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HomeMy WebLinkAboutMFP22005900.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22005900 IVR Number: 22005900 Permit Information Permit Name: ExteNet Systems - Fiber - EXTENET - NORTH RENTON - SEG 51 Address/Location:11/07/2022Application Date:1923059017Parcel Number: 105 SW 7TH ST Permit Type:12/16/2022Issue Date:Franchise Permit Work Class:12/18/2023Expiration Date:Major Utility Job Number: EXTENET - NORTH RENTON - SEG 51Franchise Type:Telephone Description: ExteNet Systems Inc. master franchise agreement, ORD 6013 EXTENET NORTH RENTON SEG 51 BEGINNING FROM EXISTING CTL VAULT ON THE SOUTH SIDE OF S 7TH ST, BORE/TRENCH NEW CONDUIT WEST ALONG S 7TH ST TO HARDIE AVE SW. CONTINUE SOUTH ALONG HARDIE AVE SW TO PROPOSED VAULT LOCATION. PULL FIBER CABLE 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 MGC Permits MGC Technical 6244 185th AVE NE, STE 250 REDMOND, WA 98052 ApplicantX Rick Powers Utiligi Communications LLC 111 Nyberg Rd SW Pacific, WA 98390 B: (253) 548-5936Contractor Business License Number: 50846Construction Contractor: UTILIL*808CO RA MAC INC 4607 FOREST AVE SE MERCER ISLAND , WA 98040 Owner Accounts Payable attn. Joe Milone Extenet Systems LLC - specialized 3030 Warrenville Rd Lisle, IL 60532 B: (425) 326-6050Specialized Billing 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 425.235.7736) (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 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: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 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 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 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.  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 a minimum of five business days (excluding weekends and holidays) prior to starting any work.  Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions.  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.  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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021  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.  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) DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 14Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN DETOUR (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG SW 7TH ST (EAST BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK AREA TO ACCESSEXISTING VAULT, BORE/TRENCH CONDUIT, ANDINSTALL VAULT. PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITY35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMROADWORKAHEADSIGN LEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)RIGHTLANECLOSEDAHEADW20-1W20-5RW4-2RXXX50' - 100'WORKVEHICLEW20-5RW20-1X W20-5RW20-1XLSIDEWALK CLOSEDCROSS HERER9-11aR9-11SIDEWALKCLOSEDAHEADPLACE SIGN ATTHE NEARESTCROSSWALKSW 7TH STHARDIE AVE SW 707 RAINIER AVE SPARCEL NO.1923059027 20 SW 7TH STPARCEL NO.1823059211SIDEWALKCLOSEDOKR3-6RR9-9 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMROADWORKAHEADSIGN LEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESCONFIDENTIAL/PROPRIETARYSHEET: OF 24Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN DETOUR (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG HARDIE AVE SW (NORTH BOUND DIRECTION)CITY OF RENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK AREA TO BORE/TRENCH .PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITY35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTRIGHTLANECLOSEDAHEADL/2W20-1W20-5RW1-4LXXXWORKVEHICLEW16-7LM4-9bR9-3XCM4-9bR9-3XCW20-1W20-1W20-1HARDIE AVE SWSW 7TH ST 105 SW 7TH STPARCEL NO. 1923059017707 RAINIER AVE SPARCEL NO. 1923059027DETOURCROSSWALKCLOSED 20 SW 7TH STPARCEL NO.1823059211OKR3-6R DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMROADWORKAHEADSIGN LEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESCONFIDENTIAL/PROPRIETARYSHEET: OF 34Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG S GRADY WAY (EAST BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK AREA TO BORE/TRENCHCONDUIT, AND INSTALL VAULT. PULL FIBERCABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITY35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTHARDIE AVE SWSW 7TH ST 105 SW 7TH STPARCEL NO. 1923059017707 RAINIER AVE SPARCEL NO. 1923059027 20 SW 7TH STPARCEL NO.1823059211WORKVEHICLE2' MIN50' - 100'11' MINW20-1W20-1W5-1XW5-1W20-1X W5-1W20-1X R7-T39ROADNARROWSPHONE 206-684-5444NAME OF F IRM XXX -XXX-XXXX11' MIN DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 51105 SW 7TH STRENTON, WA 98057EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMROADWORKAHEADSIGN LEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESCONFIDENTIAL/PROPRIETARYSHEET: OF 44Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE REDUCTION (FOR URBAN STREET)TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG HARDIE AVE SW (SOUTH BOUND DIRECTION)CITY OF RENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK AREA TO BORE/TRENCHCONDUIT, AND INSTALL VAULT. PULL FIBERCABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITY35 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTSRURAL ROADS & URBAN ARTERIALS45 / 55 MPH500' ±RURAL ROADS60 / 65 MPH800' ±RURAL HIGHWAYS55 / 70 MPHFREEWAYS & EXPRESSWAYS25 MPH or LESS100' ±**URBAN STREETS1500' ±(OR PER THE MUTCD)*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGERAMPS, AT-GRADE INTERSECTIONS, AND DRIVEWAYS.**ADVANCED WARNING SIGNS IF FEASIBLE.SIGN SPACING = X (FEET)*TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS25303540455055606570MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET)155200250305360425-MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED > 45 MPHPOSTED SPEED < 45 MPHL=W•S (W = LANE WIDTH & S = POSTED SPEED)L=(W•S²)/60 (W = LANE WIDTH & S = POSTED SPEED)POSTED SPEED (MPH)LENGTH (FEET)---ROLL-AHEAD DISTANCE = R (FEET)R = 30' MINIMUM - 100' MAXIMUMMAXIMUM CHANNELIZING DEVICE SPACING (FEET)50 / 7035 / 4525 / 30206080404030POSTED SPEED (MPH)TAPERTANGENTROADNARROWSPHONE 206-684 -5444NAME OF FIRM XXX -XXX-XXXXWORKVEHICLE2' MIN11' MIN50' - 100'4' MIN4' MINL/2R7-T39W20-1W5-1W1-4LXXX11' MINHARDIE AVE SWRAINIER AVE SW20-1105 SW 7TH STPARCEL NO. 19230590171923059027PARCEL NO. 1923059104 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057© 2022 Microsoft Corporation © 2022 TomTom SITE LOCATIONSHEET INDEXSCOPE OF WORK:BEGINNING FROM EXISTING CTL VAULT ONTHE SOUTH SIDE OF S 7TH ST, BORE/TRENCHNEW CONDUIT WEST ALONG S 7TH ST TOHARDIE AVE SW. CONTINUE SOUTH ALONGHARDIE AVE SW TO PROPOSED VAULTLOCATION. PULL FIBER CABLE THROUGHOUT.Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 18NEW UNDERGROUNDNEW AERIAL SPAN520 FT.0 FT.BILL OF MATERIALSTOTAL FOOTAGE520 FT.ADDRESS: 105 SW 7TH ST, RENTON, WA 98057PROJECT NAME: EXTENET - NORTH RENTON - SEG 51 - PLANS1.COVER SHEET / SITE LOCATION2.LEGEND3.GENERAL NOTES4-6.DESIGN VIEWS A-C7.UNDERGROUND TYPICALSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSRANDAL BERNHARDTMGC TECHNICAL CONSULTING, INC.3305 MAIN ST, SUITE 009VANCOUVER, WA 98663C.206.618.8800RANDAL@MGCTECHNICAL.COMEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T. 951.400.9673DMENDOZA@EXTENETSYSTEMS.COMVIEW AVIEW BVIEW CSTARTEND DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 28#F#F#F##LEGEND DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057GENERAL NOTESKnow what'sbelow.before you dig.CallRGENERAL NOTES:UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTINGAND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGTHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THEDISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK ISFOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALLOTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.SPECIFICALLY STATED OTHERWISE.CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCHALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERINGALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHCONFIDENTIAL/PROPRIETARYSHEET: OF 38The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. hereby disclaims any responsibilityto third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewideCall-Before-You-Dig System to ascertain the location of underground utilities prior to performing any excavation.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORKSTANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATEAND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLESTANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIREINSPECTED AND APPROVED BY THE CITY OF RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TOBE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ONTHESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCALUTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTSUTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTHTHE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARDACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLETHE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDSTIMES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION,TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, ORALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESSFOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT ATRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIESWITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFICCONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BEHELD WITH CITY OF RENTON.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THEINTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVEDOR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALLCONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT ATTHE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF RENTON INSPECTOR AT ALL TIMES.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATIONALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TOTIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THETIME PERIOD APPROVED BY THE CITY OF RENTON.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16. DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057 20 SW 7TH STPARCEL NO.182305921165' 8'55'3'CONFIDENTIAL/PROPRIETARYSHEET: OF 48CONSTRUCTION NOTESMATCH TO SHEET5DESIGN VIEW A Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.11'18'15'11'69'16'49'5'24'12'13'SW 7TH STHARDIE AVE SW 707 RAINIER AVE SPARCEL NO.1923059027POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING SDOT. (BORE PROJECTS ONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.4PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.5PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.3PROPOSED INSTALL (1) 30" x 60" VAULT. PULL (1) 864FCABLE THROUGH AND INSTALL NEW SPLICE CASE. ATTACH(1) 144F CABLE AND COIL SLACK IN VAULT.1EXISTING CTL VAULT, CORE VAULT AND PLACE CONDUITFROM TRENCH. PULL (1) 864F CABLE THROUGH.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.2PROPOSED TRENCH (1) 4" CONDUIT, PULL (1) 864F CABLETHROUGH.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.12G3G4G5DG4D5D114'10'35' 2' 1' 1' 2' 3' 4' 5' 3' 1' 6'5'7'12 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 58CONSTRUCTION NOTES6PROPOSED INSTALL (1) 24" X 36" VAULT. CORE VAULT ANDPLACE CONDUIT FROM TRENCH, PULL 91) 144F CABLETHROUGH AND COIL SLACK IN VAULT.DESIGN VIEW B Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.69'16'49'5'24'12'13'HARDIE AVE SW707 RAINIER AVE SPARCEL NO. 1923059027105 SW 7TH STPARCEL NO. 1923059017MATCH TO SHEET 6 MATCH TO SHEET4POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING SDOT. (BORE PROJECTS ONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.4PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.5PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.ARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.4D5D5GDE6A4A5A4A6A4A5A61'5'157'45'28'3' 8' 8' 9' 5' 6' 2' 4' 5' 3'5'7'2'5'3 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 68CONSTRUCTION NOTESDESIGN VIEW C Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.71'18'48'5'24'25'1923059027PARCEL NO. 1923059104707 RAINIER AVE SPARCEL NO. 1923059027HARDIE AVE SWRAINIER AVE SMATCH TO SHEET5225 SW 7TH STPARCEL NO. 19230591046PROPOSED INSTALL (1) 24" X 36" VAULT. CORE VAULT ANDPLACE CONDUIT FROM TRENCH, PULL 91) 144F CABLETHROUGH AND COIL SLACK IN VAULT.POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROMEXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING SDOT. (BORE PROJECTS ONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.(WHEN WORKING WITHIN DRIP LINE OF TREES)3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.4PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.5PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.ARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.7PROPOSED TRENCH (3) 1 1/4" CONDUITS. PULL (1) 144FCABLE THROUGH.5G4G6A7AG59'6'4'3'9'9'11'12'7'4 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057UNDERGROUND TYPICALSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 78TYPICAL TRENCH IN SOIL DETAILSCALE: NTSEXISTING GROUNDWARNING TAPEBACKFILL(8" LAYERS)6" MIN.12"36" MIN. DEPTH4"BACKFILL(COMPACTED @ 90%)HDPE DUCTCLEAN BACKFILLBACKFILL(COMPACTED EARTH @ 90%)24"12"6"6"3' MIN.PANEL WIDTH PER PLAN12"MIN.12"MIN.3" HMA (CL 12") (MATCHEX. IF GREATER)EX. ASPHALT SURFACE11" HMA (CL 12" OR 1)6" MIN. COMPACT MINERALAGGREGATE TYPE 2COMPACTED BACKFILL6" SAND COVER6" SAND BEDDINGTYPICAL ASPHALT TRENCH DETAILSCALE: NTS24x36 VAULT DETAILSCALE: NTSTYPICAL CONCRETE TRENCH DETAILSCALE: NTS24"12"6"6"EX. CONCRETEREPLACE EX. CURBPER STD PLAN 410C6" MIN. TYPE 2 CRUSHEDROCKCOMPACTED BACKFILL6" SAND COVER6" SAND BEDDINGPANEL WIDTH PER PLAN12"MIN.12"MIN.ZONE OF INFLUENCE12" PCC CLASS 6.5 (CL 1-1/2")30" X 60" VAULT DETAILSCALE: NTSPOLYMER CONCRETECOVER WITHNON SKID LIDBOLT DOWNSTANDARD MARKINGCOVER LIFT PINBOLT DOWNSUPPORT BEAMPOLYMERCONCRETE FRAMEFIBERGLASS VAULT2 PIECE COVER24", 36",OR 48"30"34"36 34"66 34"64"60"1 34"1 34"33 12"63 34"31 34"FLOATINGNUT (8x) DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 51 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 51105 SW 7TH STRENTON, WA 98057SITE PHOTOGRAPHSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 88CONSTRUCTION NOTESPHOTO #1: FACING WEST ON THE SOUTH SIDE OF SW 7TH STPHOTO #2: FACING EAST ON THE SOUTH SIDE OF SW 7TH STPHOTO #3: FACING NORTH ON THE WEST SIDE OF HARDIE AVE SWPHOTO #4: FACING NORTH ON THE WEST SIDE OF HARDIE AVE SW4PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.5PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.3PROPOSED INSTALL (1) 30" x 60" VAULT. PULL (1) 864FCABLE THROUGH AND INSTALL NEW SPLICE CASE. ATTACH(1) 144F CABLE AND COIL SLACK IN VAULT.1EXISTING CTL VAULT, CORE VAULT AND PLACE CONDUITFROM TRENCH. PULL (1) 864F CABLE THROUGH.2PROPOSED TRENCH (1) 4" CONDUIT, PULL (1) 864F CABLETHROUGH.6PROPOSED INSTALL (1) 24" X 36" VAULT. CORE VAULT ANDPLACE CONDUIT FROM TRENCH, PULL 91) 144F CABLETHROUGH AND COIL SLACK IN VAULT.7PROPOSED TRENCH (3) 1 1/4" CONDUITS. PULL (1) 144FCABLE THROUGH.12345545554556745