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HomeMy WebLinkAboutMFP21003596.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP21003596 IVR Number: 21003596 Permit Information Permit Name: ExteNet Systems - Fiber Address/Location:07/28/2021Application Date:0823059165Parcel Number: 801 HOUSER WAY N Permit Type:09/13/2021Issue Date:Franchise Permit Work Class:09/13/2022Expiration Date:Major Utility Job Number: node 301Franchise Type:Telephone Description: ExteNet proposes to build new underground conduit system using open trench and directional boring south along houser way N to feed a future small cell facility. Pothole all existing utilities. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Michael Karalus Waeco 18543 Cascade View Dr SE Monroe, WA 98272 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 Rachel Fenton Extenet Systems LLC 3030 Warrenville Rd Lisle, IL 60532 Specialized Billing X 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 801 Houser Way N, Renton, Wa 98057 Build new underground conduit system using open trench and directional bore, south along Houser Way N to feed future small cell site. Potholing existing (425)327-1986 michael.karalus@waecoeng.com Node_301_Seg_14 X X X X X X utilities along the way. Waeco Construction LLC (360)794-7785 WAECOCL930LF 37230 7/8/21 MFP21003596 Scott Warlick RESTORATION PER CITY OF RENTON STANDARDS 9/13/2021 This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR 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 Node_301_Seg_14 801 Houser Way N, Renton, Wa 98057 Waeco Construction LLC Michael Karalus (425) 408-2595 18543 Cascade View Dr SE Monroe/ WA 98272 Build new underground conduit system using open trench and directional bore, south along Houser Way N to feed future small cell site. Potholing along the way. X X MFP21003596 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 9/13/2021 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 7/9/2021 Page 1 of 1 10' NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX 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 ACCORDNACE 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 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 HOURSPHASE OF WORK: INSTALL 2'X5' VAULT,TRENCH 66' TO PLACE CONDUIT, 3'X5' BOREPIT, PROOF/PULL 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 5 HOURS OF TCP: 8AM-5PM24 HR CONTACT:DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: NODE_301_SEG_14JOB ADDRESS: 801 HOUSER WAY N, RENTON, WA98055DESCRIPTION: PLACE NEW VAULTS, TRENCH,BORE, PROOF/PULL, AND SURFACE RESTORATIONWORK AREA UNIFORMED POLICEOFFICER FLAGGING STATION X* ROADWORK AHEAD W20 - 1X*X* W20-1 ONE LANE ROAD AHEAD W20 - 4 W20-4 W20 - 7 W20-7 R7-T39 NO PARK R7 - T39R7 - T3936" x 24" X* ROADWORK AHEAD W20 - 1 W20 - 7W20-1 W20-7 X*X* BEPREPAREDTO STOP W3-4 L/2* X* ROADWORK AHEAD W20 - 1 W20-1 L*50'-100' SPEEDLIMIT35 R2 - 35 30 12' ARROWBOARD HOUSER WAY N N 8TH STHOUSER W A Y B Y P A S S HOUS E R W A Y N STA. 2+00 50'+/- 12' 12' 19' 20' 10' 10'10'10'10' ROADWORK AHEAD W20 - 1 W20 - 7 W20-1 W20-7 X* X* X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSEDLEFT W20-5L MFP21003596 Page 1 of 1 12' 12' 12'HOUSER WA Y B Y P A S S HOUS E R W A Y N NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX 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 ACCORDNACE 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 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 HOURSPHASE OF WORK: 3'X5' BORE PIT, BORE TOPLACE CONDUIT, PROOF/PULL. 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 2 of 5 L/2* X*X* ROADWORK AHEAD W20 - 1 W20-1 X*W1 - 4W1-4L W5-5 LANE SHIFT AHEAD 50'-100' N 8TH ST WORK AREA X* ROADWORK AHEAD W20 - 1W20-1 X*ROADWORK AHEAD W20 - 1 W20-1 12' SPEEDLIMIT35 R2 - 35 30 STA. 3+60 HOURS OF TCP: 8AM-5PM24 HR CONTACT:DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: NODE_301_SEG_14JOB ADDRESS: 801 HOUSER WAY N, RENTON, WA98055DESCRIPTION: PLACE NEW VAULTS, TRENCH,BORE, PROOF/PULL, AND SURFACE RESTORATION MFP21003596 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX 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 ACCORDNACE 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 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 HOURSPHASE OF WORK: 3'X5' BORE PIT, BORE TOPLACE CONDUIT, PROOF/PULL. 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 3 of 5 12' 12' 12'HOUSER W A Y B Y P A S S HOUS E R W A Y N N 8TH ST SPEEDLIMIT35 R2 - 35 30 WORK AREA *PROTECTED PEDESTRIAN REROUTES SHALL MAINTAINADA REQUIREMENTS: ADA COMPLIANT CURB RAMPSAND CONE DETECTION TO TRANSITION FROMSIDEWALK TO STREET LEVEL AND BACK. PEDESTRIAN ASSISTANCE:PEDESTRIAN FACILITIES CLOSURES SHALL BESIGNED AND DETOUR ROUTES PROVIDED. IFDETOUR ROUTES CANNOT BE PROVIDED, THECONTRACTOR SHALL PROVIDE FLAGGERS TOASSIST PEDESTRIANS THROUGH WORK ZONE 11' L/2* W4-119L W1 - 4W1-4L X*X*X* W5-5 LANE SHIFT AHEAD ROADWORK AHEAD W20 - 1 W20-1 12' 12'18' X* ROADWORK AHEAD W20 - 1W20-1 X* ROADWORK AHEAD W20 - 1 W20-1 11' MIN STA. 4+25 HOURS OF TCP: 8AM-5PM24 HR CONTACT:DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: NODE_301_SEG_14JOB ADDRESS: 801 HOUSER WAY N, RENTON, WA98055DESCRIPTION: PLACE NEW VAULTS, TRENCH,BORE, PROOF/PULL, AND SURFACE RESTORATION MFP21003596 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX 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 ACCORDNACE 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 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 HOURSPHASE OF WORK: 3'X5' BORE PIT, BORE TOPLACE CONDUIT, INSTALL 11"X17" VAULT,SPLICE, PROOF/PULL 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 4 of 5 SPEEDLIMIT35 R2 - 35 30 12' 12' HOUSER WAY BYPASS X* ROADWORK AHEAD W20 - 1X*X* W20-1 ONE LANE ROAD AHEAD W20 - 4 W20-4 W20 - 7 W20-7 X*X*X* ROADWORK AHEAD W20 - 1W20-1 ONE LANE ROAD AHEAD W20 - 4W20-4 W20 - 7W20-7 50'-100' WORK AREA 50'-100' PEDESTRIAN ASSISTANCE:PEDESTRIAN FACILITIES CLOSURES SHALL BESIGNED AND DETOUR ROUTES PROVIDED. IFDETOUR ROUTES CANNOT BE PROVIDED, THECONTRACTOR SHALL PROVIDE FLAGGERS TOASSIST PEDESTRIANS THROUGH WORK ZONE *PROTECTED PEDESTRIAN REROUTES SHALL MAINTAINADA REQUIREMENTS: ADA COMPLIANT CURB RAMPSAND CONE DETECTION TO TRANSITION FROMSIDEWALK TO STREET LEVEL AND BACK. HOUSER WAY N FLAGGING STATION STA. 10+50 50'+/- HOURS OF TCP: 8AM-5PM24 HR CONTACT:DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: NODE_301_SEG_14JOB ADDRESS: 801 HOUSER WAY N, RENTON, WA98055DESCRIPTION: PLACE NEW VAULTS, TRENCH,BORE, PROOF/PULL, AND SURFACE RESTORATION MFP21003596 Page 1 of 1 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX 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 ACCORDNACE 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 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 HOURSPHASE OF WORK: 3'X5' BORE PIT,PROOF/PULL TO EXISTING VAULT 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 5 of 5 12' 12' HOUSER WAY BYPASS SUNSET BLVD N X* ROADWORK AHEAD W20 - 1X*X* W20-1 ONE LANE ROAD AHEAD W20 - 4 W20-4 W20 - 7 W20-7 W20-1 50'-100' 50'-100' SPEEDLIMIT35 R2 - 35 30 WORK AREA FLAGGING STATIONPEDESTRIAN ASSISTANCE:PEDESTRIAN FACILITIES CLOSURES SHALL BESIGNED AND DETOUR ROUTES PROVIDED. IFDETOUR ROUTES CANNOT BE PROVIDED, THECONTRACTOR SHALL PROVIDE FLAGGERS TOASSIST PEDESTRIANS THROUGH WORK ZONE *PROTECTED PEDESTRIAN REROUTES SHALL MAINTAINADA REQUIREMENTS: ADA COMPLIANT CURB RAMPSAND CONE DETECTION TO TRANSITION FROMSIDEWALK TO STREET LEVEL AND BACK. STA. 15+55 X*X*X* ROADWORK AHEAD W20 - 1 ONE LANE ROAD AHEAD W20 - 4W20-4 W20 - 7W20-7 50'+/- HOURS OF TCP: 8AM-5PM24 HR CONTACT:DANIEL MENDOZA951-400-9673DMENDOZA@EXTENETSYSTEMS.COMJOB NAME: NODE_301_SEG_14JOB ADDRESS: 801 HOUSER WAY N, RENTON, WA98055DESCRIPTION: PLACE NEW VAULTS, TRENCH,BORE, PROOF/PULL, AND SURFACE RESTORATION MFP21003596 ADDRESS: 801 HOUSER WAY N, RENTON, WA 98055PROJECT NAME: NODE_301_SEG_14SITE LOCATIONCONTACTSSITE INDEXDANIEL MENDOZASUPERVISOREXTENETDMENDOZA@EXTENETSYSTEMS.COM951.400.9673AARON DIEDRICHSENGINEER MANAGERWAECO ENGINEERINGAARON@WAECOCONSTRUCTION.COM425.327.64041 - COVER SHEET/SITE LOCATION2 - LEGEND3 - GENERAL NOTES4-8 - DESIGN VIEWS 1-59 - OVERVIEW10 - SITE PHOTOGRAPHS11 - UNDERGROUND TYPICALSSCOPE OF WORK:INSTALL (1) 253-TA EXTENET VAULT NEARNORTHEAST CORNER OF HOUSER WAY NAND N 8TH ST. TRENCH SOUTH BEHINDFENCE NEAR SOUTHEAST CORNER OFHOUSER WAY N AND N 8TH ST PLACING (1)-4"CONDUIT AND PULL (1)-144F CABLETHROUGH. DIRECTIONAL BORE TO 1800SUNSET BLVD NE PLACING (1)-4" CONDUITAND PULL (1)-144F CABLE THROUGH. INSTALL(2) 17"X30" EXTENET VAULTS ALONG BOREROUTE.CONTRACTOR TO VERIFY EXISTING UTILITIESDEPTHS AND LOCATIONS PRIOR TOCONSTRUCTION. ALL RESTORATION TO MEETOR EXCEED CITY OF RENTON STANDARDS.VICINITY MAPCOVER SHEET1ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8MFP21003596This permit is for Major construction work in the ROW and will be billed at an additional$60/HR for inspections. After hours and weekend work will be billed at $125/HR #F#F#FPX LEGEND#2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11MFP21003596 GENERAL NOTESGENERAL NOTES: The locations of utilities shown on these drawing are only approximate. Waeco Engineering hereby disclaims anyresponsibility to third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact thestatewide call-before-you-dig system to ascertain the location of underground utilities prior to performing any excavation.1. All materials, workmanship, and construction of utility improvements shall meet or exceed site work standards and the standards andspecifications set forth in the jurisdiction regulations and applicable state and federal regulations. Where there is conflict between theseplans and the specifications, or any applicable standards, the higher quality standard shall apply. All work within public r.o.w. Oreasements may require inspected and approved by the jurisdiction inspector. Inspection services and construction certification to beprovided by designee of project sponsor/owner.2. The contractor is specifically cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based onrecords of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied upon asbeing exact or complete. The contractor must call the local utility location center at least 48 hours before any excavation to request exactfield locations of existing utilities. The contractor shall verify pertinent locations and elevations, especially at the connection points and atpotential utility conflicts. It shall be the responsibility of the contractor to relocate all existing utilities that conflict with the proposedimprovements shown on these plans.3. The contractor shall be responsible for obtaining all necessary permits from all applicable agencies. The contractor shall notify thejurisdiction inspector at least 48 hours prior to the start of any earth disturbing activity or construction on any and all publicimprovements if required.4. The contractor shall coordinate and cooperate with the jurisdiction and all utility companies with regard to relocations or adjustments ofexisting utilities during construction, to assure that the work is accomplished in a timely fashion, and with a minimum disruption ofservice. The contractor shall be responsible for contacting all parties affected by any disruption of any utility service.5. The contractor shall have one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, andone (1) copy of any permits and extension agreements needed for the job on-site at all times.6. The contractor shall be responsible for all aspects of safety including, but not limited to: excavation, trenching, shoring, traffic control,and security.7. If, during the construction process, conditions are encountered by the contractor, his subcontractors, or other affected parties whichcould indicate a situation that is not identified in the plans or specifications, the contractor shall contact the engineer immediately.8. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.9. For work affecting public roadways or if required by the jurisdiction, the contractor shall submit a traffic control and phasing plan inaccordance with m.u.t.c.d. For approval. Prior to any construction activities within or affecting the right-of-way, the contractor shall beresponsible for providing any and all traffic control devices as may be required by said plans. Prior to installation a preconstructionconference shall be held with jurisdiction.10. The contractor is responsible for providing all labor and materials necessary for the completion of the intended improvements shown onthese drawings or designated to be provided, installed, constructed, removed or relocated unless specifically noted otherwise.11. Per agency standards the contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt trackedfrom the site.12. The contractor shall be responsible for recording record information on a set of record drawings kept at the construction site andavailable to the jurisdiction inspector at all times.13. Dimensions for layout and construction are not to be scaled from any drawing. For additional information contact the engineer forclarification and note on the record drawings.14. All erosion and sediment control (e.s.c.) Measures shall be installed at the limits of construction prior to ground disturbing activity. Alle.s.c. Measures shall be maintained in good repair by the contractor until such time as the entire disturbed areas are stabilized with hardsurface or landscaping.15. All work within the public right-of-way is subject to the jurisdiction of the jurisdiction engineering department standard details andspecifications.16. All construction operations, including the warming up, repair, arrival, departure or running of trucks, earth moving equipment,construction equipment and any other associated equipment shall generally be limited to the time period approved by the jurisdiction.3ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11MFP21003596 PROJECT SHEETCONSTRUCTION NOTESRESTORATION NOTES#4ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF1112AMATCH TO SHEET 54 3432A1A32134AAMFP21003596 MATCH TO SHEET 4 PROJECT SHEETCONSTRUCTION NOTESRESTORATION NOTES#5ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11BNSF ROWMATCH TO SHE E T 63443A4422AA MFP21003596 MATCH TO SHEET 7 MATCH TO SHEET 5 PROJECT SHEETCONSTRUCTION NOTES#6ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11BNSF ROW44MFP21003596 MATCH TO SHE E T 8 MATCH TO SHEET6PROJECT SHEETCONSTRUCTION NOTESRESTORATION NOTES#7ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11BNSF ROW4533544A5AMFP21003596 MATCH TO SHEET7PROJECT SHEETCONSTRUCTION NOTESRESTORATION NOTES#8ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11BNSF ROWB4343A66677BNODE_301AMFP21003596 OVERVIEW SHEETCONSTRUCTION NOTES#9ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11BNSF ROW12343434354BNSF ROW32341567672MFP21003596 SITEPHOTOGRAPHS12365410ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF112344344324543312CONSTRUCTION NOTES2341567764MFP21003596 UNDERGROUNDTYPICALS11ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\NODE_301\SEG - 14\CAD\SEG-14_PRINTS.DWGSHEET #PROJECT NUMBER:NODE_301_SEG_14EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----801 HOUSER WAY N,RENTON, WA 98055ORIGINALREV #0REVIEWEDAS-BUILTDATE06/03/21TECHENGMCKAJD------------------------WAECO ENGINEER------------DANIEL MENDOZAAARON DIEDRICHS425.327.6404AARON@WAECOCONSTRUCTION.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11SECTION AAAPLAN VIEWEND VIEWAVAULTNo. 253-TCOVER WITHADJUSTABLE FRAMENo. 38/25-TAItems Shown Are Subject To Change Without NoticeNon Skid Covers AvailableFOR DETAILS, SEE REVERSE>>Issue Date: April 2016Mailing AddressPO Box 588Auburn, WA 98071Phone:800-892-1538Fax:253-735-4201Email:opauburn@oldcastle.comDelivering Reliabilityopauburn.com81opauburn.comDelivering Reliability81.1SCALE: 3/4"=1'-0"Items Shown Are Sub jec t To Change Without NoticeIssue Date: April 20163421-044UTILITY ENCLOSURE BOX: POLYMER CONCRETE H-SERIES, MODEL 1730, 12" DEEP, GRAY (17301028)UTILITY ENCLOSURE BOXESNOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS.3. DO NOT SCALE DRAWING. REFERENCE NUMBER 3421-044.4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/infoOLDCASTLE ENCLOSURE SOLUTIONS1002 15TH STREET SW, SUITE 110AUBURN, WA 9800TOLL FREE: 1-800-735-5566www.oldcastleprecast.com/enclosuresolutions®OldcastleCADdetails.comPROTECTED BY COPYRIGHT ©2015 CADDETAILS.COM LTD.REVISION DATE 01/19/2015EST. WEIGHT: 64 LBS (BODY) 70 LBS (COVER)MATERIAL: POLYMER CONCRETE - GRAYITEM1234QTY1122SKU1730200617304018HWH-F40HBT-H14DESCRIPTIONBODY, 1730-12, PCCOVER, 1730, PC, BLANKWASHER FLAT SST .431 ID x 1 x .1 THICKBOLT HEXHEAD SS 3/8-16 x 2-1/4SECTION B-B10" 12" 2" 17 1/2" MINUS DRAFT 15" MINUS DRAFT28 1/2" MINUS DRAFT30 1/2" MINUS DRAFTSECTION A-A1243ABBA1/2-13 SS THDINSERT, 4 PLACESMFP21003596