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HomeMy WebLinkAboutMFP22005931.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22005931 IVR Number: 22005931 Permit Information Permit Name: ExteNet Systems - Fiber - NORTH RENTON - SEG 38A, 38B, 42, & 70 Address/Location:11/09/2022Application Date:2143701550Parcel Number: 469 MAPLE AVE SW Permit Type:12/16/2022Issue Date:Franchise Permit Work Class:12/18/2023Expiration Date:Major Utility Job Number: NORTH RENTON - SEG 38A, 38B, 42, & 70Franchise Type:Telephone Description: ExteNet Systems Inc. master franchise agreement, ORD 6013 NORTH RENTON SEG 38A, 38B, 42, & 70 BEGINNING FROM PROPOSED VAULT ON THE WEST SIDE OF MAPLE AVE SW, BORE/TRENCH NEW CONDUIT SOUTH ALONG MAPLE AVE SW THEN EAST ALONG SW 5TH PL TO THE INTERSECTION WITH EDWARDS ST. CONTINUE TO BORE/TRENCH NEW CONDUIT NORTH THEN EAST ALONG HARDIE AVE SW THEN EAST ALONG SW SUNSET BLVD. TO AN EXISTING VAULT. FROM EXISTING VAULT, BORE/TRENCH CONDUIT EAST ALONG SW SUNSET BLVD CONTINUING ONTO S 3RD ST. BORE CONDUIT SOUTH ACROSS S 3RD ST TO ANOTHER EXISTING VAULT. 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 MEINECKE CARL 469 MAPLE AVE SW RENTON , WA 98057 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 EXTENET - NORTH RENTON - SEG 38A, 38B, 42, 70 MFP22005931 469 MAPLE AVE SW UTILIGI COMMUNICATIONS RICK POWERS - RICK.POWERS@UTILIGI.COM 253-548-5936 111 NYBERG RD SW PACIFIC, WA PROPOSED OPEN TRENCH AND DIRECTIONAL DRILL ON HARDIE AVE SW, SW SUNSET BLVD, AND S 3RD ST TO FINAL PROPOSED VAULT LOCATION. PULL (1) 144F CABLE THROUGH. 98047 Scott Warlick CED 12/16/2022 Monday - Friday 8:00AM - 3:00PM 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) Travis Cureton 11/29/2022 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 16SHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE (FOR URBAN STREET)TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG HARDIE AVE SW (NORTH 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.SCOPE OF WORK:USE WORK AREA TO BORE/TRENCH CONDUIT,AND INSTALL EQUIPMENT. PULL FIBER CABLETHROUGH.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)TAPERTANGENTROADWORKAHEADSIGN LEGEND EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMRIGHTLANECLOSEDAHEADLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLKnow what'sbelow.before you dig.CallR11' MIN50' - 100'W20-5RW20-1XL/2W20-1W20-1W20-1W20-1WORKVEHICLEW1-4LXHARDIE AVE SWSW SUNSET BLVDSW L A N G S T O N R D HARDIE AVE SW2' MINNOTESPOTTER FLAGGERS TO PLACETEMPORARY ADA RAMPS AT THEENDS OF THE TRANSITION AREA ASNEEDED TO DETOUR PEDESTRIANSTHROUGH THE STAGING AREA.SPOTTER FLAGGERS ON SITE TOCONTROL/MONITOR PEDESTRIANSAS NEEDED WHILE WORK IS INPROGRESS.SPOTTER FLAGGER ON SITE TOCONTROL/MONITOR PEDESTRIANSAS NEEDED WHILE WORK IS INPROGRESS.MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 26SHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN STREET)TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG HARDIE AVE SW (NORTH 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.SCOPE OF WORK:USE WORK AREA TO ACCESS EXISTING VAULT,AND BORE/TRENCH CONDUIT. 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)TAPERTANGENTROADWORKAHEADSIGN LEGEND RIGHTLANECLOSEDAHEADLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLKnow what'sbelow.before you dig.CallRLWORKVEHICLE2' MINW20-1W20-1W20-5RW4-2RXXXW20-5RW20-1X W20-5RW20-1XW2 0 - 5 RW2 0 - 1X SPOTTER FLAGGES ON SITETO ESCORT PEDESTRIANSAROUND THE WORK AREASW SUNSET BLVDHA R D I E A V E S W SW LANGSTON RDNOTESPOTTER FLAGGERS TO PLACETEMPORARY ADA RAMPS AT THEENDS OF THE TRANSITION AREA ASNEEDED TO DETOUR PEDESTRIANSTHROUGH THE STAGING AREA.R3-6RMFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057STOPSTOPCONFIDENTIAL/PROPRIETARYSHEET: OF 36Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE REDUCTION (FOR URBAN STREET)TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG S 3RD 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 HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICES35 / 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)TAPERTANGENTPHONE 206-684 -5444NAME OF FIRM XXX -XXX-XXXXROADWORKAHEADSIGN LEGEND EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMWORKVEHICLE2' MINW20-1W5-1W1-4LXXXL/2R7-T39W16-7LS 3RD ST11' MINROADNARROWSSCOPE OF WORK:USE WORK AREA TO BORE/TRENCH CONDUIT,AND INSTALL EQUIPMENT. PULL FIBER CABLETHROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYW20-1W5-1W1-4LXXX111 S 3RD STPARCEL NO. 0007200165112 S 3RD STPARCEL NO. 0007200199RAINIER AVE S MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057STOPSTOPCONFIDENTIAL/PROPRIETARYSHEET: OF 46Know what'sbelow.before you dig.CallRCITY 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 HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICES35 / 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.COMS 3RD STWORKVEHICLE2' MINW1-4RW5-1XXW20-1XW16-7RR7-T39FLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLSPOTTER FLAGGERS ON SITE TOESCORT PEDESTRIANS AROUND THEWORK AREASCOPE OF WORK:USE WORK AREA TO BORE/TRENCH CONDUIT,AND INSTALL EQUIPMENT. PULL FIBER CABLETHROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITY111 S 3RD STPARCEL NO. 0007200165112 S 3RD STPARCEL NO. 0007200199RAINIER AVE SSHORT-TERM STATIONARY WORK ZONE - LANE REDUCTION WITH PEDESTRIAN ESCORT (FOR URBAN STREET)TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG S 3RD ST (EAST BOUND LANE)PHONE 206-684 -5444NAME OF FIRM XXX -XXX-XXXXROADWORKAHEADROADNARROWS11' MINW1-4RW5-1XXW20-1XSIGN LEGEND 50' - 100'NOTESPOTTER FLAGGERS TO PLACETEMPORARY ADA RAMPS AT THEENDS OF THE TRANSITION AREA ASNEEDED TO DETOUR PEDESTRIANSTHROUGH THE STAGING AREA.L/2MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 56Know what'sbelow.before you dig.CallRCITY 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.35 / 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.COMWORKVEHICLE W1-4RW5-1XXW20-1XR7-T39W16-7RS 3RD STSHATTUCK AVE S2' MIN11' MINLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLSCOPE OF WORK:USE WORK AREA TO BORE/TRENCH CONDUIT,AND INSTALL EQUIPMENT. PULL FIBER CABLETHROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYSHORT-TERM STATIONARY WORK ZONE - LANE REDUCTION WITH PEDESTRIAN ESCORT (FOR URBAN STREET)TRAFFIC CONTROL PLAN #5 - USE SET-UP WHERE APPLICABLE ALONG S 3RD ST (EAST BOUND LANE)PHONE 206-684 -5444NAME OF FIRM XXX -XXX-XXXXROADWORKAHEADROADNARROWSSIGN LEGEND NOTESPOTTER FLAGGERS TO PLACETEMPORARY ADA RAMPS AT THEENDS OF THE TRANSITION AREA ASNEEDED TO DETOUR PEDESTRIANSTHROUGH THE STAGING AREA.W1-4RW5-1XXW20-1XL/2SPOTTER FLAGGERS ON SITE TOESCORT PEDESTRIANS AROUND THEWORK AREAMFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 38A_38B_42_70 -TCP's.dwgNO.123----RMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.NORTH RENTON - SEG 38A, 38B, 42, & 70469 MAPLE AVE SWRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 66Know what'sbelow.before you dig.CallRCITY 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.35 / 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)TAPERTANGENTWORKVEHICLE S 3RD STSHATTUCK AVE SR7-T39W16-7L2' MIN11' MINEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLSCOPE OF WORK:USE WORK AREA TO BORE/TRENCH CONDUIT,AND INSTALL EQUIPMENT. PULL FIBER CABLETHROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYSHORT-TERM STATIONARY WORK ZONE - LANE REDUCTION WITH PEDESTRIAN ESCORT (FOR URBAN STREET)TRAFFIC CONTROL PLAN #6 - USE SET-UP WHERE APPLICABLE ALONG S 3RD ST (EAST BOUND LANE)PHONE 206-684 -5444NAME OF FIRM XXX -XXX-XXXXROADWORKAHEADROADNARROWSSIGN LEGEND NOTESPOTTER FLAGGERS TO PLACETEMPORARY ADA RAMPS AT THEENDS OF THE TRANSITION AREA ASNEEDED TO DETOUR PEDESTRIANSTHROUGH THE STAGING AREA.W1-4LW5-1XXW20-1XW1-4LW5-1XXW20-1XSPOTTER FLAGGERS ON SITE TOESCORT PEDESTRIANS AROUND THEWORK AREAL/2MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057© 2022 Mic rosof t Co rporat ion © 2022 TomTom SITE LOCATIONSHEET INDEXSCOPE OF WORK:BEGINNING FROM PROPOSED VAULT ON THEWEST SIDE OF MAPLE AVE SW, BORE/TRENCHNEW CONDUIT SOUTH ALONG MAPLE AVE SWTHEN EAST ALONG SW 5TH PL TO THEINTERSECTION WITH EDWARDS ST.CONTINUE TO BORE/TRENCH NEW CONDUITNORTH THEN EAST ALONG HARDIE AVE SWTHEN EAST ALONG SW SUNSET BLVD. TO ANEXISTING VAULT. FROM EXISTING VAULT,BORE/TRENCH CONDUIT EAST ALONG SWSUNSET BLVD CONTINUING ONTO S 3RD ST.BORE CONDUIT SOUTH ACROSS S 3RD ST TOANOTHER EXISTING VAULT. PULL FIBERCABLE THROUGHOUT.Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 113NEW UNDERGROUNDNEW AERIAL SPAN1612 FT.0 FT.BILL OF MATERIALSTOTAL FOOTAGE1612 FT.ADDRESS: 469 MAPLE AVE SW, RENTON, WA 98057PROJECT NAME: EXTENET - NORTH RENTON - SEG 38A, 38B, 42, & 70 - PLANS1.COVER SHEET / SITE LOCATION2.LEGEND3.GENERAL NOTES4-11.DESIGN VIEWS A-H12. UNDERGROUND TYPICALSSTARTENDCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSRANDAL 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.COMThis permit is for Major construction work in the ROW and will be billed at an additional$150/HR for inspections. After hours and weekend work will be billed at $175/HRPre-Construction meeting requiredMFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 213#F#F#F##LEGENDMFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, 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 313The 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.MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 413CONSTRUCTION NOTESMATCH TO SHEET5DESIGN VIEW A Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #13 FOR SITE PHOTOGRAPHS.2PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.1PROPOSED INSTALL (1) 24" x 36" VAULT. PULL (1) 144FCABLE THROUGH 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.RESTORATION NOTESGRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.ARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.3PROPOSED TRENCH (3) 1 1/4" CONDUITS. PULL (1) 144FCABLE THROUGH.2A1A3AHARDIE AVE SWSW SUNSET BLVD22'10'12'11'11'13' 11' 12' 11' 11' 6'3'6' 6'180'48'365 RENTON CENTER WAY SWPARCEL NO.1823059215PARCEL NO.1823059034MFP22005931Vault to be installedoutside of the dripline of the treesThis section of bore appears to beon private property. Additionalapproval may be needed from theproperty owner for this work. DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 513CONSTRUCTION NOTESDESIGN VIEW B Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #13 FOR SITE PHOTOGRAPHS.2PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.4PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.1PROPOSED INSTALL (1) 24" x 36" VAULT. PULL (1) 144FCABLE THROUGH 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.RESTORATION NOTESGRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.ARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.5EXISTING 24" x 36" VAULT PLACED UNDER A SEPARATEPERMIT. PULL (1) 144F CABLE THROUGH AND INSTALL NEWSPLICE CASE. ATTACH (1) 144F CABLE AND COIL SLACK INVAULT.3PROPOSED TRENCH (3) 1 1/4" CONDUITS. PULL (1) 144FCABLE THROUGH.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.MATCH TO SHEET 4 MATC H T O S H E E T 62A3DGE 2D4D5A5'3A2A4A7'9'9'12'6' 4' 2' 7' 9' 8' 14'10'13'10'11'12'16'216'153'60 SW SUNSET BLVDPARCEL NO. 182305910053 SW SUNSET BLVDPARCEL NO. 0007200209MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 613CONSTRUCTION NOTESMATCH TO SHEET5MATCH TO SHEET 7DESIGN VIEW C Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #13 FOR SITE PHOTOGRAPHS.SW SUNSET BLVD100'15'43'40'2'275 RAINIER AVE SPARCEL NO. 182305907953 SW SUNSET BLVDPARCEL NO. 00072002094PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.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.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.4D233'MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 713CONSTRUCTION NOTESMATCH TO SHEET 6 MATCH TO SHEET 8DESIGN VIEW D Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #13 FOR SITE PHOTOGRAPHS.S 3RD STRAINIER AVE S81' 28'23'23'8'300 RAINIER AVE SPARCEL NO. 0007200101250 RAINIER AVE SPARCEL NO.18230590634PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.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.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.4D248'MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057STOPCONFIDENTIAL/PROPRIETARYSHEET: OF 813CONSTRUCTION NOTESMATCH TO SHEET 7 MATCH TO SHEET 9DESIGN VIEW E Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #13 FOR SITE PHOTOGRAPHS.S 3RD ST61' 8'23'22'9'112 S 3RD STPARCEL NO. 0007200199111 S 3RD STPARCEL NO. 00072001652PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.4PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.1PROPOSED INSTALL (1) 24" x 36" VAULT. PULL (1) 144FCABLE THROUGH 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.RESTORATION NOTESGRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.4D2D4D2GG1G4G158'47'90'3MFP22005931Vault to be installed outsideof the drip line of the tree DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057STOPCONFIDENTIAL/PROPRIETARYSHEET: OF 913CONSTRUCTION NOTESMATCH TO SHEET 8 MATCH TO SHEET 10DESIGN VIEW F Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #13 FOR SITE PHOTOGRAPHS.111 S 3RD STPARCEL NO. 0007200165S 3RD ST200 S 3RD STPARCEL NO. 0007200119125 S 3RD STPARCEL NO. 00072001238'23'22'9'4PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.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.RESTORATION NOTESGRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.4G248'MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 1013CONSTRUCTION NOTESMATCH TO SHEET 9DESIGN VIEW G Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #13 FOR SITE PHOTOGRAPHS.200 S 3RD STPARCEL NO. 0007200119207 S 3RD STPARCEL NO. 000720017361'9'23'20'9'SW 3RD ST2PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.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.RESTORATION NOTESGRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.ARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.4G2G4DG2G3G5168'57'10'4PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.5EXISTING 24" x 36" VAULT PLACED UNDER A SEPARATEPERMIT. PULL (1) 144F CABLE THROUGH AND INSTALL NEWSPLICE CASE. ATTACH (1) 144F CABLE AND COIL SLACK INVAULT.3PROPOSED TRENCH (3) 1 1/4" CONDUITS. PULL (1) 144FCABLE THROUGH.4MFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057UNDERGROUND TYPICALSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 121324x36 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")12"6"6"DETERMINEDBY DEPTHOFUTILITY12'ØCOREDRILL2" HMA (CL 12") (MATCHEX. IF GREATER)EX. ASPHALT SURFACE11" HMA (CL 1")6" MIN. COMPACT MINERALAGGREGATE TYPE 2COMPACTED BACKFILL6" SAND COVER6" SAND BEDDINGTYPICAL ASPHALT POTHOLE (CORE DRILL) DETAILSCALE: NTS6"EXISTING UTILITYMFP22005931 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:MGC - EXTENET - NORTH RENTON - SEG38A_38B_42_70 - PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.EXTENET - NORTH RENTON - SEG 38A, 38B, 42, &70 469 MAPLE AVE SWRENTON, WA 98057SITE PHOTOGRAPHSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 1313CONSTRUCTION NOTESPHOTO #1: FACING SOUTH ON THE EAST SIDE OF HARDIE AVE SWPHOTO #2: FACING EAST ON THE SOUTH SIDE OF SW SUNSET BLVDPHOTO #3: FACING EAST ON THE SOUTH SIDE OF S 3RD STPHOTO #5: FACING EAST ON THE SOUTH SIDE OF S 3RD ST2PROPOSED 3' X 5' BORE PIT LOCATION. RESTORE SURFACEPER CITY OF RENTON STANDARDS.4PROPOSED DIRECTIONAL DRILL (3) 1 1/4" CONDUITS. PULL(1) 144F CABLE THROUGH.1PROPOSED INSTALL (1) 24" x 36" VAULT. PULL (1) 144FCABLE THROUGH AND COIL SLACK IN VAULT.5EXISTING 24" x 36" VAULT PLACED UNDER A SEPARATEPERMIT. PULL (1) 144F CABLE THROUGH AND INSTALL NEWSPLICE CASE. ATTACH (1) 144F CABLE AND COIL SLACK INVAULT.3PROPOSED TRENCH (3) 1 1/4" CONDUITS. PULL (1) 144FCABLE THROUGH.31242532442444235MFP22005931