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HomeMy WebLinkAboutMFP21004986.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP21004986 IVR Number: 21004986 Permit Information Permit Name: North Renton - COR NODE 286 - SEG 25 Address/Location:10/13/2021Application Date:7565100025Parcel Number: 1222 BRONSON WAY N Permit Type:11/16/2021Issue Date:Franchise Permit Work Class:11/16/2022Expiration Date:Major Utility Job Number: COR Node 286 - Seg25Franchise Type:Telephone Description: STARTING ON GARDEN AVE N, CONTRACTOR TO TIE IN AT EXISTING UTILITY POLE. OPEN TRENCH/DIRECTIONAL BORE TO PROPOSED VAULT LOCATIONS ALONG GARDEN AVE N AND BRONSON WAY N. INSTALL 24" X 36" VAULTS AND COIL FIBER ALONG ROUTE AT EACH PROPOSED LOCATION. INSTALL 12CT TAIL FOR FUTURE CONNECTION AT VAULT NEAR NODE NW WA WINONASC 00286A ON BRONSON WAY N. CONTRACTOR TO PLACE CONDUIT AND PULL FIBER THROUGHOUT. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Rachel Fenton Extenet Systems LLC 3030 Warrenville 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 T3 CAPITAL LLC 17837 1ST AVE S BOX PMB 244 NORMANDY PARK , WA 98148 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 1222 BRONSON WAY NORTH Build new UG system south along Garden Ave N and southwest along Bronson Way N to feed future cell site. (425)408-2595 michael.karalus@waecoeng.com North Renton Node 286 Seg 25 X X Waeco Construction LLC (360)794-7785 WAECOCL930LF 37230 10/13/21 XX X X 477 Contractor will tie in at utility pole located per site plans and a run 1728f and 48f cables for backbone and to feed site. Construction ends at existing CTL MH located per plans and will continue south on a separate segment and permit. MFP21004986 Scott Warlick 11/16/2021 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 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 Waeco Construction LLC Michael Karalus (425) 408-2595 18543 Cascade View Dr SE Monroe/ WA 98272 X X North Renton Node 286 Seg 25 1222 BRONSON WAY NORTH Build new UG system south along Garden Ave N and southwest along Bronson Way N to feed future cell site. Contractor will tie in at utility pole located per site plans and a run 1728f and 48f cables for backbone and to feed site. Construction ends at existing CTL MH located per plans and will continue south on a separate segment and permit. MFP21004986 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 11/16/2021 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 10/13/2021 Page 1 of 1 North Renton Node 286 Seg 25 Overview Map MFP21004986 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 TYPE OF TCP: WORK HOURS PHASE OF WORK: INSTALL VAULT, PLACECONDUIT, SPLICE AND PULL/RESTORATION 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 6 TCP COMPLETED: OCTOBER 1, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT:DAVID MENDOZA951.400.9673DMENDOZA@EXTENETSYSTEMS.COMJOB NUMBER: COR NODE 286 - SEG 25JOB ADDRESS: 1222 BRONSON WAY NORTHDESCRIPTION: TIE IN AT EXISTING POLE, OPENTRENCH/DIRECTIONAL BORE, INSTALL VAULTS ANDCOIL FIBER ALONG ROUTE, CONTRACTOR TOPLACE CONDUIT AND FIBER THROUGHOUT,RESTORATION 1300 1300 1222 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. 19' 19' 12'12'12'11'11' 11' 11' 11' 10' 11' SPEEDLIMIT35 R2 - 35 25 WORK AREA SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 9 DETOUR M4 - 9B DETOUR M4 - 9B PLACE ON SW CORNER OF N2ND ST ANDGARDEN AVE N PLACE ON SE CORNER OF N2ND ST ANDGARDEN AVE N SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE 50'-100'L* B R O N S O N W A Y N GARDEN AVE N STREETCLOSED R11 - 2R11 - 2 M4 - 9 DETOUR PLACE ON NE CORNEROF PARK AVE N ANDBRONSON WAY NPLACE ON SE CORNEROF PARK AVE N ANDBRONSON WAY N ROADWORK AHEAD W20 - 1 W20-1 X* X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSEDW20-5R X* R3-2 ROADWORK AHEAD W20 - 1 W20-1 X* X* BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W20-5R X* SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE R3-1 R3-2 PLACE ON SECORNER OF PARKAVE N AND N 2ND ST PLACE ON NE CORNEROF MEADOW AVE NAND BRONSON WAY NPLACE ON S CORNEROF MEADOW AVE NAND BRONSON WAY N PLACE ON SECORNER OFMEADOW AVE N ANDN 2ND ST X* ROADWORK AHEAD W20 - 1 W20-1 R7-T39 NO PARK TYPE III BARRICADE R7 - T39R7 - T3936" x 24" ARROWBOARD MFP21004986 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 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE/RESTORATION 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 6 TCP COMPLETED: OCTOBER 1, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT:DAVID MENDOZA951.400.9673DMENDOZA@EXTENETSYSTEMS.COMJOB NUMBER: COR NODE 286 - SEG 25JOB ADDRESS: 1222 BRONSON WAY NORTHDESCRIPTION: TIE IN AT EXISTING POLE, OPENTRENCH/DIRECTIONAL BORE, INSTALL VAULTS ANDCOIL FIBER ALONG ROUTE, CONTRACTOR TOPLACE CONDUIT AND FIBER THROUGHOUT,RESTORATION 1300 1300 1222 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. 19' 19' 12'12'12'11'11' 11' 11' 11' 10' 11' SPEEDLIMIT35 R2 - 35 25 ALLOW DRIVEWAYACCESS BETWEENCONES SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS X*X* ROADWORK AHEAD W20 - 1 W20-1 X*W1 - 4W1-4L W5-5 LANE SHIFT AHEADSIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 9 DETOUR M4 - 9B DETOUR M4 - 9B PLACE ON SW CORNER OF N2ND ST ANDGARDEN AVE N PLACE ON SE CORNER OF N2ND ST ANDGARDEN AVE N SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE SIDEWALK CLOSED R9 - 9 SIDEWALK CLOSED R9 - 11 SIDEWALK CLOSEDAHEAD CROSS HERE WORK AREA L/2*50'-100' B R O N S O N W A Y N GARDEN AVE N MFP21004986 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 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE, INSTALL VAULT, PLACECONDUIT, SPLICE AND PULL/RESTORATION TRAFFIC CONTROL PLAN N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND Page 3 of 6 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. 1300 13001222 19' 19' 12' 12' 12' 11' 11' 11' 11' 11' 10' 11' 100 1119 SPEEDLIMIT35 R2 - 35 25 BRONSON WAY N GARDEN AVE NTRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE X* X* X* ROADWORK AHEAD W20 - 1 W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSEDW20-5R W4 - 2W4-2R X*X*X* ROADWORK AHEAD W20 - 1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W4 - 2W4-2R W20-5R W20-1 X* ROADWORK AHEAD W20 - 1W20-1 SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS ALLOW DRIVEWAYACCESS BETWEENCONES Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE TEMPORARY ADA RAMP WORK AREA TCP COMPLETED: OCTOBER 1, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT:DAVID MENDOZA951.400.9673DMENDOZA@EXTENETSYSTEMS.COMJOB NUMBER: COR NODE 286 - SEG 25JOB ADDRESS: 1222 BRONSON WAY NORTHDESCRIPTION: TIE IN AT EXISTING POLE, OPENTRENCH/DIRECTIONAL BORE, INSTALL VAULTS ANDCOIL FIBER ALONG ROUTE, CONTRACTOR TOPLACE CONDUIT AND FIBER THROUGHOUT,RESTORATION 50'-100' L*L*ARROWBOARD MFP21004986 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 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE/RESTORATION TRAFFIC CONTROL PLAN N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND Page 4 of 6 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. 1300 13001222 19' 19' 12' 12' 12' 11' 11' 11' 11' 11' 10' 11' 100 1119 SPEEDLIMIT35 R2 - 35 25 BRONSON WAY N GARDEN AVE NTRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE X* X* X* ROADWORK AHEAD W20 - 1 W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSEDW20-5R W4 - 2W4-2R X*X*X* ROADWORK AHEAD W20 - 1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEADCLOSED W4 - 2W4-2R W20-5R W20-1 X* ROADWORK AHEAD W20 - 1W20-1 SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS ALLOW DRIVEWAYACCESS BETWEENCONES Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE WORK AREA TCP COMPLETED: OCTOBER 1, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT:DAVID MENDOZA951.400.9673DMENDOZA@EXTENETSYSTEMS.COMJOB NUMBER: COR NODE 286 - SEG 25JOB ADDRESS: 1222 BRONSON WAY NORTHDESCRIPTION: TIE IN AT EXISTING POLE, OPENTRENCH/DIRECTIONAL BORE, INSTALL VAULTS ANDCOIL FIBER ALONG ROUTE, CONTRACTOR TOPLACE CONDUIT AND FIBER THROUGHOUT,RESTORATION L* 50'-100'L*ARROWBOARD MFP21004986 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 TYPE OF TCP: WORK HOURS PHASE OF WORK: PLACE CONDUIT,SPLICE/RESTORE TRAFFIC CONTROL PLAN N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE Page 5 of 6 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. 1300 13001222 19' 19' 12' 12' 12' 11' 11' 11' 11' 11' 10' 11' 100 1119 SPEEDLIMIT35 R2 - 35 25 BRONSON WAY N GARDEN AVE NROADWORK AHEAD W20 - 1W20-1 BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED W20-5R W4 - 2W4-2R X*X*X* SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. WORK AREA TCP COMPLETED: OCTOBER 1, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT:DAVID MENDOZA951.400.9673DMENDOZA@EXTENETSYSTEMS.COMJOB NUMBER: COR NODE 286 - SEG 25JOB ADDRESS: 1222 BRONSON WAY NORTHDESCRIPTION: TIE IN AT EXISTING POLE, OPENTRENCH/DIRECTIONAL BORE, INSTALL VAULTS ANDCOIL FIBER ALONG ROUTE, CONTRACTOR TOPLACE CONDUIT AND FIBER THROUGHOUT,RESTORATION L* 50'-100' X* ROADWORK AHEAD W20 - 1 W20-1 ARROWBOARD MFP21004986 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 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE/RESTORATION TRAFFIC CONTROL PLAN N CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATALONGITUDINAL BUFFER SPACE = BSPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 730 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE Page 6 of 6 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. 1300 13001222 19' 19' 12' 12' 12' 11' 11' 11' 11' 11' 10' 11' 100 1119 SPEEDLIMIT35 R2 - 35 25 BRONSON WAY N GARDEN AVE NPedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. WORK AREA TCP COMPLETED: OCTOBER 1, 2021HOURS OF TCP: 8AM-5PM24 HR CONTACT:DAVID MENDOZA951.400.9673DMENDOZA@EXTENETSYSTEMS.COMJOB NUMBER: COR NODE 286 - SEG 25JOB ADDRESS: 1222 BRONSON WAY NORTHDESCRIPTION: TIE IN AT EXISTING POLE, OPENTRENCH/DIRECTIONAL BORE, INSTALL VAULTS ANDCOIL FIBER ALONG ROUTE, CONTRACTOR TOPLACE CONDUIT AND FIBER THROUGHOUT,RESTORATION L* 50'-100' X* ROADWORK AHEAD W20 - 1 W20-1 ARROWBOARD ROADWORK AHEAD W20 - 1W20-1 W4 - 2W4-2L BIKELANE ENDS W9 - 1B RIGHT LANE AHEAD CLOSED LEFT W20-5L X*X*X* X* ROADWORK AHEAD W20 - 1 W20-1 MFP21004986 © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom ADDRESS: 1222 BRONSON WAY NORTH, RENTON, WA 98057PROJECT NAME: COR NODE 286 - SEG 25SITE 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 PLANS8 - OVERVIEW9 - SITE PHOTOGRAPHS10 - UNDERGROUND TYPICALS11 - RESTORATION TYPICALSSCOPE OF WORK:STARTING ON GARDEN AVE N, CONTRACTORTO TIE IN AT EXISTING UTILITY POLE. OPENTRENCH/DIRECTIONAL BORE TO PROPOSEDVAULT LOCATIONS ALONG GARDEN AVE NAND BRONSON WAY N. INSTALL 24" X 36"VAULTS AND COIL FIBER ALONG ROUTE ATEACH PROPOSED LOCATION. INSTALL 12CTTAIL FOR FUTURE CONNECTION AT VAULTNEAR NODE NW-WA-WINONASC-00286A ONBRONSON WAY N. CONTRACTOR TO PLACECONDUIT AND PULL FIBER 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\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11SH E E T 5 / 7 SHEET 4/6 VICINITY MAPMFP21004986This 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/HRPOTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS #F#F#FPX LEGEND#2ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11MFP21004986 GENERAL NOTESGENERAL NOTES: The locations of utilities shown on these drawing are only approximate. Waeco Engineering hereby disclaims anyresponsibility to third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact thestatewide call-before-you-dig system to ascertain the location of underground utilities prior to performing any excavation.1. All materials, workmanship, and construction of utility improvements shall meet or exceed site work standards and the standards andspecifications set forth in the jurisdiction regulations and applicable state and federal regulations. Where there is conflict between theseplans and the specifications, or any applicable standards, the higher quality standard shall apply. All work within public r.o.w. Oreasements may require inspected and approved by the jurisdiction inspector. Inspection services and construction certification to beprovided by designee of project sponsor/owner.2. The contractor is specifically cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based onrecords of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied upon asbeing exact or complete. The contractor must call the local utility location center at least 48 hours before any excavation to request exactfield locations of existing utilities. The contractor shall verify pertinent locations and elevations, especially at the connection points and atpotential utility conflicts. It shall be the responsibility of the contractor to relocate all existing utilities that conflict with the proposedimprovements shown on these plans.3. The contractor shall be responsible for obtaining all necessary permits from all applicable agencies. The contractor shall notify thejurisdiction inspector at least 48 hours prior to the start of any earth disturbing activity or construction on any and all publicimprovements if required.4. The contractor shall coordinate and cooperate with the jurisdiction and all utility companies with regard to relocations or adjustments ofexisting utilities during construction, to assure that the work is accomplished in a timely fashion, and with a minimum disruption ofservice. The contractor shall be responsible for contacting all parties affected by any disruption of any utility service.5. The contractor shall have one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, andone (1) copy of any permits and extension agreements needed for the job on-site at all times.6. The contractor shall be responsible for all aspects of safety including, but not limited to: excavation, trenching, shoring, traffic control,and security.7. If, during the construction process, conditions are encountered by the contractor, his subcontractors, or other affected parties whichcould indicate a situation that is not identified in the plans or specifications, the contractor shall contact the engineer immediately.8. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.9. For work affecting public roadways or if required by the jurisdiction, the contractor shall submit a traffic control and phasing plan inaccordance with m.u.t.c.d. For approval. Prior to any construction activities within or affecting the right-of-way, the contractor shall beresponsible for providing any and all traffic control devices as may be required by said plans. Prior to installation a preconstructionconference shall be held with jurisdiction.10. The contractor is responsible for providing all labor and materials necessary for the completion of the intended improvements shown onthese drawings or designated to be provided, installed, constructed, removed or relocated unless specifically noted otherwise.11. Per agency standards the contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt trackedfrom the site.12. The contractor shall be responsible for recording record information on a set of record drawings kept at the construction site andavailable to the jurisdiction inspector at all times.13. Dimensions for layout and construction are not to be scaled from any drawing. For additional information contact the engineer forclarification and note on the record drawings.14. All erosion and sediment control (e.s.c.) Measures shall be installed at the limits of construction prior to ground disturbing activity. Alle.s.c. Measures shall be maintained in good repair by the contractor until such time as the entire disturbed areas are stabilized with hardsurface or landscaping.15. All work within the public right-of-way is subject to the jurisdiction of the jurisdiction engineering department standard details andspecifications.16. All construction operations, including the warming up, repair, arrival, departure or running of trucks, earth moving equipment,construction equipment and any other associated equipment shall generally be limited to the time period approved by the jurisdiction.3ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11MFP21004986 1+001+502+002+501+501+502+002+50MA TC H TO S H E E T 5 PROJECT SHEETCONSTRUCTION NOTESPOTHOLE UTILITY CROSSINGS PRIOR TO BORE#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION.4ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF1120'SCALE: 1"=20'010'2'3'20'48'100'1INSTALL (1) 4" RISER ON EXISTING PSE UTILITYPOLE. PULL (1) 1728CT FIBER CABLE THROUGH.1343INSTALL (1) 24" X 36" EXTENET VAULT. CORE VAULTAND PLACE CONDUITS FROM BORE PIT. SPLICEAND PULL (1) 1728CT FIBER CABLE THROUGH.4DIG (1) 4' X 5' BORE PIT. RESTORE SURFACE TOCITY OF RENTON STANDARDS.5DIRECTIONAL BORE TO PLACE (2) 1.25" / (1) 1.5"CONDUITS. PULL (1) 1728CT FIBER CABLETHROUGH.56512GARDEN AVE NPARCEL# 7564600350PARCEL# 7564600340PARCEL# 7565100005PARCEL# 13523000251300 BRONSON WAY NBRONSON WAY N2'6DIG 3' X 6' BORE PIT. RESTORE SURFACE TO CITYOF RENTON STANDARDS.2OPEN TRENCH TO PLACE (1) 4" CONDUIT. PULL (1)1728CT FIBER CABLE THROUGH.21'29' 9'22'Maintain maximumseparation fromWatermainMFP21004986 1+502+002+503+003+504+00PROJECT SHEETCONSTRUCTION NOTESPOTHOLE UTILITY CROSSINGS PRIOR TO BORE#SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION.MATCH TO SHEET 45ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF1120'SCALE: 1"=20'010'3 5 '3'3' 45'217'2' 2' 5' 3'5768INSTALL NEW 24" X 36" EXTENET VAULT. COREVAULT AND PLACE CONDUITS FROM BORE PIT.PULL (1) 48CT FIBER THROUGH AND COIL. SPLICE(1) 12CT TAIL FOR FUTURE CONNECTION.1038661212EXISTING CTL VAULT. CORE FACE AND PLACECONDUIT FROM BORE PIT. COIL AND SPLICE (1)1728CT FIBER THROUGH.345BRONSON WAY NPARCEL# 75651000251222 BRONSON WAY NPARCEL#7565100005NW-WA-WINONASC-00286ANODE LOCATED AT STREET LIGHT4' 6'111'6'30'66DIG 3' X 6' BORE PIT. RESTORE SURFACE TO CITYOF RENTON STANDARDS.11OPEN TRENCH TO PLACE (1) 4" CONDUIT. PULL (1)1728CT FIBER CABLE THROUGH.9'7DIRECTIONAL BORE TO PLACE (3) 1.25" CONDUITS.PULL (1) 48CT FIBER CABLE THROUGH.3INSTALL (1) 24" X 36" EXTENET VAULT. CORE VAULTAND PLACE CONDUITS FROM BORE PIT. SPLICEAND PULL (1) 1728CT FIBER CABLE THROUGH.10DIRECTIONAL BORE TO PLACE (1) 4" CONDUIT.PULL (1) 1728CT FIBER CABLE THROUGH.Maintain maximumseparation fromWatermainMFP21004986 1+001+502+002+501+501+502+002+50RESTORATIONNOTESMA T C H TO S H E E T 7 RESTORATION NOTES6ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF1120'SCALE: 1"=20'010'PARCEL# 7564600350PARCEL# 7564600340PARCEL# 7565100005PARCEL# 13523000251300 BRONSON WAY NBRONSON WAY NGARDEN AVE N8'35'9'10'1.5'ARESTORE CONCRETE SIDEWALK PANEL PER CITYOF RENTON STANDARD DETAIL 102.ABABRESTORE CONCRETE CURB & GUTTER PER CITYOF RENTON STANDARD DETAIL 101.10'MFP21004986 1+502+002+503+003+504+00RESTORATIONNOTESRESTORATION NOTES7ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF1120'SCALE: 1"=20'010'MATCH TO SHEET 6BRONSON WAY NPARCEL# 75651000251222 BRONSON WAY NPARCEL#75651000055'16'7'9'22'7'ARESTORE CONCRETE SIDEWALK PANEL PER CITYOF RENTON STANDARD DETAIL 102.CRESTORE ASPHALT ROADWAY PER CITY OFRENTON STANDARD DETAIL 110.DRESTORE SOFT SURFACE TO PREVIOUSCONDITION.CCADD11'7'MFP21004986 OVERVIEW SHEETCONSTRUCTION NOTES8ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF110SCALE: NTSX134557631068529BRONSON W A Y N GARDEN AVE N 47'145' 2 1 7 '53'19'PARCEL# 7564600350PARCEL# 7564600340PARCEL# 7565100005PARCEL# 75651000251222 BRONSON WAY NPARCEL# 13523000251300 BRONSON WAY N668INSTALL NEW 24" X 36" EXTENET VAULT. COREVAULT AND PLACE CONDUITS FROM BORE PIT.PULL (1) 48CT FIBER THROUGH AND COIL. SPLICE(1) 12CT TAIL FOR FUTURE CONNECTION.10EXISTING CTL VAULT. CORE FACE AND PLACECONDUIT FROM BORE PIT. COIL AND SPLICE (1)1728CT FIBER THROUGH.5DIRECTIONAL BORE TO PLACE (2) 1.25" / (1) 1.5"CONDUITS. PULL (1) 1728CT FIBER CABLETHROUGH.6DIG 3' X 6' BORE PIT. RESTORE SURFACE TO CITYOF RENTON STANDARDS.9OPEN TRENCH TO PLACE (2) 1.25" / (1) 1.5"CONDUITS. PULL (1) 1728CT FIBER CABLE THROUGH.7DIRECTIONAL BORE TO PLACE (3) 1.25" CONDUITS.PULL (1) 48CT FIBER CABLE THROUGH.3INSTALL (1) 24" X 36" EXTENET VAULT. CORE VAULTAND PLACE CONDUITS FROM BORE PIT. SPLICEAND PULL (1) 1728CT FIBER CABLE THROUGH.1INSTALL (1) 4" RISER ON EXISTING PSE UTILITYPOLE. PULL (1) 1728CT FIBER CABLE THROUGH.2OPEN TRENCH TO PLACE (1) 4" CONDUIT. PULL (1)1728CT FIBER CABLE THROUGH.4DIG (1) 4' X 5' BORE PIT. RESTORE SURFACE TOCITY OF RENTON STANDARDS.MFP21004986 CONSTRUCTION NOTESSITEPHOTOGRAPHSLOOKING SOUTHWEST FROM EAST SIDEWALK ONGARDEN AVE N.1LOOKING NORTH ON WEST SIDE OF GARDEN AVE N.2LOOKING WEST ON THE NW CORNER OF BRONSONWAY N AND GARDEN AVE N.3LOOKING WEST FROM NORTH SIDEWALK OFBRONSON WAY N.5LOOKING NORTH FROM SOUTH SIDE OFBRONSON WAY N.49ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11134556575731086265968INSTALL NEW 24" X 36" EXTENET VAULT. COREVAULT AND PLACE CONDUITS FROM BORE PIT.PULL (1) 48CT FIBER THROUGH AND COIL. SPLICE(1) 12CT TAIL FOR FUTURE CONNECTION.10EXISTING CTL VAULT. CORE FACE AND PLACECONDUIT FROM BORE PIT. COIL AND SPLICE (1)1728CT FIBER THROUGH.5DIRECTIONAL BORE TO PLACE (2) 1.25" / (1) 1.5"CONDUITS. PULL (1) 1728CT FIBER CABLETHROUGH.6DIG 3' X 6' BORE PIT. RESTORE SURFACE TO CITYOF RENTON STANDARDS.9OPEN TRENCH TO PLACE (2) 1.25" / (1) 1.5"CONDUITS. PULL (1) 1728CT FIBER CABLE THROUGH.7DIRECTIONAL BORE TO PLACE (3) 1.25" CONDUITS.PULL (1) 48CT FIBER CABLE THROUGH.3INSTALL (1) 24" X 36" EXTENET VAULT. CORE VAULTAND PLACE CONDUITS FROM BORE PIT. SPLICEAND PULL (1) 1728CT FIBER CABLE THROUGH.1INSTALL (1) 4" RISER ON EXISTING PSE UTILITYPOLE. PULL (1) 1728CT FIBER CABLE THROUGH.2OPEN TRENCH TO PLACE (1) 4" CONDUIT. PULL (1)1728CT FIBER CABLE THROUGH.4DIG (1) 4' X 5' BORE PIT. RESTORE SURFACE TOCITY OF RENTON STANDARDS.MFP21004986 UNDERGROUNDTYPICALS10ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF113"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 lbsMFP21004986 RESTORATIONTYPICALS11ENGINEERING FIRM: WAECO ENGINEERINGDRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\EXTENET\BUILT\21096_COR_NODE_286_SEG25\CAD\COR_NODE_286_SEG25_PRINTS.DWGSHEET #PROJECT NUMBER: 21096EXTENET ENGINEERPROPRIETARY - NOT FOR DISTRIBUTIONCLIENT FIRM: EXTENETPERMIT NUMBER: ----1222 BRONSON WAY NORTH,RENTON, WA 98057ORIGINALREV #0REVIEWEDAS-BUILTDATE9/22/21TECHENGSGJP------------------------WAECO ENGINEER------------DANIEL MENDOZAJOSEPH PARKER253.315.3326JPARKER@WAECOENG.COM951.400.9673DMENDOZA@EXTENETSYSTEMS.COMKnow what's below.Call before you dig.ROF11MFP21004986