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Home My WebLink AboutMFP21004836.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP21004836 IVR Number: 21004836 Permit Information Permit Name: ExteNet Systems - Fiber - SOUTH RENTON - PHASE 2 - SEG 10 - S-007393 P-023580Address/Location:10/06/2021Application Date:3123059169Parcel Number: 601 SW 41ST ST Permit Type:10/25/2021Issue Date:Franchise Permit Work Class:10/25/2022Expiration Date:Major Utility Job Number: PHASE 2 - SEG 10 - S-007393 P-023580Franchise Type:Telephone Description: ExteNet Systems Inc. master franchise agreement, ORD 6013 SOUTH RENTON PHASE 2 SEG 10 S 007393 P 023580 OPEN TRENCH/ DIRECTIONAL BORE WEST FROM EXISTING CTL/LUMEN TO EXISTING CTL/LUMEN VAULT. INSTALL CONDUIT AND 233LA VAULT. PULL (1) 864F CABLE THROUGH. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Michael Smith North Sky Communications 21320 84th Ave S Kent, WA 98032 Applicant Rachel Fenton Extenet Systems LLC 3030 Warrenville Rd Lisle, IL 60532 Applicant MGC Permits MGC Technical 6244 185th AVE NE, STE 250 REDMOND, WA 98052 ApplicantX Michael Smith Dycom Industries dba North Sky 11818 SE Mill Plain Blvd, SUITE 410 Vancouver, WA 98684 C: (206) 305-5881Contractor Business License Number: 36846Construction Contractor: NORTHSC857Q4 IKEA NORTH AMERICA SERVICES 420 ALAN WOOD RD CONSHOHOCKEN , PA 19428 Owner General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES MFP21004836 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 10/25/2021 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - TCPs.dwgPERMIT NUMBER: RCONFIDENTIAL/PROPRIETARYSHEET: OF 14Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - SINGLE LANE CLOSURE WITH PEDESTRIAN DETOUR (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG SW 43RD ST (EAST BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK AREA TO 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 NORTH SKY COMMUNICATIONS, LLCCONTACT:MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C.206.305.5881MSMITH@NORTHSKY.COMWORKVEHICLE LW20-1W20-5RW4-2RXXXRIGHTLANECLOSEDAHEAD50' - 100'SW 43RD ST8301 S 180TH STPARCEL NO.3623049005800 SW 41ST STPARCEL NO.3623049113SIDEWALKCLOSEDR9-11aR9-9SIDEWALK CLOSEDCROSS HERER9-11aPLACE SIGN AT NEAREST INTERSECTION / PATHWAYW20-1MFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - TCPs.dwgPERMIT NUMBER: RNORTH SKY COMMUNICATIONS, LLCCONTACT:MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C.206.305.5881MSMITH@NORTHSKY.COMLW20-1W20-5RW4-2RXXXRIGHTLANECLOSEDAHEAD50' - 100'SW 43RD STW20-1CONFIDENTIAL/PROPRIETARYSHEET: OF 24Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - SINGLE LANE CLOSURE (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG SW 43RD ST (EAST BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK AREA TO BORE/TRENCHCONDUIT & INSTALL NEW 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 WORKVEHICLE 8441 S 180TH STPARCEL NO.3123059129800 SW 43RD STPARCEL NO.3623049113MFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - TCPs.dwgPERMIT NUMBER: RNORTH SKY COMMUNICATIONS, LLCCONTACT:MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C.206.305.5881MSMITH@NORTHSKY.COMCONFIDENTIAL/PROPRIETARYSHEET: OF 34Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - SINGLE LANE CLOSURE (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG SW 43RD ST (EAST BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK AREA TO BORE/TRENCHCONDUIT & INSTALL NEW 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 WORKVEHICLELW20-1W20-5RW4-2RXXXRIGHTLANECLOSEDAHEADSW 43RD STW20-150' - 100'8441 S 180TH STPARCEL NO.3123059129601 SW 41ST STPARCEL NO.3123059169MFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - TCPs.dwgPERMIT NUMBER: RNORTH SKY COMMUNICATIONS, LLCCONTACT:MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C.206.305.5881MSMITH@NORTHSKY.COMLW20-1W20-5RW4-2RXXXRIGHTLANECLOSEDAHEADSW 43RD STW20-1CONFIDENTIAL/PROPRIETARYSHEET: OF 44Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - SINGLE LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN ROADWAY)TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG SW 43RD ST (EAST BOUND LANE)CITY OF RENTON TCP REQUIREMENTS1.SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD.2.PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES.3.NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOPIMPACTS.4.MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TOPROTECT WORKERS (RECOMMENDED).5.MAINTAIN 11' VEHICLE TRAVEL LANE WIDTH AT ALL TIMES.6.MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS.7.MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING INTHEIR VICINITY.8.FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAINOPEN SIDEWALKS AND ADA RAMPS.9.IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TOPROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA ASDEFINED BY THE MUTCD.10.ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.LEGEND SCOPE OF WORK:USE PROPOSED WORK AREA TO 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 WORKVEHICLE50' - 100'FLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLNOTESPOTTER FLAGGERS TO ESCORTPEDESTRIANS AROUND THE WORKAREA.8621 S 180TH STPARCEL NO.3123059121601 SW 41ST STPARCEL NO.3123059169MFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - PLANS.dwgPERMIT NUMBER: RSITE LOCATIONSHEET INDEXSCOPE OF WORK:OPEN TRENCH/ DIRECTIONAL BORE WESTFROM EXISTING CTL/LUMEN TO EXISTINGCTL/LUMEN VAULT. INSTALL CONDUIT AND233LA VAULT. PULL (1) 864F CABLE THROUGH.Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 18ADDRESS: 8301 S 180TH ST, RENTON, WA 98057PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10 - S-007393 P-023580 - PLANS1. COVER SHEET / SITE LOCATION2. LEGEND3. GENERAL NOTES4.-6. DESIGN VIEWS A-C7. UNDERGROUND TYPICALS8. SITE PHOTOSCONTACTSMATT FRASERMGC TECHNICAL CONSULTING, INC.6244 185TH AVE NEREDMOND, WA 98052C.206.618.5254MATT@MGCTECHNICAL.COMNORTH SKY COMMUNICATIONS,LLC CONTACT:MICHAEL SMITH22517 88TH AVE SKENT, WA 98031C.206.305.5881MSMITH@NORTHSKY.COMSH E E T 4 S H E E T 6 S H E E T 5 This permit is for Major construction work in the ROW and will be billed at an additional$60/HR for inspections. After hours and weekend work will be billed at $125/HRMFP21004836POTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - PLANS.dwgPERMIT NUMBER: RKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 28#F#F#F##LEGENDMFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - PLANS.dwgPERMIT NUMBER: RGENERAL NOTESKnow what'sbelow.before you dig.CallRGENERAL NOTES:UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTINGAND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGTHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THEDISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK ISFOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALLOTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.SPECIFICALLY STATED OTHERWISE.CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCHALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERINGALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHCONFIDENTIAL/PROPRIETARYSHEET: OF 38The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. hereby disclaims any responsibilityto third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewideCall-Before-You-Dig System to ascertain the location of underground utilities prior to performing any excavation.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORKSTANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATEAND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLESTANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIREINSPECTED AND APPROVED BY THE CITY OF RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TOBE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ONTHESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCALUTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTSUTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTHTHE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARDACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLETHE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDSTIMES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION,TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, ORALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESSFOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT ATRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIESWITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFICCONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BEHELD WITH CITY OF RENTON.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THEINTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVEDOR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALLCONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT ATTHE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF RENTON INSPECTOR AT ALL TIMES.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATIONALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TOTIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THETIME PERIOD APPROVED BY THE CITY OF RENTON.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.MFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - PLANS.dwgPERMIT NUMBER: RCONFIDENTIAL/PROPRIETARYSHEET: OF 48DESIGN VIEW A CONSTRUCTION NOTES1EXISTING CTL VAULT. MATCH TO SOUTH RENTON - PHASE2 - EG 10 - S-007393 P-023580 - CTL PLANS.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.Know what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 5 SW 43RD STOAKDALE AVE SW8301 S 180TH STPARCEL NO.3623049005800 SW 41ST STPARCEL NO.362304911380'28'28'12'11'11'10'11'2PROPOSED OPEN TRENCH (1) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 864F CABLE THROUGH.3PROPOSED (1) 4X6 BORE PIT. REPAIR SURFACE PER CITY OFRENTON STANDARDS.4PROPOSED BORE (1) 4" CONDUIT, REPAIR SURFACE AS PERCITY OF RENTON STANDARDS. PULL (3) 1.25 INNERDUCTAND (1) 864F CABLE THROUGH.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.MATCH TO SOUTH RENTON - PHASE 2 - SEG 10 - S-007393 P-023580 - CTL PLANS 12ADEG13D433'166'2' 4' 5' 25' 10' 11' 15' 5'MFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - PLANS.dwgPERMIT NUMBER: RCONFIDENTIAL/PROPRIETARYSHEET: OF 58DESIGN VIEW B CONSTRUCTION NOTESKnow what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.8441 S 180TH STPARCEL NO.3123059129OAKDALE AVE SWMATCH TO SHEET 6 MATCH TO SHEET 4 601 SW 41ST STPARCEL NO.3123059169800 SW 43RD STPARCEL NO.3623049113SW 43RD ST79'28'27'13'10'11'10'11'2PROPOSED OPEN TRENCH (1) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 864F CABLE THROUGH.3PROPOSED (1) 4X6 BORE PIT. REPAIR SURFACE PER CITY OFRENTON STANDARDS.4PROPOSED BORE (1) 4" CONDUIT, REPAIR SURFACE AS PERCITY OF RENTON STANDARDS. PULL (3) 1.25 INNERDUCTAND (1) 864F CABLE THROUGH.5PROPOSED OPEN TRENCH (2) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 864F CABLE THROUGH.6PROPOSED (1) 233LA VAULT. CORE VAULT AND PLACECONDUIT. REPAIR SURFACE AS PER CITY OF RENTONSTANDARDS. COIL (1) 864F CABLE THROUGH.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.243D465ADE3D465ADE5'5'11'15'1'9'5'11'15'25' 18'11'5' 18'91'8'196'85'21' 15'MFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - PLANS.dwgPERMIT NUMBER: RCONFIDENTIAL/PROPRIETARYSHEET: OF 68DESIGN VIEW C CONSTRUCTION NOTESKnow what'sbelow.before you dig.CallR#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.MATCH TO SHEET 5 88TH AVE S8621 S 180TH STPARCEL NO.31230591218441 S 180TH STPARCEL NO.3123059129601 SW 41ST STPARCEL NO.3123059169SW 43RD ST80'42'27'13'10'11'23'11'1EXISTING CTL VAULT. MATCH TO SOUTH RENTON - PHASE2 - EG 10 - S-007393 P-023580 - CTL PLANS.2PROPOSED OPEN TRENCH (1) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 864F CABLE THROUGH.3PROPOSED (1) 4X6 BORE PIT. REPAIR SURFACE PER CITY OFRENTON STANDARDS.4PROPOSED BORE (1) 4" CONDUIT, REPAIR SURFACE AS PERCITY OF RENTON STANDARDS. PULL (3) 1.25 INNERDUCTAND (1) 864F CABLE THROUGH.RESTORATION NOTESARESTORE LANDSCAPE PER CITY OF RENTONSTANDARDS.DRESTORE ASPHALT PER CITY OF RENTONSTANDARDS.ERESTORE CURB & GUTTER PER CITY OF RENTONSTANDARDS.GRESTORE SIDEWALK PANEL PER CITY OFRENTON STANDARDS.343D2ADEG15'15'18'14'141'31'7' MATCH TO SOUTH RENTON - PHASE 2 - SEG 10 - S-007393 P-023580 - CTL PLANS MFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - PLANS.dwgPERMIT NUMBER: RKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 78UNDERGROUND TYPICALS233LA VAULT DETAILSCALE: NTSVAULTNo. 233-BLMANHOLE COVERAND FRAMELOADING: BUILT TOAN H2O RATING UPTO 150 KIPTYPICAL 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: NTS6" MNRL AGG TYPE 2(COMPACTED AS SPECIFIEDIN CONTRACT DOCUMENTS)TYPICAL CONCRETE SIDEWALK PANEL CROSS SECTION DETAILSCALE: NTSNEW PANEL-MATCH EXISTINGEXPAND TO JOINTMATCH EXISTING24"12"6"6"6" MIN. TYPE 2 CRUSHEDROCKCOMPACTED BACKFILL6" SAND COVER6" SAND BEDDINGMFP21004836 NO.123PROJECT NAME: EXTENET SOUTH RENTON - PHASE 2 - SEG 10NORTH SKY COMMUNICATIONS ENGINEER: MICHAEL SMITHENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 8301 S 180TH ST RENTON, WA 98057DRAWING NAME: NORTHSKY - PHASE 2 - SEG 10 - S-007393 P-023580 - PLANS.dwgPERMIT NUMBER: RSITE PHOTOGRAPHSCONSTRUCTION NOTESKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 88PHOTO #1: FACING NORTH ON SOUTH SIDE OF SW 43RD STPHOTO #2: FACING WEST ON SOUTH SIDE OF SW 43RD STPHOTO #3: FACING WEST ON SOUTH SIDE OF SW 43RD ST1EXISTING CTL VAULT. MATCH TO SOUTH RENTON - PHASE2 - EG 10 - S-007393 P-023580 - CTL PLANS.2PROPOSED OPEN TRENCH (1) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 864F CABLE THROUGH.3PROPOSED (1) 4X6 BORE PIT. REPAIR SURFACE PER CITY OFRENTON STANDARDS.4PROPOSED BORE (1) 4" CONDUIT, REPAIR SURFACE AS PERCITY OF RENTON STANDARDS. PULL (3) 1.25 INNERDUCTAND (1) 864F CABLE THROUGH.5PROPOSED OPEN TRENCH (2) 4" CONDUIT, REPAIRSURFACE AS PER CITY OF RENTON STANDARDS. PULL (3)1.25 INNERDUCT AND (1) 864F CABLE THROUGH.6PROPOSED (1) 233LA VAULT. CORE VAULT AND PLACECONDUIT. REPAIR SURFACE AS PER CITY OF RENTONSTANDARDS. COIL (1) 864F CABLE THROUGH.132443456124MFP21004836