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Home My WebLink AboutMFP21005028.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21005028 IVR Number: 21005028 Permit Information Permit Name: North Renton COR Node 290 Seg 10 Address/Location:10/14/2021Application Date:0886600040Parcel Number: 955 PARK AVE N Permit Type:10/25/2021Issue Date:Franchise Permit Work Class:10/25/2022Expiration Date:Minor Utility Job Number: Node 290 seg 10Franchise Type:Telephone Description: CORE WEST WALL OF CTL VAULT TO BREAK OUT. OPEN TRENCH WEST TO SIDEWALK AND PLACE (1) 2436 HH. INSTALL NEW SPLICE CASE AND COIL SLACK FOR FUTURE CONNECTION TO SMALL CELL. Contacts Name Address PhoneTypeBilling Michael Karalus Waeco 18543 Cascade View Dr SE Monroe, WA 98272 ApplicantX Rachel Fenton Extenet Systems LLC 3030 Warrenville Rd Lisle, IL 60532 Applicant 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 CPT THE LANDING LLC 2425 E CAMELBACK RD #750 PHOENIX , AZ 85016 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 955 Park Ave N Core existing CTL vault in south bound travel lane and trench west (425)408-2595 michael.karalus@waecoeng.com North Renton_Node 290_Seg 10 X Waeco Construction LLC (360)794-7785 WAECOCL930LF 37230 10/14/21 to set new HH in sidewalk. Place (1)-4" conduit and pull fiber through. X XX X 11 MFP21005028 Scott Warlick CED 10/25/2021 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 290_Seg 10 955 Park Ave N Core existing CTL vault in south bound travel lane and trench west to set new HH in sidewalk. Place (1)-4" conduit and pull fiber through. MFP21005028 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 10/25/2021 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 10/14/2021 Page 1 of 1 North Renton Node 290 Seg 10 Overview Map MFP21005028 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: TRAFFIC CONTROL PLAN NCHANNELIZATION 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 1 TCP COMPLETED: OCTOBER 1, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT:DAVID MENDOZA951.400.9673DMENDOZA@EXTENETSYSTEMS.COMJOB NUMBER: COR NODE 290 - SEG 10JOB ADDRESS: 955 PARK AVE NDESCRIPTION: OPEN TRENCH, INSTALL NEWSPLICE CASE PARK AVE N N 10TH ST N 8TH ST 11' 11' 12' 11' 11' 11' 11' 11' 11' ROADWORK AHEAD W20 - 1W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W20-5R W4 - 2W4-2R X*X*X* SPEEDLIMIT35 R2 - 35 30 WORK AREA ARROWBOARD R7-T39 NO PARKR7 - T39R7 - T3936" x 24" MFP21005028 ADDRESS: 955 PARK AVE N, RENTON, WA 98057PROJECT NAME: COR_NODE290-SEG10SITE 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 - RESTORATION TYPICALS8 - UNDERGROUND TYPICALSSCOPE OF WORK:CORE WEST WALL OF CTL VAULT TO BREAKOUT. OPEN TRENCH WEST TO SIDEWALK ANDPLACE (1) 2436 HH. INSTALL NEW SPLICECASE TO SPLICE (1) 48CT FIBER TAIL ANDCOIL SLACK FOR FUTURE CONNECTION TOSMALL CELL.VICINITY MAPCOVER SHEET1ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_290_SEG10\CAD FILES\COR NODE 290_SEG10_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----955 PARK AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/28/21TECHENGCSJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8SHEET 4MFP21005028 #F#F#FPX LEGEND#2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_290_SEG10\CAD FILES\COR NODE 290_SEG10_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----955 PARK AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/28/21TECHENGCSJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8MFP21005028 GENERAL NOTES(1)All design and construction shall be in accordance with permit conditions, the King County Code (KCC),Road Standards (KCRS), Washington State DOT (WSDOT) Standard Specifications and the conditions ofpreliminary approval. It shall be the sole responsibility of the applicant and the professional civil engineer tocorrect any error, omission, or variation from the above requirements found in these plans. All correctionsshall be at no additional cost or liability to King County.(2)The design elements within these plans have been reviewed according to the King County Department ofDevelopment and Environmental Services (DDES) Engineering Review checklist. Some elements mayhave been overlooked or missed by the DDES plan reviewer. Any variance from adopted standards is notallowed unless specifically approved by King County prior to construction.(3)Approval of this road, grading, parking and drainage plan does not constitute an approval of any otherconstruction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.)(4)Before any construction or development activity, a preconstruction meeting must be held between theDDES's Land Use Inspection Section, the Applicant, and the Applicant's Construction Representative.(5)A copy of these approved plans must be on the job site whenever construction is in progress.(6)Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and10 a.m. to 5 p.m. on Sunday, unless otherwise approved with a written decision by the Reviewing Agency.(7)It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary beforeinitiating off-site work. Easements require review and approval prior to construction.(8)Franchised utilities or other installations that are not shown on these approved plans shall not beconstructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted tothe DDES's Land Use Inspection Section three days prior to construction.(9)Datum shall be KCAS unless otherwise approved by DDES.(10)Dewatering system (underdrain) construction shall be within a right-of-way or appropriate drainageeasement, but not underneath the roadway section. All underdrain systems must be constructed inaccordance with WSDOT Standard Specifications.(11)All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standardproctor.(12)Open cutting of existing roadways for non-franchised utility or storm work is not allowed unless specificallyapproved by DDES and noted on these approved plans. Any open cut shall be restored in accordance withKCRS.(13)The Contractor shall be responsible for providing adequate safeguards, safety devices, protectiveequipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and toprotect property in connection with the performance of work covered by the contractor. Any work within thetraveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane oftraffic affected. Manual on Uniform Traffic Control Devices (MUTCD) shall apply. Work in right-of-way isnot authorized until a traffic control plan is approved by King County.3ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_290_SEG10\CAD FILES\COR NODE 290_SEG10_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----955 PARK AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/28/21TECHENGCSJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8MFP21005028 PROJECT SHEETCONSTRUCTION NOTES#4ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_290_SEG10\CAD FILES\COR NODE 290_SEG10_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----955 PARK AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/28/21TECHENGCSJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8231NODE NW-WA-WINONASC-00290A1231New vault to beinstalled outside ofthe tree drip lineMFP21005028 RESTORATIONSHEETRESTORATION NOTES#5ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_290_SEG10\CAD FILES\COR NODE 290_SEG10_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----955 PARK AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/28/21TECHENGCSJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8ACB1CABMFP21005028 CONSTRUCTION NOTESSITEPHOTOGRAPHS16ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_290_SEG10\CAD FILES\COR NODE 290_SEG10_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----955 PARK AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/28/21TECHENGCSJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8123NODE NW-WA-WINONASC-00290A231MFP21005028 RESTORATIONTYPICALS7ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_290_SEG10\CAD FILES\COR NODE 290_SEG10_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----955 PARK AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/28/21TECHENGCSJJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF8MFP21005028 UNDERGROUNDTYPICALS8ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_290_SEG10\CAD FILES\COR NODE 290_SEG10_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----955 PARK AVE N,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/28/21TECHENGCSJJP------------------------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 lbsMFP21005028