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HomeMy WebLinkAboutMFP23004977.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP23004977 IVR Number: 23004977 Permit Information Permit Name: Astound Broadband/Wave - ASTOUND - 55118 - WIAA - 435 MAIN AVE S Address/Location:09/29/2023Application Date:1723059021Parcel Number: 900 S GRADY WAY Permit Type:11/21/2023Issue Date:Franchise Permit Work Class:11/20/2024Expiration Date:Minor Utility Job Number: 55118Franchise Type:Cable Description: Astound Broadband, dba Wave (Ord 5763) 55118 WIAA 435 MAIN AVE S ACCESS EXISTING WAVE ASTOUND FACILITIES FROM VAULT LOCATED ON S GRADY WAY AND WELLS AVE S TO PULL CABLE THROUGH EAST THEN NORTH ALONG WEST SIDE OF WELLS AVE S. PROPOSED INTERCEPT AND SWEEP CONDUIT INTO PROPOSED 2436 VAULT. INSTALL (1) 2" CONDUIT EAST THEN NORTH TO EXISTING MEET ME POINT VAULT. PULL CABLE THROUGH, RELOCATE STORAGE, COIL AND SPLICE. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling MGC Permits MGC Technical 15365 NE 90th St, STE 210 REDMOND, WA 98052 ApplicantX Jeremy Anderson Astound Contact Michael Cannon Cannon Constructors Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787Contractor Business License Number: 41539Construction Contractor: CANNOCL791JK Josh Noland Cannon Construction Inc 406 Porter Way Milton, WA 98354 C: (253) 606-5269Contractor WAVE - Astound Broadband 3700 Monte Villa Pkwy Bothell, WA 98021 B: (888) 317-0488Contractor Business License Number: 39321Construction Contractor: WAVE***823LA Construction Contractor: WAVEDHL874CD WAVE - Astound Broadband 3700 Monte Villa Pkwy Bothell, WA 98021 B: (888) 317-0488Emergency Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Astound Broadband - billing 3700 Monte Villa Pkwy Bothell, WA 98021 B: (425) 217-4000Specialized 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 Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐ Electronic Copy of the TCP Application ☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:  Include map(s) showing the location of the project and work area.  Be legible lettering and clear, contrasting, symbols of viewing or printing.  Must indicate street names, and north arrow and scale.  Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering ASTOUND - 55118 - WIAA - 435 MAIN AVE S 900 S GRADY WAY Monday Friday 8:30am 3:00pm Cannon Construction Josh Noland 253-606-5269 PULL FIBER THROUGH EXISTING CONDUIT, TRENCH & BORE Scott Warlick CED 11/21/2023 MFP23004977 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING:  Must have approved Traffic Control Plan (TCP) prior to commencing the work.  Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians.  WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way.  Comply with all traffic regulations of the City of Renton and the State of Washington.  Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices.  Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.  Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends and holidays) prior to starting any work.  Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions.  Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.  Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder’s agents and employees.  The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim.  In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same.  Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel.  All permit conditions shall be met. NOTES:  Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.  Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT.  Approved Temporary Traffic Control Plan must be at the work site during work hours.  Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone.  Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours.  Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021  In the case of Temporary No Parking Zones, all the following apply in addition to previous:  Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage.  Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time.  The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site.  Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) JASPER EVERGREEN 9/29/23 NO.123NO.123NO.123NO.123PROJECT NAME: 55117 - WIAA - 435 MAIN AVE SASTOUND ENGINEER: JOHN ANDERSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 900 GRADY WAY RENTON, WA 98057DRAWING NAME: ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON - TCPS.dwgPERMIT NUMBER: NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.12335 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" 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)TAPERTANGENTCONFIDENTIAL/PROPRIETARYSHEET: OF 13Know what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR CLASS II STREET)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 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.SCOPE OF WORK:USE WORK AREA TO ACCESS EXISTINGVAULT AND PULL CABLE THROUGH.(STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITY50'-100'TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG S GRADY WAY (SOUTH BOUND LANE)S GRADY WAY / 35 MPH(2 5 M P H )541WELLS AVE SPARCEL NO.17230590541055 S GRADY WAYPARCEL NO.1723059023PARCEL NO.1723059072WORKVEHICLE WORK AREA 10'X10'WE L L S A V E S LROADWORKAHEADSIGN LEGEND LEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLW20-1W20-5RW4-2RXXXW16-7LW16-7LSPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONESPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE2' MINNOTECONTRACTOR TO PLACE SPOTTER FLAGGERS.TEMPORARY ADA RAMPS AND HARD SURFACESTO DETOUR PEDESTRIANS THROUGH THESTAGING AREA. PLACE HARD BARRIERS ALONGPATH PER INSPECTORS DISCRETION.RIGHTLANECLOSEDAHEADW20-5RW20-1XASTOUND CONTACT:JOHN ANDERSON3700 MONTE VILLA PKWYBOTHELL, WA 98021C. 425.536.5293JOHN.ANDERSON@ASTOUND.COMMFP23004977 NO.123NO.123NO.123NO.123PROJECT NAME: 55117 - WIAA - 435 MAIN AVE SASTOUND ENGINEER: JOHN ANDERSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 900 GRADY WAY RENTON, WA 98057DRAWING NAME: ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON - TCPS.dwgPERMIT NUMBER: NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.12335 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" 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)TAPERTANGENTCONFIDENTIAL/PROPRIETARYSHEET: OF 23ROADWORKAHEADLEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESKnow what'sbelow.before you dig.CallRRENTON 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 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.SCOPE OF WORK:USE WORK AREA TO TRENCH ANDPULL CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYTRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG WELLS AVE S (SOUTH BOUND LANE)NOTECONTRACTOR TO PLACE SPOTTER FLAGGERS.TEMPORARY ADA RAMPS AND HARD SURFACESTO DETOUR PEDESTRIANS THROUGH THESTAGING AREA. PLACE HARD BARRIERS ALONGPATH PER INSPECTORS DISCRETION.501WELLS AVE SPARCEL NO.7231501616431WELLS AVE SPARCEL NO.7231501670425WELLS AVE SPARCEL NO.7231501680435MAIN AVE SPARCEL NO.7231501375PARCEL NO.7231501391WELLS AVE S (25 MPH)S 5TH ST(25 MPH)WORKVEHICLE WORK AREA270 SQ FTW20-1W20-4XXW20-7XSPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE50'-100'W20-1W20-4XXW20-7XW20-7W3-4W20-1X X W20-7W3-4W20-1XXXX W16-7LSIGN LEGEND ONE LANEROADAHEADBEPREPAREDTO STOPFLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLASTOUND CONTACT:JOHN ANDERSON3700 MONTE VILLA PKWYBOTHELL, WA 98021C. 425.536.5293JOHN.ANDERSON@ASTOUND.COMSHORT-TERM STATIONARY WORK ZONE - ONE-LANE, TWO-WAY CLOSURE WITH PEDESTRIAN ESCORT AND CONTROLLED INTERSECTION (FOR CLASS II STREET)MFP23004977 NO.123NO.123NO.123NO.123PROJECT NAME: 55117 - WIAA - 435 MAIN AVE SASTOUND ENGINEER: JOHN ANDERSONENGINEERING FIRM: MGC TECHNICAL CONSULTING INC.LOCATION: 900 GRADY WAY RENTON, WA 98057DRAWING NAME: ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON - TCPS.dwgPERMIT NUMBER: NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.123NO.12335 / 40 MPH25 / 30 MPH350' ±200' ±**ALL SIGNS ARE 36" x 36" 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)TAPERTANGENTCONFIDENTIAL/PROPRIETARYSHEET: OF 33ROADWORKAHEADSIGN LEGEND LEGEND HIGH VISIBILITY WARNING BEACON(REQUIRED)SIGN LOCATION ANDIDENTIFICATION NUMBERW20-1CHANNELIZING DEVICESKnow what'sbelow.before you dig.CallRSHORT-TERM STATIONARY WORK ZONE - ONE-LANE, TWO-WAY CLOSURE WITH PEDESTRIAN ESCORT AND CONTROLLED INTERSECTION (FOR CLASS II STREET)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 36"X36" BLACK ON FLUORESCENTORANGE UNLESS SPECIFIED OTHERWISE.11.CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVECONES ARE SUGGESTED).12.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS ANDDRIVEWAYS.13.STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AMWEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSIONFROM LOCAL DOT AND TC.14.LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROLINTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONSON HIGH IMPACT STREETS.15."NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING.16.CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS.17.PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TOAPPROACHING TRAFFIC.18.CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANEOPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANSAND DETAILS.SCOPE OF WORK:USE WORK AREA TO TRENCH ANDPULL CABLE THROUGH.STREET USE PERMIT #: TBD BY CITYHOURS: TBD BY CITYTRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG WELLS AVE S (NORTH BOUND LANE)NOTECONTRACTOR TO PLACE SPOTTER FLAGGERS.TEMPORARY ADA RAMPS AND HARD SURFACESTO DETOUR PEDESTRIANS THROUGH THESTAGING AREA. PLACE HARD BARRIERS ALONGPATH PER INSPECTORS DISCRETION.501WELLS AVE SPARCEL NO.7231501616431WELLS AVE SPARCEL NO.7231501670425WELLS AVE SPARCEL NO.7231501680435MAIN AVE SPARCEL NO.7231501375PARCEL NO.7231501391WELLS AVE S (25 MPH)S 5TH ST(25 MPH)WORKVEHICLE WORK AREA280 SQ FTW20-1W20-4XXW20-7XONE LANEROADAHEADBEPREPAREDTO STOPSPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONE50'-100'W20-1W20-4XXW20-7XW20-7W3-4W20-1X X W20-7W3-4W20-1XXXXW16-7L50'-300'SPOTTER ON SITE TOESCORT PEDESTRIANSTHROUGH WORK ZONEWORK AREA 10'X10'FLAGGER / SPOTTER STATION -FOR VEHICULAR AND PEDESTRIANTRAFFIC CONTROLASTOUND CONTACT:JOHN ANDERSON3700 MONTE VILLA PKWYBOTHELL, WA 98021C. 425.536.5293JOHN.ANDERSON@ASTOUND.COMMFP23004977 DRAWING NAME:CLIENT ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:NO.123ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON -JOHN ANDERSONMGC TECHNICAL CONSULTING INC.55118900 S GRADY WAYRENTON, WA 98057© 2023 Micro so ft Corpo ra tion © 2023 TomTom ADDRESS: 900 S GRADY WAY, RENTON, WA 98057PROJECT NAME: ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON - PLANSSITE LOCATIONSHEET INDEXSCOPE OF WORK:ACCESS EXISTING WAVE ASTOUNDFACILITIES FROM VAULT LOCATED ON SGRADY WAY AND WELLS AVE S TO PULLCABLE THROUGH EAST THEN NORTH ALONGWEST SIDE OF WELLS AVE S. PROPOSEDINTERCEPT AND SWEEP CONDUIT INTOPROPOSED 2436 VAULT. INSTALL (1) 2"CONDUIT EAST THEN NORTH TO EXISTINGMEET ME POINT VAULT. PULL CABLETHROUGH, RELOCATE STORAGE, COIL ANDSPLICE.Know what'sbelow.before you dig.CallRSHEET 4CONFIDENTIAL/PROPRIETARYSHEET: OF 1 8STARTEND1. COVER SHEET / SITE LOCATION2. LEGEND3. GENERAL NOTES4-6. DESIGN VIEWS A-C7. UNDERGROUND TYPICALS8. SITE PHOTOGRAPHSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSCONTACTSASTOUND CONTACT:JOHN ANDERSON3700 MONTE VILLA PKWY BOTHELL, WA 98021C. 425.236.5293JOHN.ANDERSON@ASTOUND.COMMATT FRASERMGC TECHNICAL CONSULTING, INC. 15365 NE 90TH ST, SUITE 210 REDMOND, WA 98052C.206.618.5254MATT@MGCTECHNICAL.COMSHEET 5SHEET 6MFP23004977 DRAWING NAME:CLIENT ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:NO.123ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON -JOHN ANDERSONMGC TECHNICAL CONSULTING INC.55118900 S GRADY WAYRENTON, WA 98057Know what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 28#F#F#F##LEGENDMFP23004977 DRAWING NAME:CLIENT ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:NO.123ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON -JOHN ANDERSONMGC TECHNICAL CONSULTING INC.55118900 S GRADY WAYRENTON, WA 98057GENERAL NOTESGENERAL 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.Know what'sbelow.before you dig.CallRMFP23004977 DRAWING NAME:CLIENT ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:NO.123ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON -JOHN ANDERSONMGC TECHNICAL CONSULTING INC.55118900 S GRADY WAYRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 48Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES1EXISTING WAVE/ASTOUND VAULT, ACCESS VAULT ANDPULL CABLE THROUGH. CONTRACTOR TO VERIFY CORRECTVAULT PRIOR TO CONSTRUCTION.#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.DESIGN VIEW A MATCH TO SHEET5S GRADY WAYWELLS AVE S35' 16'18'56'24' 13 ' 22 '541WELLS AVE SPARCEL NO.17230590541055 S GRADY WAYPARCEL NO.1723059023PARCEL NO.17230590722EXISTING WAVE/ASTOUND CONDUIT, ACCESS CONDUITAND PULL CABLE THROUGH. CONTRACTOR TO VERIFYCORRECT CONDUIT PRIOR TO CONSTRUCTION.1272'115'MFP23004977 DRAWING NAME:CLIENT ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:NO.123ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON -JOHN ANDERSONMGC TECHNICAL CONSULTING INC.55118900 S GRADY WAYRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 58Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.DESIGN VIEW B WELLS AVE SMATCH TO SHEET 6 MATCH TO SHEET 4 36' 18'18'533WELLS AVE SPARCEL NO.7231501575525WELLS AVE SPARCEL NO.7231501585517WELLS AVE SPARCEL NO.7231501595507WELLS AVE SPARCEL NO.7231501605536WELLS AVE SPARCEL NO.7231501450522WELLS AVE SPARCEL NO.7231501435516WELLS AVE SPARCEL NO.72315014202EXISTING WAVE/ASTOUND CONDUIT, ACCESS CONDUITAND PULL CABLE THROUGH. CONTRACTOR TO VERIFYCORRECT CONDUIT PRIOR TO CONSTRUCTION.2372'MFP23004977 DRAWING NAME:CLIENT ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:NO.123ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON -JOHN ANDERSONMGC TECHNICAL CONSULTING INC.55118900 S GRADY WAYRENTON, WA 98057CONFIDENTIAL/PROPRIETARYSHEET: OF 68Know what'sbelow.before you dig.CallRCONSTRUCTION NOTES#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS.DESIGN VIEW C POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAINMINIMUM ## VERTICAL CLEARANCE AT THE CROSSINGFROM EXISTING UTILITIES.CONTRACTOR NOTES1.BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUTCONTACTING THE LOCAL JURISDICTION. (BORE PROJECTSONLY)2.ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BECOMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION.3.LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1’VERTICAL AND 3’ HORIZONTAL CLEARANCE WHEN WORKINGNEAR EXISTING GAS FACILITIES.4.LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTUREPRIOR TO CONSTRUCTION.MATCH TO SHEET 5S 5TH ST 36' 18'17'35'501WELLS AVE SPARCEL NO.7231501616431WELLS AVE SPARCEL NO.7231501670425WELLS AVE SPARCEL NO.7231501680435MAIN AVE SPARCEL NO.7231501375PARCEL NO.72315013912EXISTING WAVE/ASTOUND CONDUIT, ACCESS CONDUITAND PULL CABLE THROUGH. CONTRACTOR TO VERIFYCORRECT CONDUIT PRIOR TO CONSTRUCTION.RESTORATION NOTES3PROPOSED INTERCEPT EXISTING WAVE/ASTOUNDCONDUIT SWEEP CONDUIT INTO VAULT. PULL CABLETHROUGH.4PROPOSED PLACE (1) 2436 VAULT. SWEEP CONDUIT INTOVAULT PULL CABLE THROUGH AND RELOCATE STORAGE.5PROPOSED INSTALL (1) 2" CONDUIT USING OPEN TRENCHMETHOD. PULL CABLE THROUGH.6PROPOSED 3' X 5' BORE PIT LOCATION. PLACE CONDUITAND PULL CABLE THROUGH.7PROPOSED INSTALL (1) 2" CONDUIT USING DIRECTIONALDRILL METHOD. PULL CABLE THROUGH.AREPAIR LANDSCAPE PER LOCALJURISDICTIONAL STANDARDS.GREPAIR SIDEWALK PANEL PER LOCALJURISDICTIONAL STANDARDS.8EXISTING MEET ME POINT VAULT. CORE VAULT AND PLACECONDUIT, PULL CABLE THROUGH. CONTRACTOR TOVERIFY CORRECT VAULT PRIOR TO CONSTRUCTION.2345676812226'8'46'93'4' 8'10'9'2' 15' 8' 2' 4' 9'WELLS AVE SAAGGDGGDREPAIR ASPHALT PER LOCAL JURISDICTIONALSTANDARDS.POTHOLE ALL EXISTING UTILITIESMFP23004977 DRAWING NAME:CLIENT ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:NO.123ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON -JOHN ANDERSONMGC TECHNICAL CONSULTING INC.55118900 S GRADY WAYRENTON, WA 98057UNDERGROUND TYPICALSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 7824"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: NTSTYPICAL TRENCH IN SOIL DETAILSCALE: NTSEXISTING GROUNDWARNING TAPEBACKFILL(8" LAYERS)6" MIN.12"36" MIN. DEPTH4"BACKFILL(COMPACTED @ 90%)HDPE DUCTCLEAN BACKFILLBACKFILL(COMPACTED EARTH @ 90%)6" 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 BEDDING24x36 VAULT DETAILSCALE: NTS37 5/8"24"26"3"24"35 5/8"MFP23004977 DRAWING NAME:CLIENT ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:NO.123ASTOUND - 55118 - WIAA - 435 MAIN AVE S, RENTON -JOHN ANDERSONMGC TECHNICAL CONSULTING INC.55118900 S GRADY WAYRENTON, WA 98057SITE PHOTOGRAPHSKnow what'sbelow.before you dig.CallRCONFIDENTIAL/PROPRIETARYSHEET: OF 88CONSTRUCTION NOTESPHOTO #1: FACING NORTH ON SOUTH SIDE OF WELLS AVE S2EXISTING WAVE/ASTOUND CONDUIT, ACCESS CONDUITAND PULL CABLE THROUGH. CONTRACTOR TO VERIFYCORRECT CONDUIT PRIOR TO CONSTRUCTION.3PROPOSED INTERCEPT EXISTING WAVE/ASTOUNDCONDUIT SWEEP CONDUIT INTO VAULT. PULL CABLETHROUGH.4PROPOSED PLACE (1) 2436 VAULT. SWEEP CONDUIT INTOVAULT PULL CABLE THROUGH AND RELOCATE STORAGE.5PROPOSED INSTALL (1) 2" CONDUIT USING OPEN TRENCHMETHOD. PULL CABLE THROUGH.6PROPOSED 3' X 5' BORE PIT LOCATION. PLACE CONDUITAND PULL CABLE THROUGH.7PROPOSED INSTALL (1) 2" CONDUIT USING DIRECTIONALDRILL METHOD. PULL CABLE THROUGH.8EXISTING MEET ME POINT VAULT. CORE VAULT AND PLACECONDUIT, PULL CABLE THROUGH. CONTRACTOR TOVERIFY CORRECT VAULT PRIOR TO CONSTRUCTION.345PHOTO #2: FACING SOUTH ON NORTH SIDE OF WELLS AVE S566872MFP23004977