLE-NUMBERLEGEND#PULLBOX - EXISTINGCONCRETE RESTORATIONASPHALT RESTORATIONASPHALT OVER PCC RESTORATIONLANDSCAPE RESTORATION2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.89.90EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/3/21TECHENGSGJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9AERIAL FIBER - OVERLASHTRAFFIC ARM/STOP LIGHTPOLE NUMBERTAG NUMBERPX POLE OWNERPSEADDITIONAL POLE TAGTAG NUMBERUTILITY1XX'XX"PROP UTILITYX'XX"MFP21005741 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. Or easementsmay require inspected and approved by the jurisdiction inspector. Inspection services and construction certification to be provided bydesignee 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 on recordsof the various utility companies and, where possible, measurements taken in the field. The information is not to be relied upon as beingexact or complete. The contractor must call the local utility location center at least 48 hours before any excavation to request exact fieldlocations 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 public improvements ifrequired.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 of service.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, and one(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, andsecurity.7. If, during the construction process, conditions are encountered by the contractor, his subcontractors, or other affected parties which couldindicate 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 and availableto 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. All e.s.c.Measures shall be maintained in good repair by the contractor until such time as the entire disturbed areas are stabilized with hard surfaceor 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, constructionequipment 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\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.89.90EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/3/21TECHENGSGJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9MFP21005741 1+002+003+004+005+006+00PROJECT SHEETCONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION.4ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.89.90EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/3/21TECHENGSGJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF920'SCALE: 1"=20'010'39'57' 2'30' 4' 8'3INSTALL (1) 36" X 60" EXTENET VAULT. SWEEP UPAND PLACE CONDUITS FROM TRENCH. RING CUT(1) 1728CT FIBER THEN PULL (1) 24CT FIBERCABLE THROUGH.5INSTALL (1) 24" X 36" EXTENET VAULT. SWEEP UPAND PLACE CONDUITS FROM TRENCH. PULL (1)24CT FIBER THROUGH AND COIL.4OPEN TRENCH TO PLACE (3) 1.25" CONDUIT. PULL(1) 24CT FIBER CABLE THROUGH.1DIG INTERCEPT PIT. DIG AND INTERCEPT EXISTINGCTL CONDUIT AND INSTALL (1) 4" SPLIT WYE-CASTCONDUIT TO BREAK OUT. PULL (1) 1728CT FIBERTHROUGH.2OPEN TRENCH TO PLACE (1) 4" CONDUIT. PULL (1)1728CT FIBER THROUGH.1123445NODE NW-WA-WINONASC-003001212'5'12' 5'11'4'HOUSER WAY NPARCEL# 0823059165815 HOUSER WAY NPARCEL# 082305PUBLEXISTING CTL CONDUIT TOBE PROOFED UNDER PERMITMFP21004880PROTECT CURB ANDGUTTER IN PLACE.EXISTING CTL CONDUIT TOBE PROOFED UNDER PERMITMFP21004880MFP21005741 16+0017+0018+0019+0020+0021+00PROJECT SHEETCONSTRUCTION NOTESPOTHOLE UTILITY CROSSINGS PRIOR TO BORE#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION.5ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.89.90EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/3/21TECHENGSGJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF920'SCALE: 1"=20'010'6' 24'5' 3'12' 7'6DIG 4' X 6' BORE PIT. RESTORE SURFACE TO CITYOF RENTON STANDARDS.7DIRECTIONAL BORE TO PLACE (3) 1.25" CONDUIT.PULL (1) 24CT FIBER CABLE THROUGH.112263735NODE NW-WA-WINONASC-00298213'34HOUSER WAY NPARCEL# 0823059194851 HOUSER WAY NPARCEL# 0823059190903 HOUSER WAY NPARCEL# 082305PUBL6'9'3'9'3INSTALL (1) 36" X 60" EXTENET VAULT. SWEEP UPAND PLACE CONDUITS FROM TRENCH. RING CUT(1) 1728CT FIBER THEN PULL (1) 24CT FIBERCABLE THROUGH.5INSTALL (1) 24" X 36" EXTENET VAULT. SWEEP UPAND PLACE CONDUITS FROM TRENCH. PULL (1)24CT FIBER THROUGH AND COIL.4OPEN TRENCH TO PLACE (3) 1.25" CONDUIT. PULL(1) 24CT FIBER CABLE THROUGH.1DIG INTERCEPT PIT. DIG AND INTERCEPT EXISTINGCTL CONDUIT AND INSTALL (1) 4" SPLIT WYE-CASTCONDUIT TO BREAK OUT. PULL (1) 1728CT FIBERTHROUGH.2OPEN TRENCH TO PLACE (1) 4" CONDUIT. PULL (1)1728CT FIBER THROUGH.EXISTING CTL CONDUIT TOBE PROOFED UNDER PERMITMFP21004880EXISTING CTL CONDUIT TOBE PROOFED UNDER PERMITMFP21004880MFP21005741 1+002+003+004+005+006+00RESTORATIONNOTESRESTORATION NOTES6ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.89.90EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/3/21TECHENGSGJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF920'SCALE: 1"=20'010'7'38' 7'10'ARESTORE CONCRETE SIDEWALK PANEL PER CITYOF RENTON STANDARD DETAIL 102.BRESTORE ASPHALT ROADWAY PER CITY OFRENTON STANDARD DETAIL 110.CRESTORE SOFT SURFACE TO PREVIOUSCONDITION.ABCCHOUSER WAY NPARCEL# 0823059165815 HOUSER WAY NPARCEL# 082305PUBL2'3'3'MFP21005741restoration per city of renton standard 16+0017+0018+0019+0020+0021+00RESTORATIONNOTES7ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.89.90EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/3/21TECHENGSGJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9RESTORATION NOTES20'SCALE: 1"=20'010'CRESTORE SOFT SURFACE TO PREVIOUSCONDITION.CCCCHOUSER WAY NPARCEL# 0823059194851 HOUSER WAY NPARCEL# 0823059190903 HOUSER WAY NPARCEL# 082305PUBLMFP21005741restoration per city of renton standard OVERVIEW SHEETCONSTRUCTION NOTES8ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.89.90EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/3/21TECHENGSGJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF90SCALE: NTSX12345123457HOUSER WAY NPARCEL# 0823059165815 HOUSER WAY NPARCEL# 0823059194851 HOUSER WAY NPARCEL# 0823059190903 HOUSER WAY NPARCEL# 082305PUBL57'39'213'6DIG 4' X 6' BORE PIT. RESTORE SURFACE TO CITYOF RENTON STANDARDS.7DIRECTIONAL BORE TO PLACE (3) 1.25" CONDUIT.PULL (1) 24CT FIBER CABLE THROUGH.3INSTALL (1) 36" X 60" EXTENET VAULT. SWEEP UPAND PLACE CONDUITS FROM TRENCH. RING CUT(1) 1728CT FIBER THEN PULL (1) 24CT FIBERCABLE THROUGH.5INSTALL (1) 24" X 36" EXTENET VAULT. SWEEP UPAND PLACE CONDUITS FROM TRENCH. PULL (1)24CT FIBER THROUGH AND COIL.4OPEN TRENCH TO PLACE (3) 1.25" CONDUIT. PULL(1) 24CT FIBER CABLE THROUGH.1DIG INTERCEPT PIT. DIG AND INTERCEPT EXISTINGCTL CONDUIT AND INSTALL (1) 4" SPLIT WYE-CASTCONDUIT TO BREAK OUT. PULL (1) 1728CT FIBERTHROUGH.2OPEN TRENCH TO PLACE (1) 4" CONDUIT. PULL (1)1728CT FIBER THROUGH.66MFP21005741 CONSTRUCTION NOTESSITEPHOTOGRAPHS9ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21097.89_COR_NODE300_SEG89\CAD\COR_NODE300_SEG89_PRINTS.DWGSHEET #PROJECT NUMBER: 21997.89.90EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE11/3/21TECHENGSGJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF9STANDING ON HOUSER WAY LOOKING NORTHWEST.1ON EAST SIDE OF HOUSER WAY, LOOKING SOUTH.2STANDING ON HOUSER WAY, LOOKING SOUTHEAST.3ON EAST SIDE OF HOUSER WAY, LOOKING SOUTH.413445NODE NW-WA-WINONASC-003001263776526DIG 4' X 6' BORE PIT. RESTORE SURFACE TO CITYOF RENTON STANDARDS.7DIRECTIONAL BORE TO PLACE (3) 1.25" CONDUIT.PULL (1) 24CT FIBER CABLE THROUGH.3INSTALL (1) 36" X 60" EXTENET VAULT. SWEEP UPAND PLACE CONDUITS FROM TRENCH. RING CUT(1) 1728CT FIBER THEN PULL (1) 24CT FIBERCABLE THROUGH.5INSTALL (1) 24" X 36" EXTENET VAULT. SWEEP UPAND PLACE CONDUITS FROM TRENCH. PULL (1)24CT FIBER THROUGH AND COIL.4OPEN TRENCH TO PLACE (3) 1.25" CONDUIT. PULL(1) 24CT FIBER CABLE THROUGH.1DIG INTERCEPT PIT. DIG AND INTERCEPT EXISTINGCTL CONDUIT AND INSTALL (1) 4" SPLIT WYE-CASTCONDUIT TO BREAK OUT. PULL (1) 1728CT FIBERTHROUGH.2OPEN TRENCH TO PLACE (1) 4" CONDUIT. PULL (1)1728CT FIBER THROUGH.MFP21005741 VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA 5EE NOTE 2) EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL 9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95 MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD 5PECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95 PASSING A #4 SIEVE AND LESS THAN 5 PASSING A #200 SIEVE NOTES: 1. WHEN EXISTWG PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL " PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL " PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS TNAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRNEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH S"PD. PLAN - 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR P1'R ;1;D DEPARTMENT RIGID PAVEMENT WITH OVERLAY MFP21005741 s RAISED EDGE DETAIL 1 a sI DEWALK LEVEL 1r2' F•J7 O $IOEWAL3(TRANSVERSE 1'-0" 1' - 0" 11r R J01NTS TO INCLUDE RASED EDGE 318• (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLEONRDUtDING2.0%1 tr2" (IN) R. (TYP.] FOR CURB pETA[LS r , SEE STD PLAN 101 er ' y r. STING ROADWAY CRUSHED ROCK BrLS SEE RAISED EDGE I SIDEWALK DETAIL - THIS SHE LTYPICALUNDER CRUSHEOSURFACING TOP COURSE (CSTC) ALL CUT SIDEWALK OMPACT TO 957, MODIFILU PROCTOR MIN. O SLOPESWITH RAISED EDGE UNLESS REOUTREMENT WAIVED BY ENGINEER) TYPICAL. UNDER ALL CURB, V2" (tN) R. (TYP.) GUTTER S SIDEWALK, CSTC UNDER 2' ' v FOR CURB DETAILS CURB S GUTTER TO BE S THICKNESS CR LS% SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK dH " ,• i!' BASE, WHICHEVER IS GREATER (1YP. FOR ALL CURB b GUTTER). FINISHED GRADE 1"(IN)BELOW 1fn2' 0• SIDEWALK TOPOF CONCRETE SURFACE ADJACENT TO CURB MIN 1, m 1 0• ROU DING R. (TYR) FOR CURB DETAILS 1, 5% SEE STD PLAN 101 o a t s Fr• • BRIDGEORPEDESTRIANRAILING ADJACENT TO CURB FORCURBCURSDETAILSWRIER - SEE SIDEWALK SEE $TD PLAN 101. STEEP FILL SLOPES) CONTRACT PLANS WALL OR BARRIER I 772' (IN) R. (TYP.) J I SIDEWALK FLUSH' 1.5% t 1rz• M R. VERTICAL WALL - -- ' -. . - -- \Vr ti..f . •. SEE DETAIL 318• ( IN) PREMOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL a (IN) PREMOLDED JOINT FILLER FOR SIDE BUFFER STR1P TREATMENTSIDEWALKSIDEWALK ADJACENT TO WALL DETAIL SEE HER (SEE NOTE 10) SIDEWALK/ 12• (IN) R. SECTIONS1 ( TYP ) FOR v1.5% SEE STD PLAN 10.S 1. SX MIN. SEE STD PLAN 101 r 4`\\ f GROOMED FINISH OR MATCH E)(iST1NG e 4' M/IDE, SMOOTH Go TROWELED PERIMETER FINISHED GRADE t• (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED T CONCRETE CEMENTCONCRETECURB CURBADJACENT TO BUFFER STRIP 0 CURB FOR CURB DETAILS D• SEE STD PLAN 101 r 5, z 1r8'TD 114' NOTES 1. Four feet of the sidewalk width shall be the minimum pedestrian CONTRACTION JOINT • . Al yam. aocessibTe route (aut) free of vertical IN RAG .' andhorizontalobstructions. Gratings, FULL - DEPTH EXPANSION JO NT IN BOTH h1' AccessCovers, Junction Boxes, CURB AND SIDEWALK (SEE STD PLAN mi.1) CableVaults, Pull Boxes and other appurtenances within the sidewalk ` s'F 3W C CONTRACTION JOINT mustbeflushwithsurface, and match grade of the sidewalk. JOINT AND FINISH DETAIL 2. Monolithic Cement Concrete Curb and + Sidewalk is not permitted in new For other referenced NOTES see , construction. When replacement work STD PLAN 104.2, R •• necessitates a Monolithic Cement PREMOLAE ConcreteCurbbuildperWSDOTJOINTFILLERStandardPlanF-30.10-03. Paved surfaces must comply With STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to 6e 4,000 PSI. EXPANSION JOINT fthk SM PLAN - 109 PUBLICWORKSCEMENTCONCRETEPPRQ •ED: DEPARTMENTSIDEWALKTljZ_It]ra#'YA 104/ +7 MFP21005741 Description Conduit Repair Systems, Inc.’s (“CRS”) split wyes are a high-grade, rigid split conduit fitting produced from virgin polyvinyl chloride (PVC). Designed for commercial, industrial, and utility applications, CRS’s PVC split wyes are proven to provide durable and effective performance in underground, encased, and above ground exposed applications. The wyes are an easy-to- use, two-piece fitting that simplifies the process of creating or joining a branch line in a conduit run. The split wyes are used with split couplings to connect the wye to split conduit or standard conduit. CRS’s split wyes are designed for many cable and conduit applications including: · Electric Utilities · Cable, data, and communication lines · Industrial and commercial buildings · Street and Highway underground feeds · Transportation Systems – airports, bridges, subways, and tunnels · Enclosing direct buried cable · OEM applications · Residential electrical applications Material CRS’s split wyes are produced with the following material: YL-700 UL Approved Material (UL File #: E464586) YL-700 is a special purpose, rigid PVC profile extraction compound, which is designed for profile injection molding and applications requiring the following properties: · Weatherability · Impact Strength · Durability · Dimensional Stability · Flame Retardant · Chemical Resistant Codes and Standards Compliance CRS’s split wyes have been independently tested by Intertek and certified to UL 651* and are approved for use in electrical applications in accordance with the National Electrical Code. The listed products are identified with the ETL Listed Mark. Additionally, the split wyes are manufactured in accordance with NEMA TC-2. Please visit www.intertek.com for detailed ETL Listing information. *The ETL Listing does not apply to CRS’s 1” schedule 40 and 4” c-duct products. Important Information Use of CRS’s split conduit products should be done in accordance with the product’s installation instructions. All safety guidelines in the National Electrical Code related to the installation of schedule 40 and schedule 80 conduit shall be strictly followed. We believe the information contained in this specifications sheet to be reliable and accurate to the best of our knowledge, but we cannot warranty for process and applications beyond our control. Split Wyes – Specifications and Features MFP21005741 channell.com TECHNICAL SPECIFICATIONS channell.com TECHNICAL SPECIFICATIONSBULK 4 Series MADE IN USA UNITED STATES 800.423.1863 CANADA 905.565.1700 EUROPE, MIDDLE EAST, AFRICA 44.1322.312590 www.channell.com AUSTRALIA, ASIA, PACIFIC RIM 61.2.8884.4111 TECHNICAL SPECIFICATIONS Now with ™ Covers Grade Level Box BULK FEATURES • Upgradeable • Lightweight/Strong (TIER 22) • Patented Anti-Slip Technology • Anti-Seize Bolt Technology • Industry Leader in Anti-Trip Hazard Prevention • Superior Fatigue Resistance (EST)™ • Vertical and Horizontal Rib Design • Embedded Vertical Racking • Reduced Installation Cost • Highest Load Rating to Weight Ratio in the Industry TESTING CRITERIA Covers meet or exceed: • EST™ 3 Million Cycles • Telecordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN124 Class B125 Bodies meet or exceed: • Telecordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN 124 Class B125/C250 • ASTM-457 • AASHTO M-306 (H-20/25) • AS3996-Class B/C 24”/610 mm depth BULK 4 Series 36”/914 mm depth 35 1/2" [903] 3" [75] 24"[610] 28 3/4" [731] 40 3/8" [1026] 36"[914] BODY SPECIFICATIONS Cover Weight 50 lbs [23 kg] Pit Weight 82 lbs [37 kg] Assembled Weight 132 lbs [60 kg] BULK 4 Vault Body36” [914 mm] Depth Shown Drawing shown with Composite Cover ADDITIONAL BODY DEPTHS 32 lbs [14 kg] 40 lbs [18 kg] 55 lbs [25 kg] 71 lbs [32 kg] BODY DESIGN Straight wall design improves lid load strength. Flush mounted racks enhance sidewall and vertical strength of pit while increasing usable space. Ribbed sidewall design secures body into backfill soil and eliminates sidewall deflection. HDPE bodies provide easy field alteration while eliminating water absorption and material degradation while maintaining structural integrity, and eliminating toxic fiberglass dust.(3 HOLE DRILL) INSIDE FOLD PANEL 8” Trim off 1/2”BLK4_Spe6pgFIN.indd 1 7/28/16 1:26 PM MFP21005741 TECHNICAL SPECIFICATIONSBULK 4 Series channell.com THE NEW SOLUTION BULK 4 Series HDPE Plastic CoverLight Duty 3,000 lbf (13.5 kN) TECHNICAL SPECIFICATIONS Composite Cover 33,750 lbf (150 kN) Ductile Iron Coverwith Steel Ring56,200 lbf (250 kN) SUPER BULK Vault Body 60,000 lbf (267 kN) 1 body 3 covers Composite RingOptional Anti-Slip Tread Design Anti-Trip Cover Recessed Lifting Pin with Cover Non-Seizing Bolt System Allows Field Replacement Flush Mounted Sidewall Racks Increase Usable Space Mounting Studs Logo Puck (Custom Options Available)Winterized Cable Drop Slide STANDARD FEATURES Design and specifications may vary. PRODUCT SUMMARY SPECIFICATION PROOF LOAD PRODUCTS AMERICAS STANDARDS Pedestrian/Light Duty 3,000 lbf (13.5 kN) ANSI/SCTE 77 TIER 15 22,500 lbf (100 kN) ANSI/SCTE 77 TIER 22 33,750 lbf (150 kN) AASHTO M-306-10 H 20 40,000 lbf (178 kN) AASHTO M-306-10 H 25 50,000 lbf (222.4 kN) ASTM-457 46,000 lbf (205 kN) EMEA STANDARDS Pedestrian/Light Duty 2,250 lbf (10 kN) EN 124 Class B125 28,100 lbf (125 kN) EN 125 Class C125 56,200 lbf (250 kN) APAC STANDARDS Pedestrian/Light Duty 3,370 lbf (15 kN) AS3996-Class B 18,000 lbf (80 kN) AS3996-Class C 33,750 lbf (150 kN) SUPER SUPER SUPER SUPER With over 90 years experience in global (OSP) infrastructure, Channell has developed the most advanced pit and chamber technology in the world! Channell’s BULK and SHIELD patented designs with the complement of SUPER BULK for roadway applications offer global users, consumer, and craft installers safety benefits never before contemplated, but critical when considering new global health and safety standards. BULK’s lightweight design increases installation efficiencies while improving overall body weight carrying load capacities versus concrete, polymer concrete, and many other body materials. Reduction of BULK’s body weight protects the safety of installers while shortening installation times. Additionally, with BULK bodies, cutting ducts in the field produces no harmful dust contaminants which could lead to installer respiratory issues. All SHIELD covers meet or exceed 33,750 pound-force or 150 kilonewtons in strength. They never break and offer a lid weight reduction over concrete and polymer concrete of 50%, and over 70% when compared to cast iron. SHIELD’s lighter weight design cover reduces craft injuries while improving health and safety specifications. Consumers also benefit from SHIELD’s patented anti-slip design and anti-trip features. SHIELD’s cover tread design raises global industry standards by offering 20% greater slip resistance when compared to concrete, polymer concrete, steel or cast iron covers. SHIELD meets and exceeds Australia AS4586 skid specification, the highest global standard in the world! Overall, BULK’s strength in combination with Channell’s SHIELD covers offers a universal solution to meet and exceed every company’s needs. Safety always comes first, and that’s why BULK and SHIELD are tested to the highest standards available in the global market and Channell is proud to have pioneered Endurance Stress Testing (EST™) which analyzes cover fatigue in the field. EST™ provides essential data on the life expectancy of a SHIELD lid in the field and confirms its potential life expectancy. Product design, product innovation, safety attributes, and new manufacturing technology is why global customers are specifying Channell’s BULK and SHIELD products for their new OSP infrastructure requirements. Swing-Arm with ButterflyMounting PlateMarker Locator Device Cable Hook BracketL-Bolt Security System (SHIELD Cover Shown)Step Bracketwith Wedge OPTIONAL FEATURES BLK4_Spe6pgFIN.indd 2 7/28/16 1:26 PM MFP21005741 TECHNICAL SPECIFICATIONSBULK 4 Series channell.com THE NEW SOLUTION BULK 4 Series HDPE Plastic CoverLight Duty 3,000 lbf (13.5 kN) TECHNICAL SPECIFICATIONS Composite Cover 33,750 lbf (150 kN) Ductile Iron Coverwith Steel Ring56,200 lbf (250 kN) SUPER BULK Vault Body 60,000 lbf (267 kN) 1 body 3 covers Composite RingOptional Anti-Slip Tread Design Anti-Trip Cover Recessed Lifting Pin with Cover Non-Seizing Bolt System Allows Field Replacement Flush Mounted Sidewall Racks Increase Usable Space Mounting Studs Logo Puck (Custom Options Available)Winterized Cable Drop Slide STANDARD FEATURES Design and specifications may vary. PRODUCT SUMMARY SPECIFICATION PROOF LOAD PRODUCTS AMERICAS STANDARDS Pedestrian/Light Duty 3,000 lbf (13.5 kN) ANSI/SCTE 77 TIER 15 22,500 lbf (100 kN) ANSI/SCTE 77 TIER 22 33,750 lbf (150 kN) AASHTO M-306-10 H 20 40,000 lbf (178 kN) AASHTO M-306-10 H 25 50,000 lbf (222.4 kN) ASTM-457 46,000 lbf (205 kN) EMEA STANDARDS Pedestrian/Light Duty 2,250 lbf (10 kN) EN 124 Class B125 28,100 lbf (125 kN) EN 125 Class C125 56,200 lbf (250 kN) APAC STANDARDS Pedestrian/Light Duty 3,370 lbf (15 kN) AS3996-Class B 18,000 lbf (80 kN) AS3996-Class C 33,750 lbf (150 kN) SUPER SUPER SUPER SUPER With over 90 years experience in global (OSP) infrastructure, Channell has developed the most advanced pit and chamber technology in the world! Channell’s BULK and SHIELD patented designs with the complement of SUPER BULK for roadway applications offer global users, consumer, and craft installers safety benefits never before contemplated, but critical when considering new global health and safety standards. BULK’s lightweight design increases installation efficiencies while improving overall body weight carrying load capacities versus concrete, polymer concrete, and many other body materials. Reduction of BULK’s body weight protects the safety of installers while shortening installation times. Additionally, with BULK bodies, cutting ducts in the field produces no harmful dust contaminants which could lead to installer respiratory issues. All SHIELD covers meet or exceed 33,750 pound-force or 150 kilonewtons in strength. They never break and offer a lid weight reduction over concrete and polymer concrete of 50%, and over 70% when compared to cast iron. SHIELD’s lighter weight design cover reduces craft injuries while improving health and safety specifications. Consumers also benefit from SHIELD’s patented anti-slip design and anti-trip features. SHIELD’s cover tread design raises global industry standards by offering 20% greater slip resistance when compared to concrete, polymer concrete, steel or cast iron covers. SHIELD meets and exceeds Australia AS4586 skid specification, the highest global standard in the world! Overall, BULK’s strength in combination with Channell’s SHIELD covers offers a universal solution to meet and exceed every company’s needs. Safety always comes first, and that’s why BULK and SHIELD are tested to the highest standards available in the global market and Channell is proud to have pioneered Endurance Stress Testing (EST™) which analyzes cover fatigue in the field. EST™ provides essential data on the life expectancy of a SHIELD lid in the field and confirms its potential life expectancy. Product design, product innovation, safety attributes, and new manufacturing technology is why global customers are specifying Channell’s BULK and SHIELD products for their new OSP infrastructure requirements. Swing-Arm with ButterflyMounting PlateMarker Locator Device Cable Hook BracketL-Bolt Security System (SHIELD Cover Shown)Step Bracketwith Wedge OPTIONAL FEATURES BLK4_Spe6pgFIN.indd 2 7/28/16 1:26 PM MFP21005741 TECHNICAL SPECIFICATIONSBULK 4 Series channell.com THE NEW SOLUTION BULK 4 Series HDPE Plastic CoverLight Duty 3,000 lbf (13.5 kN) TECHNICAL SPECIFICATIONS Composite Cover 33,750 lbf (150 kN) Ductile Iron Coverwith Steel Ring56,200 lbf (250 kN) SUPER BULK Vault Body 60,000 lbf (267 kN) 1 body 3 covers Composite RingOptional Anti-Slip Tread Design Anti-Trip Cover Recessed Lifting Pin with Cover Non-Seizing Bolt System Allows Field Replacement Flush Mounted Sidewall Racks Increase Usable Space Mounting Studs Logo Puck (Custom Options Available)Winterized Cable Drop Slide STANDARD FEATURES Design and specifications may vary. PRODUCT SUMMARY SPECIFICATION PROOF LOAD PRODUCTS AMERICAS STANDARDS Pedestrian/Light Duty 3,000 lbf (13.5 kN) ANSI/SCTE 77 TIER 15 22,500 lbf (100 kN) ANSI/SCTE 77 TIER 22 33,750 lbf (150 kN) AASHTO M-306-10 H 20 40,000 lbf (178 kN) AASHTO M-306-10 H 25 50,000 lbf (222.4 kN) ASTM-457 46,000 lbf (205 kN) EMEA STANDARDS Pedestrian/Light Duty 2,250 lbf (10 kN) EN 124 Class B125 28,100 lbf (125 kN) EN 125 Class C125 56,200 lbf (250 kN) APAC STANDARDS Pedestrian/Light Duty 3,370 lbf (15 kN) AS3996-Class B 18,000 lbf (80 kN) AS3996-Class C 33,750 lbf (150 kN) SUPER SUPER SUPER SUPER With over 90 years experience in global (OSP) infrastructure, Channell has developed the most advanced pit and chamber technology in the world! Channell’s BULK and SHIELD patented designs with the complement of SUPER BULK for roadway applications offer global users, consumer, and craft installers safety benefits never before contemplated, but critical when considering new global health and safety standards. BULK’s lightweight design increases installation efficiencies while improving overall body weight carrying load capacities versus concrete, polymer concrete, and many other body materials. Reduction of BULK’s body weight protects the safety of installers while shortening installation times. Additionally, with BULK bodies, cutting ducts in the field produces no harmful dust contaminants which could lead to installer respiratory issues. All SHIELD covers meet or exceed 33,750 pound-force or 150 kilonewtons in strength. They never break and offer a lid weight reduction over concrete and polymer concrete of 50%, and over 70% when compared to cast iron. SHIELD’s lighter weight design cover reduces craft injuries while improving health and safety specifications. Consumers also benefit from SHIELD’s patented anti-slip design and anti-trip features. SHIELD’s cover tread design raises global industry standards by offering 20% greater slip resistance when compared to concrete, polymer concrete, steel or cast iron covers. SHIELD meets and exceeds Australia AS4586 skid specification, the highest global standard in the world! Overall, BULK’s strength in combination with Channell’s SHIELD covers offers a universal solution to meet and exceed every company’s needs. Safety always comes first, and that’s why BULK and SHIELD are tested to the highest standards available in the global market and Channell is proud to have pioneered Endurance Stress Testing (EST™) which analyzes cover fatigue in the field. EST™ provides essential data on the life expectancy of a SHIELD lid in the field and confirms its potential life expectancy. Product design, product innovation, safety attributes, and new manufacturing technology is why global customers are specifying Channell’s BULK and SHIELD products for their new OSP infrastructure requirements. Swing-Arm with ButterflyMounting PlateMarker Locator Device Cable Hook BracketL-Bolt Security System (SHIELD Cover Shown)Step Bracketwith Wedge OPTIONAL FEATURES BLK4_Spe6pgFIN.indd 2 7/28/16 1:26 PM MFP21005741 channell.com TECHNICAL SPECIFICATIONS channell.com TECHNICAL SPECIFICATIONSBULK 4 Series MADE IN USA UNITED STATES 800.423.1863 CANADA 905.565.1700 EUROPE, MIDDLE EAST, AFRICA 44.1322.312590 www.channell.com AUSTRALIA, ASIA, PACIFIC RIM 61.2.8884.4111 TECHNICAL SPECIFICATIONS Now with ™ Covers Grade Level Box BULK FEATURES • Upgradeable • Lightweight/Strong (TIER 22) • Patented Anti-Slip Technology • Anti-Seize Bolt Technology • Industry Leader in Anti-Trip Hazard Prevention • Superior Fatigue Resistance (EST)™ • Vertical and Horizontal Rib Design • Embedded Vertical Racking • Reduced Installation Cost • Highest Load Rating to Weight Ratio in the Industry TESTING CRITERIA Covers meet or exceed: • EST™ 3 Million Cycles • Telecordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN124 Class B125 Bodies meet or exceed: • Telecordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN 124 Class B125/C250 • ASTM-457 • AASHTO M-306 (H-20/25) • AS3996-Class B/C 24”/610 mm depth BULK 4 Series 36”/914 mm depth 35 1/2" [903] 3" [75] 24"[610] 28 3/4" [731] 40 3/8" [1026] 36"[914] BODY SPECIFICATIONS Cover Weight 50 lbs [23 kg] Pit Weight 82 lbs [37 kg] Assembled Weight 132 lbs [60 kg] BULK 4 Vault Body36” [914 mm] Depth Shown Drawing shown with Composite Cover ADDITIONAL BODY DEPTHS 32 lbs [14 kg] 40 lbs [18 kg] 55 lbs [25 kg] 71 lbs [32 kg] BODY DESIGN Straight wall design improves lid load strength. Flush mounted racks enhance sidewall and vertical strength of pit while increasing usable space. Ribbed sidewall design secures body into backfill soil and eliminates sidewall deflection. HDPE bodies provide easy field alteration while eliminating water absorption and material degradation while maintaining structural integrity, and eliminating toxic fiberglass dust.(3 HOLE DRILL) INSIDE FOLD PANEL 8” Trim off 1/2”BLK4_Spe6pgFIN.indd 1 7/28/16 1:26 PM MFP21005741 channell.com TECHNICAL SPECIFICATIONS channell.com TECHNICAL SPECIFICATIONSBULK 4 Series MADE IN USA UNITED STATES 800.423.1863 CANADA 905.565.1700 EUROPE, MIDDLE EAST, AFRICA 44.1322.312590 www.channell.com AUSTRALIA, ASIA, PACIFIC RIM 61.2.8884.4111 TECHNICAL SPECIFICATIONS Now with ™ Covers Grade Level Box BULK FEATURES • Upgradeable • Lightweight/Strong (TIER 22) • Patented Anti-Slip Technology • Anti-Seize Bolt Technology • Industry Leader in Anti-Trip Hazard Prevention • Superior Fatigue Resistance (EST)™ • Vertical and Horizontal Rib Design • Embedded Vertical Racking • Reduced Installation Cost • Highest Load Rating to Weight Ratio in the Industry TESTING CRITERIA Covers meet or exceed: • EST™ 3 Million Cycles • Telecordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN124 Class B125 Bodies meet or exceed: • Telecordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN 124 Class B125/C250 • ASTM-457 • AASHTO M-306 (H-20/25) • AS3996-Class B/C 24”/610 mm depth BULK 4 Series 36”/914 mm depth 35 1/2" [903] 3" [75] 24"[610] 28 3/4" [731] 40 3/8" [1026] 36"[914] BODY SPECIFICATIONS Cover Weight 50 lbs [23 kg] Pit Weight 82 lbs [37 kg] Assembled Weight 132 lbs [60 kg] BULK 4 Vault Body36” [914 mm] Depth Shown Drawing shown with Composite Cover ADDITIONAL BODY DEPTHS 32 lbs [14 kg] 40 lbs [18 kg] 55 lbs [25 kg] 71 lbs [32 kg] BODY DESIGN Straight wall design improves lid load strength. Flush mounted racks enhance sidewall and vertical strength of pit while increasing usable space. Ribbed sidewall design secures body into backfill soil and eliminates sidewall deflection. HDPE bodies provide easy field alteration while eliminating water absorption and material degradation while maintaining structural integrity, and eliminating toxic fiberglass dust.(3 HOLE DRILL) INSIDE FOLD PANEL 8” Trim off 1/2”BLK4_Spe6pgFIN.indd 1 7/28/16 1:26 PM MFP21005741 channell.com TECHNICAL SPECIFICATIONS channell.com TECHNICAL SPECIFICATIONSBULK 8 Series MADE IN USA UNITED STATES 800.423.1863 CANADA 905.565.1700 EUROPE, MIDDLE EAST, AFRICA 44.1322.312590 www.channell.com AUSTRALIA, ASIA, PACIFIC RIM 61.2.8884.4111 TECHNICAL SPECIFICATIONS Now with ™ Covers FEATURES • Upgradeable • Lightweight/Strong (TIER 22) • Patented Anti-Slip Technology • Anti-Seize Bolt Technology • Industry Leader in Anti-Trip Hazard Prevention • Superior Fatigue Resistance (EST)™ • Vertical and Horizontal Rib Design • Embedded Vertical Racking • Reduced Installation Cost • Highest Load Rating to Weight Ratio in the Industry TESTING CRITERIA Covers meet or exceed: • EST™ 3 Million Cycles • Telcordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN124 Class A15/B125 Bodies meet or exceed: • Telcordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN124 Class A15/B125/C250 • ASTM-457 • AASHTO M-306 (H-20/25) • AS3996-Class B/C BODY DESIGN Straight wall design improves lid load strength. Flush mounted racks enhance sidewall and vertical strength of pit while increasing usable space. Stainless steel tube is constructed into sidewall of pit to prevent sidewall deflection on BULK bodies 18” (457 mm) and deeper. BULK 8 Series BODY SPECIFICATIONS Cover Weight (Split 1/2 Cover) 76 lbs [34 kg] Pit Weight 274 lbs [124kg] Assembled Weight 426 lbs [193 kg] BULK 8 Vault Body48” [1219 mm] Depth Shown Drawing shown with Composite Cover ADDITIONAL BODY DEPTHS Ribbed sidewall design secures body into backfill soil and eliminates sidewall deflection. HDPE bodies provide easy field alteration while eliminating water absorption and material degradation while maintaining structural integrity, and eliminating toxic fiberglass dust. A Crossbar Support B Standard flush mounted sidewall racks AB B 36" [914] 36"[913] 75 1/4"[1910] 3"[75] 37 1/2"[954] 48"[1215] 81 1/4"[2065] 41 3/4"[1061] 1881.717mm74.08in 24"[605] 380 lbs [172kg] 293 lbs [133 kg] 36”/914 mm depth(3 HOLE DRILL) INSIDE FOLD PANEL 8” Trim off 1/2”©2019 Channell Commercial Corporation. All rights reserved. Updated 9.15.19 ® 8Grade Level Box BULK Series MFP21005741 TECHNICAL SPECIFICATIONSBULK 8 Series channell.com THE NEW SOLUTION BULK 8 Series TECHNICAL SPECIFICATIONS BULK Vault Body60,000 lbf (267 kN) Anti-Slip Tread Design Anti-Trip Cover Recessed Lifting Pin with Cover Non-Seizing Bolt System Allows Field Replacement Flush Mounted Sidewall Racks Increase Usable Space STANDARD FEATURES Design and specifications may vary. PRODUCT SUMMARY SPECIFICATION PROOF LOAD PRODUCTS AMERICAS STANDARDS ANSI/SCTE 77 TIER 22 33,750 lbf (150 kN) EMEA STANDARDS Pedestrian/Light Duty 2,250 lbf (10 kN) EN 124 Class B125 28,100 lbf (125 kN) APAC STANDARDS Pedestrian/Light Duty 3,370 lbf (15 kN) AS3996-Class B 18,000 lbf (80 kN) AS3996-Class C 33,750 lbf (150 kN) With over 90 years experience in global (OSP) infrastructure, Channell has developed the most advanced pit and chamber technology in the world! Channell’s BULK and SHIELD patented designs with the complement of SUPER BULK for roadway applications offer global users, consumer, and craft installers safety benefits never before contemplated, but critical when considering new global health and safety standards. BULK’s lightweight design increases installation efficiencies while improving overall body weight carrying load capacities versus concrete, polymer concrete, and many other body materials. Reduction of BULK’s body weight protects the safety of installers while shortening installation times. Additionally, with BULK bodies, cutting ducts in the field produces no harmful dust contaminants which could lead to installer respiratory issues. All SHIELD covers meet or exceed 33,750 pound-force or 150 kilonewtons in strength. They never break and offer a lid weight reduction over concrete and polymer concrete of 50%, and over 70% when compared to cast iron. SHIELD’s lighter weight design cover reduces craft injuries while improving health and safety specifications. Consumers also benefit from SHIELD’s patented anti-slip design and anti-trip features. SHIELD’s cover tread design raises global industry standards by offering 20% greater slip resistance when compared to concrete, polymer concrete, steel or cast iron covers. SHIELD meets and exceeds Australia AS4586 skid specification, the highest global standard in the world! Overall, BULK’s strength in combination with Channell’s SHIELD covers offers a universal solution to meet and exceed every company’s needs. Safety always comes first, and that’s why BULK and SHIELD are tested to the highest standards available in the global market and Channell is proud to have pioneered Endurance Stress Testing (EST™) which analyzes cover fatigue in the field. EST™ provides essential data on the life expectancy of a SHIELD lid in the field and confirms its potential life expectancy. Product design, product innovation, safety attributes, and new manufacturing technology is why global customers are specifying Channell’s BULK and SHIELD products for their new OSP infrastructure requirements. Mounting Studs 4 Lifting Points 8 Multiple Conduit Points at Each End Logo Puck (Custom Options Available) Swing-Arm with ButterflyMounting PlateMarker Locator Device Cable Hook BracketL-Bolt Security System (SHIELD Cover Shown)Step Bracketwith Wedge OPTIONAL FEATURES ® Composite Cover 33,750 lbf (150kN) MFP21005741 TECHNICAL SPECIFICATIONSBULK 8 Series channell.com THE NEW SOLUTION BULK 8 Series TECHNICAL SPECIFICATIONS BULK Vault Body60,000 lbf (267 kN) Anti-Slip Tread Design Anti-Trip Cover Recessed Lifting Pin with Cover Non-Seizing Bolt System Allows Field Replacement Flush Mounted Sidewall Racks Increase Usable Space STANDARD FEATURES Design and specifications may vary. PRODUCT SUMMARY SPECIFICATION PROOF LOAD PRODUCTS AMERICAS STANDARDS ANSI/SCTE 77 TIER 22 33,750 lbf (150 kN) EMEA STANDARDS Pedestrian/Light Duty 2,250 lbf (10 kN) EN 124 Class B125 28,100 lbf (125 kN) APAC STANDARDS Pedestrian/Light Duty 3,370 lbf (15 kN) AS3996-Class B 18,000 lbf (80 kN) AS3996-Class C 33,750 lbf (150 kN) With over 90 years experience in global (OSP) infrastructure, Channell has developed the most advanced pit and chamber technology in the world! Channell’s BULK and SHIELD patented designs with the complement of SUPER BULK for roadway applications offer global users, consumer, and craft installers safety benefits never before contemplated, but critical when considering new global health and safety standards. BULK’s lightweight design increases installation efficiencies while improving overall body weight carrying load capacities versus concrete, polymer concrete, and many other body materials. Reduction of BULK’s body weight protects the safety of installers while shortening installation times. Additionally, with BULK bodies, cutting ducts in the field produces no harmful dust contaminants which could lead to installer respiratory issues. All SHIELD covers meet or exceed 33,750 pound-force or 150 kilonewtons in strength. They never break and offer a lid weight reduction over concrete and polymer concrete of 50%, and over 70% when compared to cast iron. SHIELD’s lighter weight design cover reduces craft injuries while improving health and safety specifications. Consumers also benefit from SHIELD’s patented anti-slip design and anti-trip features. SHIELD’s cover tread design raises global industry standards by offering 20% greater slip resistance when compared to concrete, polymer concrete, steel or cast iron covers. SHIELD meets and exceeds Australia AS4586 skid specification, the highest global standard in the world! Overall, BULK’s strength in combination with Channell’s SHIELD covers offers a universal solution to meet and exceed every company’s needs. Safety always comes first, and that’s why BULK and SHIELD are tested to the highest standards available in the global market and Channell is proud to have pioneered Endurance Stress Testing (EST™) which analyzes cover fatigue in the field. EST™ provides essential data on the life expectancy of a SHIELD lid in the field and confirms its potential life expectancy. Product design, product innovation, safety attributes, and new manufacturing technology is why global customers are specifying Channell’s BULK and SHIELD products for their new OSP infrastructure requirements. Mounting Studs 4 Lifting Points 8 Multiple Conduit Points at Each End Logo Puck (Custom Options Available) Swing-Arm with ButterflyMounting PlateMarker Locator Device Cable Hook BracketL-Bolt Security System (SHIELD Cover Shown)Step Bracketwith Wedge OPTIONAL FEATURES ® Composite Cover 33,750 lbf (150kN) MFP21005741 TECHNICAL SPECIFICATIONSBULK 8 Series channell.com THE NEW SOLUTION BULK 8 Series TECHNICAL SPECIFICATIONS BULK Vault Body60,000 lbf (267 kN) Anti-Slip Tread Design Anti-Trip Cover Recessed Lifting Pin with Cover Non-Seizing Bolt System Allows Field Replacement Flush Mounted Sidewall Racks Increase Usable Space STANDARD FEATURES Design and specifications may vary. PRODUCT SUMMARY SPECIFICATION PROOF LOAD PRODUCTS AMERICAS STANDARDS ANSI/SCTE 77 TIER 22 33,750 lbf (150 kN) EMEA STANDARDS Pedestrian/Light Duty 2,250 lbf (10 kN) EN 124 Class B125 28,100 lbf (125 kN) APAC STANDARDS Pedestrian/Light Duty 3,370 lbf (15 kN) AS3996-Class B 18,000 lbf (80 kN) AS3996-Class C 33,750 lbf (150 kN) With over 90 years experience in global (OSP) infrastructure, Channell has developed the most advanced pit and chamber technology in the world! Channell’s BULK and SHIELD patented designs with the complement of SUPER BULK for roadway applications offer global users, consumer, and craft installers safety benefits never before contemplated, but critical when considering new global health and safety standards. BULK’s lightweight design increases installation efficiencies while improving overall body weight carrying load capacities versus concrete, polymer concrete, and many other body materials. Reduction of BULK’s body weight protects the safety of installers while shortening installation times. Additionally, with BULK bodies, cutting ducts in the field produces no harmful dust contaminants which could lead to installer respiratory issues. All SHIELD covers meet or exceed 33,750 pound-force or 150 kilonewtons in strength. They never break and offer a lid weight reduction over concrete and polymer concrete of 50%, and over 70% when compared to cast iron. SHIELD’s lighter weight design cover reduces craft injuries while improving health and safety specifications. Consumers also benefit from SHIELD’s patented anti-slip design and anti-trip features. SHIELD’s cover tread design raises global industry standards by offering 20% greater slip resistance when compared to concrete, polymer concrete, steel or cast iron covers. SHIELD meets and exceeds Australia AS4586 skid specification, the highest global standard in the world! Overall, BULK’s strength in combination with Channell’s SHIELD covers offers a universal solution to meet and exceed every company’s needs. Safety always comes first, and that’s why BULK and SHIELD are tested to the highest standards available in the global market and Channell is proud to have pioneered Endurance Stress Testing (EST™) which analyzes cover fatigue in the field. EST™ provides essential data on the life expectancy of a SHIELD lid in the field and confirms its potential life expectancy. Product design, product innovation, safety attributes, and new manufacturing technology is why global customers are specifying Channell’s BULK and SHIELD products for their new OSP infrastructure requirements. Mounting Studs 4 Lifting Points 8 Multiple Conduit Points at Each End Logo Puck (Custom Options Available) Swing-Arm with ButterflyMounting PlateMarker Locator Device Cable Hook BracketL-Bolt Security System (SHIELD Cover Shown)Step Bracketwith Wedge OPTIONAL FEATURES ® Composite Cover 33,750 lbf (150kN) MFP21005741 channell.com TECHNICAL SPECIFICATIONS channell.com TECHNICAL SPECIFICATIONSBULK 8 Series MADE IN USA UNITED STATES 800.423.1863 CANADA 905.565.1700 EUROPE, MIDDLE EAST, AFRICA 44.1322.312590 www.channell.com AUSTRALIA, ASIA, PACIFIC RIM 61.2.8884.4111 TECHNICAL SPECIFICATIONS Now with ™ Covers FEATURES • Upgradeable • Lightweight/Strong (TIER 22) • Patented Anti-Slip Technology • Anti-Seize Bolt Technology • Industry Leader in Anti-Trip Hazard Prevention • Superior Fatigue Resistance (EST)™ • Vertical and Horizontal Rib Design • Embedded Vertical Racking • Reduced Installation Cost • Highest Load Rating to Weight Ratio in the Industry TESTING CRITERIA Covers meet or exceed: • EST™ 3 Million Cycles • Telcordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN124 Class A15/B125 Bodies meet or exceed: • Telcordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN124 Class A15/B125/C250 • ASTM-457 • AASHTO M-306 (H-20/25) • AS3996-Class B/C BODY DESIGN Straight wall design improves lid load strength. Flush mounted racks enhance sidewall and vertical strength of pit while increasing usable space. Stainless steel tube is constructed into sidewall of pit to prevent sidewall deflection on BULK bodies 18” (457 mm) and deeper. BULK 8 Series BODY SPECIFICATIONS Cover Weight (Split 1/2 Cover) 76 lbs [34 kg] Pit Weight 274 lbs [124kg] Assembled Weight 426 lbs [193 kg] BULK 8 Vault Body48” [1219 mm] Depth Shown Drawing shown with Composite Cover ADDITIONAL BODY DEPTHS Ribbed sidewall design secures body into backfill soil and eliminates sidewall deflection. HDPE bodies provide easy field alteration while eliminating water absorption and material degradation while maintaining structural integrity, and eliminating toxic fiberglass dust. A Crossbar Support B Standard flush mounted sidewall racks AB B 36" [914] 36"[913] 75 1/4"[1910] 3"[75] 37 1/2"[954] 48"[1215] 81 1/4"[2065] 41 3/4"[1061] 1881.717mm74.08in 24"[605] 380 lbs [172kg] 293 lbs [133 kg] 36”/914 mm depth(3 HOLE DRILL) INSIDE FOLD PANEL 8” Trim off 1/2”©2019 Channell Commercial Corporation. All rights reserved. Updated 9.15.19 ® 8Grade Level Box BULK Series MFP21005741 channell.com TECHNICAL SPECIFICATIONS channell.com TECHNICAL SPECIFICATIONSBULK 8 Series MADE IN USA UNITED STATES 800.423.1863 CANADA 905.565.1700 EUROPE, MIDDLE EAST, AFRICA 44.1322.312590 www.channell.com AUSTRALIA, ASIA, PACIFIC RIM 61.2.8884.4111 TECHNICAL SPECIFICATIONS Now with ™ Covers FEATURES • Upgradeable • Lightweight/Strong (TIER 22) • Patented Anti-Slip Technology • Anti-Seize Bolt Technology • Industry Leader in Anti-Trip Hazard Prevention • Superior Fatigue Resistance (EST)™ • Vertical and Horizontal Rib Design • Embedded Vertical Racking • Reduced Installation Cost • Highest Load Rating to Weight Ratio in the Industry TESTING CRITERIA Covers meet or exceed: • EST™ 3 Million Cycles • Telcordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN124 Class A15/B125 Bodies meet or exceed: • Telcordia GR-902-CORE • Western Underground Committee Guide 3.6 • ANSI/SCTE 77 2013-TIER 22 • EN124 Class A15/B125/C250 • ASTM-457 • AASHTO M-306 (H-20/25) • AS3996-Class B/C BODY DESIGN Straight wall design improves lid load strength. Flush mounted racks enhance sidewall and vertical strength of pit while increasing usable space. Stainless steel tube is constructed into sidewall of pit to prevent sidewall deflection on BULK bodies 18” (457 mm) and deeper. BULK 8 Series BODY SPECIFICATIONS Cover Weight (Split 1/2 Cover) 76 lbs [34 kg] Pit Weight 274 lbs [124kg] Assembled Weight 426 lbs [193 kg] BULK 8 Vault Body48” [1219 mm] Depth Shown Drawing shown with Composite Cover ADDITIONAL BODY DEPTHS Ribbed sidewall design secures body into backfill soil and eliminates sidewall deflection. HDPE bodies provide easy field alteration while eliminating water absorption and material degradation while maintaining structural integrity, and eliminating toxic fiberglass dust. A Crossbar Support B Standard flush mounted sidewall racks AB B 36" [914] 36"[913] 75 1/4"[1910] 3"[75] 37 1/2"[954] 48"[1215] 81 1/4"[2065] 41 3/4"[1061] 1881.717mm74.08in 24"[605] 380 lbs [172kg] 293 lbs [133 kg] 36”/914 mm depth(3 HOLE DRILL) INSIDE FOLD PANEL 8” Trim off 1/2”©2019 Channell Commercial Corporation. All rights reserved. Updated 9.15.19 ® 8Grade Level Box BULK Series MFP21005741