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HomeMy WebLinkAboutMFP22005025.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22005025 IVR Number: 22005025 Permit Information Permit Name: ExteNet Systems - Fiber - NORTH RENTON - SEG 37A, 38B, & 71 Address/Location:09/22/2022Application Date:2143700055Parcel Number: 315 SW SUNSET BLVD Permit Type:11/18/2022Issue Date:Franchise Permit Work Class:11/20/2023Expiration Date:Major Utility Job Number: NORTH RENTON - SEG 37A, 38B, & 71Franchise Type:Telephone Description: PRE CONTSTRUCTION MEETING REQUIRED ExteNet Systems Inc. master franchise agreement, ORD 6013 NORTH RENTON SEG 37A, 38B, & 71 STARTING FROM A VAULT PLACED ON THE SOUTH SIDE OF S SUNSET BLVD NEAR THE INTERSECTION WITH LIND AVE SW, BORE/TRENCH CONDUIT EAST ALONG SW SUNSET BLVD PAST THE INTERSECTION WITH HARDIE AVE SW TO PROPOSED VAULT LOCATION. PULL FIBER CABLE THROUGHOUT. STARTING AT AN EXISTING VAULT, PLACED UNDER A SEPARATE PERMIT, ON THE SOUTH SIDE OF S 3RD ST. BORE/TRENCH CONDUIT EST ALONG SW 3RD ST TO PROPOSED VAULT NEAR THE INTERSECTION WITH MORRIS AVE S. PULL FIBER CABLE THROUGHOUT. Contacts Name Address PhoneTypeBilling MGC Permits MGC Technical 6244 185th AVE NE, STE 250 REDMOND, WA 98052 ApplicantX Rachel Fenton Extenet Systems LLC 3030 Warrenville Road Warrenville Rd, Suite 340 Lisle, IL 60532 Applicant Rick Powers Utiligi Communications LLC 111 Nyberg Rd SW Pacific, WA 98390 B: (253) 548-5936Contractor Business License Number: 50846Construction Contractor: UTILIL*808CO MATHEWSON R KIRK 10510 NORTHUP WAY #300 KIRKLAND , WA 98033 Owner Accounts Payable attn. Rachel Fenton 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 DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN 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 TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 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. ☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐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. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 315 SW SUNSET BLVD Monday Friday 8:00am 3:00pm PROPOSED OPEN TRENCH AND DIRECTIONAL DRILL ON SW SUNSET BLVD TO FINAL PROPOSED VAULT LOCATION. PULL (1) 144F CABLE THROUGH. UTILIGI COMMUNICATIONS 253 548 5936 RICK POWERS RICK.POWERS@UTILIGI.COM 111 NYBERG RD SW PACIFIC, WA 98047 MFP22005025 Scott Warlick CED 11/18/2022 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 APPLICANT AGREES TO ALL THE FOLLOWING: •TCP must be approved prior to commencing the work, and all permit conditions shall be met. •Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. •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. •The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. •Emergency services (253-852-2121) shall be notified 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. •TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). •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 RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 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 Applicant’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 the City within the scope of this Agreement, Applicant 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. •Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. •Approved Temporary TCP 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. •Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: •Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. •Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. •The cover sheet of this TCP 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; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date Chris Atkinson 09/06/2022 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 18Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG SW SUNSET BLVD (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 CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING 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)TAPERTANGENTROADWORKAHEADSIGN LEGEND FLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMRIGHTLANECLOSEDAHEADWORKVEHICLEW20-1W20-5RW4-2RXXX50' - 100'LW20-1SW SUNSET BLVDLI N D A V E S WW20-1SPOTTER FLAGGERSON SITE TO ESCORTPEDESTRIANS AROUNDTHE WORK AREA315 SW SUNSET BLVDPARCEL NO. 2143700055215 SW SUNSET BLVDPARCEL NO. 2143700021MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057FLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 28Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG SW SUNSET BLVD (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. PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING 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)TAPERTANGENTROADWORKAHEADSIGN LEGEND RIGHTLANECLOSEDAHEADWORKVEHICLE W20-1W20-5RW4-2RXXXSW SUNSET BLVDM A P L E A V E S WSPOTTER FLAGGERSON SITE TO ESCORTPEDESTRIANS AROUNDTHE WORK AREALW20-1W20-1203 SW SUNSET BLVDPARCEL NO. 2143700019215 SW SUNSET BLVDPARCEL NO. 2143700021MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057FLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 38Know 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 SW SUNSET BLVD (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. PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING 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)TAPERTANGENTROADWORKAHEADSIGN LEGEND RIGHTLANECLOSEDAHEADWORKVEHICLE W20-1W20-5RXW20-5RW20-1X W20-1W20-1150 SW SUNSET BLVDPARCEL NO.8663500005PARCEL NO. 1823059034SW SUNSET BLVDW20-1SPOTTER FLAGGERSON SITE TO ESCORTPEDESTRIANS AROUNDTHE WORK AREAHARDIE AVE SWSW LANGSTON RDMFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 48Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG SW SUNSET BLVD (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 CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING 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)TAPERTANGENTROADWORKAHEADSIGN LEGEND RIGHTLANECLOSEDAHEADWORKVEHICLELW20-1W20-5RW4-2RXXW4-2RW20-5RW20-1X X W20-1W20-1W20-5RXW20-5RW20-1X SW SUNSET BLVDHAR D I E A V E S W SW LANGSTON RD53 SW SUNSET BLVDPARCEL NO. 000720020960 SW SUNSET BLVDPARCEL NO. 1823059100150 SW SUNSET BLVDPARCEL NO.8663500005MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 58Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - PARKING CLOSURE WITH PEDESTRIAN DETOUR (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #5 - USE SET-UP WHERE APPLICABLE ALONG S 3RD ST (EAST 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 ACCESSEXISTING VAULT, AND TO BORE/TRENCHCONDUIT. PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH 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)TAPERTANGENTROADWORKAHEADSIGN LEGEND WORKVEHICLE2' MIN11' MINR7-T39W20-1W20-1PHONE 206-684-5444NAME OF FIRM XXX -XXX -XXXXSIDEWALK CLOSEDUSE OTHER SIDESIDEWALK CLOSEDCROSS HERER9-11aR9-10S 3RD STSHATTUCK AVE S207 S 3RD STPARCEL NO. 0007200173200 S 3RD STPARCEL NO. 0007200119 301 S 3RD STPARCEL NO. 7841300020MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057EXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 68Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #6 - USE SET-UP WHERE APPLICABLE ALONG S 3RD ST (EAST 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. PULL FIBER CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYHIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1ARROW BOARD - SEQUENTIALCHEVRON MODE (REQUIRED)CHANNELIZING 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)TAPERTANGENTSIGN LEGEND S 3RD STSHATTUCK AVE S207 S 3RD STPARCEL NO. 0007200173200 S 3RD STPARCEL NO. 0007200119 301 S 3RD STPARCEL NO. 7841300020WORKVEHICLER7-T39LW20-1W20-5LW4-2LXXXW20-1W20-5LW4-2LXXXROADWORKAHEADLEFTLANECLOSEDAHEADPHONE 206-684-5444NAME OF FIRM XXX-XXX -XXXXMFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 78Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE REDUCTION WITH MULTI-LANE SHIFT WITH PEDESTRIAN DETOUR (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #7 - USE SET-UP WHERE APPLICABLE ALONG S 3RD ST (EAST 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 CITYHIGH 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)TAPERTANGENTSIGN LEGEND ROADWORKAHEADPHONE 206-684-5444NAME OF F IRM XXX -XXX-XXXXWORKVEHICLE11' MIN11' MIN11' MINL/2R7-T39S 3RD STSHATTUCK AVE S WHITWORTH AVE S W20-1W1-4RXXW20-1W1-4RXXROADNARROWSW5-1W20-1X W5-1W20-1X SIDEWALK CLOSEDCROSS HEREEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST340 LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMR9-11aR9-11a 301 S 3RD STPARCEL NO. 7841300020 316 S 3RD STPARCEL NO. 7841800115 315 S 3RD STPARCEL NO. 784130001511' MINW16-7RMFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -TCPs.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, & 71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 88Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #8 - USE SET-UP WHERE APPLICABLE ALONG S 3RD ST (EAST 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 CITYHIGH 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)TAPERTANGENTSIGN LEGEND ROADWORKAHEADPHONE 206-684 -5444NAME OF FIRM XXX-XXX -XXXXSIDEWALK CLOSEDCROSS HEREEXTENET CONTACT:DANIEL MENDOZA3030 WARRENVILLE RD ST 340LISLE, IL 60532T.951.400.9673DMENDOZA@EXTENETSYSTEMS.COMWORKVEHICLE2' MIN11' MINW20-1W20-1W20-1W20-1S 3RD STWHITWORTH AVE S MORRIS AVE S423 S 3RD STPARCEL NO. 7840800005413 S 3RD STPARCEL NO. 7840800020 410 S 3RD STPARCEL NO.7841800155 316 S 3RD STPARCEL NO. 7841800115R7-T39R9-11aR9-11aMFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057© 2022 Microsoft Corporation © 2022 TomTom SITE LOCATIONSHEET INDEXSCOPE OF WORK:STARTING FROM A VAULT PLACED ON THESOUTH SIDE OF S SUNSET BLVD NEAR THEINTERSECTION WITH LIND AVE SW,BORE/TRENCH CONDUIT EAST ALONG SWSUNSET BLVD PAST THE INTERSECTION WITHHARDIE AVE SW TO PROPOSED VAULTLOCATION. PULL FIBER CABLE THROUGHOUT.STARTING AT AN EXISTING VAULT, PLACEDUNDER A SEPARATE PERMIT, ON THE SOUTHSIDE OF S 3RD ST. BORE/TRENCH CONDUITEST ALONG SW 3RD ST TO PROPOSED VAULTNEAR THE INTERSECTION WITH MORRIS AVES. PULL FIBER CABLE THROUGHOUT.Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 114NEW UNDERGROUNDNEW AERIAL SPAN2002 FT.0 FT.BILL OF MATERIALSTOTAL FOOTAGE2002 FT.ADDRESS: 315 SW SUNSET BLVD, RENTON, WA 98057PROJECT NAME: EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 - PLANS1. COVER SHEET / SITE LOCATION2. LEGEND3. GENERAL NOTES4-12.DESIGN VIEWS A-I13. UNDERGROUND TYPICALS14.SITE PHOTOGRAPHSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSRANDAL 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 CVIEW DVIEW EVIEW FVIEW GVIEW HVIEW IMFP22005025This 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 required DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 214#F#F#F##LEGENDMFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, 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 314The 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.AERIAL NOTES1.ALL CONSTRUCTION IS TO BE PREFORMED TO INDUSTRY ACCEPTABLE STANDARDS.2.ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENTS TO BE DOCUMENTED AT THE TIME OF CONSTRUCTION.3.6.6M STRAND TO BE USED WITH STANDARD 5/8" POLE LINK HARDWARE UNLESS OTHERWISE SPECIFIED BOND STRAND TOPOWER MAIN WHERE APPLICABLE.4.ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE5.IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC ALONG WITH APPLICABLE LOCAL & REGIONALGOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PRINTS IS TO BEVALIDATED WITH THE DESIGNER OR OWNER PRIOR TO CONSTRUCTION.6.ALL PVC OR HDPE CONDUITS ARE TO BE PLUGGED WITH COMPRESSION STYLE PLUGS. ANY CONDUITS CONTAINING FIBERCABLE REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUIT AROUND THE CABLE.MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 414CONSTRUCTION NOTESMATCH TO SHEET 3DESIGN VIEW A Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #14 FOR SITE PHOTOGRAPHS.215 SW SUNSET BLVDPARCEL NO. 2143700021SW SUNSET BLVD315 SW SUNSET BLVDPARCEL NO. 214370005535'23'33'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 GASFACILITIES. MAINTAIN 1’ VERTICAL AND 3’ HORIZONTALCLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.3PROPOSED 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.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.2PROPOSED TRENCH (3) 1 1/4" CONDUITS, PULL (1) 144FCABLE THROUGH.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.1D2D3G4G4'151'3'3'4'1'2'29'3'1MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 514CONSTRUCTION NOTESMATCH TO SHEET 6DESIGN VIEW B Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #14 FOR SITE PHOTOGRAPHS.ARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.SW SUNSET BLVDMATCH TO SHEET 4203 SW SUNSET BLVDPARCEL NO. 2143700019215 SW SUNSET BLVDPARCEL NO. 2143700021M A P L E A V E S W 31'24'34'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 GASFACILITIES. MAINTAIN 1’ VERTICAL AND 3’ HORIZONTALCLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.3PROPOSED 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.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.2PROPOSED TRENCH (3) 1 1/4" CONDUITS, PULL (1) 144FCABLE THROUGH.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.4G3G2GA3A4GD157'21'55'14'2'1'1'2'2'3'4'2'3'4'1'2'27'28'7' 5' 2'4'MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 614CONSTRUCTION NOTESMATCH TO SHEET 7DESIGN VIEW C Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #14 FOR SITE PHOTOGRAPHS.ARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.SW SUNSET BLVDMATCH TO SHEET 5 150 SW SUNSET BLVDPARCEL NO. 8663500005220 SW SUNSET BLVDPARCEL NO. 8663500135POTHOLE 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 GASFACILITIES. MAINTAIN 1’ VERTICAL AND 3’ HORIZONTALCLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.3PROPOSED 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.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.2PROPOSED TRENCH (3) 1 1/4" CONDUITS, PULL (1) 144FCABLE THROUGH.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.4A3A1A2AGE3D4D40'15'207'1'6'8'9'3'4'5'6'6'8'7'23'MFP22005025Vault shall beinstalled outside ofthe dripline of thetrees DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 714CONSTRUCTION NOTESMATCH TO S H E E T 8DESIGN VIEW D Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #14 FOR SITE PHOTOGRAPHS.HA R D I E A V E S W SW SUNSET BLVD34'35'34'PARCEL NO. 1823059034150 SW SUNSET BLVDPARCEL NO.8663500005MATCH TO SHEET 6 ARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.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 GASFACILITIES. MAINTAIN 1’ VERTICAL AND 3’ HORIZONTALCLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.3PROPOSED 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.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.2PROPOSED TRENCH (3) 1 1/4" CONDUITS, PULL (1) 144FCABLE THROUGH.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.4D3D2AEG3A1A4AGED28'19'31'168'3'5'6'2'3'1'3' 3'MFP22005025Vault shall be installedoutside of the driplineof the trees DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 814CONSTRUCTION NOTESDESIGN VIEW E Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #14 FOR SITE PHOTOGRAPHS.MATCH TO SHEET7101'2'40'40'18'SW SUNSET BLVD60 SW SUNSET BLVDPARCEL NO. 182305910053 SW SUNSET BLVDPARCEL NO. 0007200209ARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.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 GASFACILITIES. MAINTAIN 1’ VERTICAL AND 3’ HORIZONTALCLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.3PROPOSED 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.5PROPOSED INSTALL (1) 24" x 36" VAULT AND SPLICE CASE.PULL (1) 144F CABLE THROUGH AND ATTACH TO SPLICECASE, COIL SLACK IN VAULT.RESTORATION NOTES3A4A5A14'145'4' 4' 8' 8' 9' 11'4'3MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 914CONSTRUCTION NOTESDESIGN VIEW F Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #14 FOR SITE PHOTOGRAPHS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.MATCH TO SHEET 10 200 S 3RD STPARCEL NO. 0007200119207 S 3RD STPARCEL NO. 000720017361'9'23'20'9'SW 3RD STPOTHOLE 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 GASFACILITIES. MAINTAIN 1’ VERTICAL AND 3’ HORIZONTALCLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.3PROPOSED 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.6EXISTING 24" x 36" VAULT AND SPLICE CASE PLACEDUNDER SEPARATE PERMIT. PULL (1) 144F CABLE THROUGHAND ATTACH TO SPLICE CASE, COIL SLACK IN VAULT.RESTORATION NOTES3G4GD3D4D639'70'18'5' 10' 12' 14' 19' 4'4MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 1014CONSTRUCTION NOTESMATCH TO SHEET 9DESIGN VIEW G Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #14 FOR SITE PHOTOGRAPHS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.MATCH TO SHEET 11SW 3RD ST61' 9'22'23'7' SHATTUCK AVE 301 S 3RD STPARCEL NO. 7841300020 315 S 3RD STPARCEL NO. 7841300015 316 S 3RD STPARCEL NO. 78418001155'23'22'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 GASFACILITIES. MAINTAIN 1’ VERTICAL AND 3’ HORIZONTALCLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.3PROPOSED 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.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.2PROPOSED TRENCH (3) 1 1/4" CONDUITS, PULL (1) 144FCABLE THROUGH.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.4D3G1G3D2DEG4G106'18'142'5'16'12'3' 3' 8' 9' 2' 3'5MFP22005025Vault shall be installedoutside of the drip lineof the tree DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 1114CONSTRUCTION NOTESMATCH TO SHEET 10DESIGN VIEW H Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #14 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 12 61' 10'21'23'8' 401 S 3RD STPARCEL NO. 7840800035 405 S 3RD STPARCEL NO. 7840800030 413 S 3RD STPARCEL NO. 7840800020 410 S 3RD STPARCEL NO.7841800155 400 S 3RD STPARCEL NO. 7841800140 316 S 3RD STPARCEL NO. 7841800115S 3RD STWHITWORTH AVE S61'11'18'14'17'ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.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 GASFACILITIES. MAINTAIN 1’ VERTICAL AND 3’ HORIZONTALCLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.3PROPOSED 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.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.2PROPOSED TRENCH (3) 1 1/4" CONDUITS, PULL (1) 144FCABLE THROUGH.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.4G4G3G3G1G3D4D2DEG3D2DGE58'12'76'12'114'1'1'2'6'7'6' 3'8'3' 5' 6' 1'MFP22005025vault shall beinstalled outside ofthe drip line of the tree DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 1214CONSTRUCTION NOTESMATCH TO SHEET 11DESIGN VIEW I Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #14 FOR SITE PHOTOGRAPHS.62' 9'22'22'9' MORRIS AVE S 3RD ST61'3'21'21'16'505 S 3RD STPARCEL NO. 7839800035280 MORRIS AVE SPARCEL NO. 7841800183413 S 3RD STPARCEL NO. 7840800020415 S 3RD STPARCEL NO. 7840800010423 S 3RD STPARCEL NO. 7840800005ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.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 GASFACILITIES. MAINTAIN 1’ VERTICAL AND 3’ HORIZONTALCLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.5.ALL CONDUIT INSTALLED IN ROADWAY WILL BE SCHEDULE 80OR EQUIVALENT.3PROPOSED 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.RESTORATION NOTESDRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.4G3G1G96'1'1'5'7'6MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057UNDERGROUND TYPICALSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 1314TYPICAL 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")MFP22005025 DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123DRAWING NAME:CLIENT PROJECT MANAGER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:EXTENET - NORTH RENTON - SEG 37A, 38B, & 71 -PLANS.dwgNO.123----RMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057DANIEL MENDOZAMGC TECHNICAL CONSULTING INC.SEG 37A, 38B, &71315 SW SUNSET BLVDRENTON, WA 98057SITE PHOTOGRAPHSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 1414CONSTRUCTION NOTESPHOTO #1: FACING NORTHEAST ON THE SOUTH SIDE OF SW SUNSET BLVDPHOTO #2: FACING NORTHEAST ON THE SOUTH SIDE OF SW SUNSET BLVDPHOTO #3: FACING EAST ON THE SOUTH SIDE OF SW SUNSET BLVDPHOTO #4: FACING EAST ON THE SOUTH SIDE OF S 3RD STPHOTO #5: FACING WEST ON THE NORTH SIDE OF S 3RD STPHOTO #6: FACING WEST ON THE NORTH SIDE OF S 3RD ST3PROPOSED 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.2PROPOSED TRENCH (3) 1 1/4" CONDUITS, PULL (1) 144FCABLE THROUGH.5PROPOSED INSTALL (1) 24" x 36" VAULT AND SPLICE CASE.PULL (1) 144F CABLE THROUGH AND ATTACH TO SPLICECASE, COIL SLACK IN VAULT.6EXISTING 24" x 36" VAULT AND SPLICE CASE PLACEDUNDER SEPARATE PERMIT. PULL (1) 144F CABLE THROUGHAND ATTACH TO SPLICE CASE, COIL SLACK IN VAULT.12341323443563434413234314MFP22005025