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HomeMy WebLinkAboutMFP21004672.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP21004672 IVR Number: 21004672 Permit Information Permit Name: Astound Broadband/Wave Address/Location:09/14/2021Application Date:1623059103Parcel Number: 2920 NE 3RD ST, LOT Permit Type:10/05/2021Issue Date:Franchise Permit Work Class:10/05/2022Expiration Date:Major Utility Job Number: ZOSP/41416Franchise Type:Cable Description: Astound Broadband to bore (1) 2" conduit E along NE 4th St by intercepting existing pipe. Install flush mount vaults along route. Pull fiber through existing path and new route. Pothole all existing utilities. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling TYLER LIBADIA WAVE BROADBAND 3700 Monte Villa Pkwy Bothell, WA 98021 C: (425) 256-0547Applicant Kenneth Thomas Wave 3700 Monte Villa Pkwy Bothell, WA 98021 Applicant Domonique Price Wavedivision Holdings LLC 401 Parkplace Center, Suite 500 Kirkland, WA 98033 B: (425) 576-8200Contact BP WEST COAST PRODUCTS LLC PO BOX 3092 HOUSTON , TX 77253 Owner Astound Broadband - billing 401 PARKPLACE CENTER, Suite 500 KIRKLAND, WA 98033 Specialized Billing X 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 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 1/2/2019 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date 802 FT ASTOUND BROADBAND, LLC dba WAVE ZOSP/41416 Kenneth Thomas kenneth.thomas@wavebroadband.com Wave InternalJefferson Ave NE & NE 4th St, Renton, WA 98056 BORE (1) 2" CONDUIT E ALONG NE 4TH ST BY INTERCEPTING EXISTING PIPE AT 47.488454, -122.178931. PULL FIBER THRU EXISTING PATH AT 47.488273, -122.178999 AND NEW ROUTE INSTALL (4) FLUSH MOUNT VAULTS ALONG ROUTE. ENDING AT 47.488684, -122.175859. 39321WAVE***823LA WAVEDIVISION HOLDINGS LLC +18669283123 09/14/21 Kenneth Thomas 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/HR MFP21004672 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS Scott Warlick 10/5/2021 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: 3/18/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 3/18/2021 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 Wave Internal Jefferson Ave NE & NE 4th St, Renton, WA 98056 10/2 11/5 10AM 2PM WAVE DIVISION HOLDING LLC Tyler Libadia 425-457-2306 980213700 Monte Villa Pkwy Bothell/WA BORE (1) 2" CONDUIT E ALONG NE 4TH ST BY INTERCEPTING EXISTING PIPE AT 47.488454, -122.178931. PULL FIBER THRU EXISTING PATH AT 47.488273, -122.178999 AND NEW ROUTE. INSTALL (4) FLUSH MOUNT VAULTS ALONG ROUTE. ENDING AT 47.488684, -122.175859. Scott Warlick CED 10/5/2021 MFP21004672 Monday - Friday Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 3/18/2021 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. • 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. • 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. • 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. • 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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 3/18/2021 • 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) Kenneth Thomas Kenneth Thomas 10/5/21 REVR1R2R3Company Logo HereINITIAL SUBMITTALTCP1TRAFFIC CONTROL PLANREVISIONSDATE: REVISION:STATIONARYTRANSPORTABLE ATTENUATORROLL AHEAD DISTANCE =  RPROTECTIVE VEHICLE ROLL AHEAD DISTANCE = RNO SPECIFIED DISTANCE REQUIRED. STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREWHOST VEHICLE WEIGHTUP TO40 MPH45‐55 MPHHOST VEHICLE WEIGHT60+ MPHUP TO40 MPH45‐55 MPH60+ MPH100'123'172'100'123'172'SIGN SPACING = X (FEET)  (1)RURAL HIGHWAYSRURAL ROADSRURAL ROADS & URBANALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE URBAN STREETSRURAL ROADS, URBAN ARTERIALS,RESIDENTIAL & BUSINESS DISTRICTS60/65 MPH                    800'+45/55 MPH                    500'+35/40 MPH                    350'+25/30 MPH                    200'+(2)25 MPH  OR LESS          100'+(2)(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT‐(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAYMINIMUM TAPER LENGTH (L) IN FEETLANEWIDTH1025     30       35       40       45       50       55       60       65  701112POSTED SPEED (MPH)105    150    205     265    450    500    550             115    165    225     295    495    550    605     660        125     180    245     320     540   600     660    720    780    840        NOTES:1. Recommend extending channelizingdevice taper across shoulder.2. Protective vehicle recommended‐maybe a work vehicle.3. Flagger to be available at all timedriveways are blocked4. When used, the downstream taperCHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70408035/45306025/302040CITYSTAMP HERE09/3/21BarricadeLOCATION: 378 Gilman Blvd, Issaquah, WA 98027JOB NAME: Wave InternalPROJECT NUMBER: 41416MFP21004672Intersection shall be openedback up at the end of thework day. intersection notto be closed for more then24 hours.Recommend putting a reader boardout a week in advance to notify thepublic of the Detour REVR1R2R3Company Logo HereINITIAL SUBMITTALTCP2TRAFFIC CONTROL PLANREVISIONSDATE: REVISION:STATIONARYTRANSPORTABLE ATTENUATORROLL AHEAD DISTANCE =  RPROTECTIVE VEHICLE ROLL AHEAD DISTANCE = RNO SPECIFIED DISTANCE REQUIRED. STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREWHOST VEHICLE WEIGHTUP TO40 MPH45‐55 MPHHOST VEHICLE WEIGHT60+ MPHUP TO40 MPH45‐55 MPH60+ MPH100'123'172'100'123'172'SIGN SPACING = X (FEET)  (1)RURAL HIGHWAYSRURAL ROADSRURAL ROADS & URBANALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE URBAN STREETSRURAL ROADS, URBAN ARTERIALS,RESIDENTIAL & BUSINESS DISTRICTS60/65 MPH                    800'+45/55 MPH                    500'+35/40 MPH                    350'+25/30 MPH                    200'+(2)25 MPH  OR LESS          100'+(2)(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT‐GRADE INTERSECTIONS, AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAYMINIMUM TAPER LENGTH (L) IN FEETLANEWIDTH1025     30       35       40       45       50       55       60       65  701112POSTED SPEED (MPH)105    150    205     265    450    500    550             115    165    225     295    495    550    605     660        125     180    245     320     540   600     660    720    780    840        NOTES:1. Recommend extending channelizingdevice taper across shoulder.2. Protective vehicle recommended‐maybe a work vehicle.3. Flagger to be available at all timedriveways are blocked4. When used, the downstream taperCHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70408035/45306025/302040CITYSTAMP HEREBarricade09/3/21LOCATION: 378 Gilman Blvd, Issaquah, WA 98027JOB NAME: Wave InternalPROJECT NUMBER: 41416MFP21004672 REVR1R2R3Company Logo HereINITIAL SUBMITTALTCP3TRAFFIC CONTROL PLANREVISIONSDATE: REVISION:STATIONARYTRANSPORTABLE ATTENUATORROLL AHEAD DISTANCE =  RPROTECTIVE VEHICLE ROLL AHEAD DISTANCE = RNO SPECIFIED DISTANCE REQUIRED. STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREWHOST VEHICLE WEIGHTUP TO40 MPH45‐55 MPHHOST VEHICLE WEIGHT60+ MPHUP TO40 MPH45‐55 MPH60+ MPH100'123'172'100'123'172'SIGN SPACING = X (FEET)  (1)RURAL HIGHWAYSRURAL ROADSRURAL ROADS & URBANALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE URBAN STREETSRURAL ROADS, URBAN ARTERIALS,RESIDENTIAL & BUSINESS DISTRICTS60/65 MPH                    800'+45/55 MPH                    500'+35/40 MPH                    350'+25/30 MPH                    200'+(2)25 MPH  OR LESS          100'+(2)(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT‐GRADE INTERSECTIONS, AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAYMINIMUM TAPER LENGTH (L) IN FEETLANEWIDTH1025     30       35       40       45       50       55       60       65  701112POSTED SPEED (MPH)105    150    205     265    450    500    550             115    165    225     295    495    550    605     660        125     180    245     320     540   600     660    720    780    840        NOTES:1. Recommend extending channelizingdevice taper across shoulder.2. Protective vehicle recommended‐maybe a work vehicle.3. Flagger to be available at all timedriveways are blocked4. When used, the downstream taperCHANNELIZING DEVICE SPACING (FEET)MPHTAPERTANGENT50/70408035/45306025/302040CITYSTAMP HEREBarricade09/3/21LOCATION: 378 Gilman Blvd, Issaquah, WA 98027JOB NAME: Wave InternalPROJECT NUMBER: 41416MFP21004672 REV R1 R2 R3 N PPLAN NOTES WAVE CONTACTS PAGE ID DESCRIPTION PAGE INDEX D CCOVER CCOVER INITIAL SUBMITTAL REVISION: REVISIONS DATE: DETAIL VIEW CS CONSTRUCTION STANDARD Company Logo Here [ Project #ZOSP/41416 ]        CUSTOMER NAME: Wave Internal                         ADDRESS: 378 Gilman Blvd, Issaquah, WA 98027 VICINITY OVERVIEW GENERAL INFO SCOPE OF WORK AERIAL CONSTRUCTION UNDERGROUND CONSTRUCTION BUILDING CONSTRUCTION SITE CONSTRUCTION PERMITS EASEMENTS BRIEF DESCRIPTION OF WORK BEING PERFORMED: LOC 1 ‐ FROM TIE IN @ 47.48828620199, ‐122.1790033772:  PULL FIBER THRU EXISTING 1 SPAN OF WAVE UG  TO LOC 2.  LOC 2: INTERCEPT EXISTING WAVE CONDUIT & BORE NEW CONDUIT 1 SPAN NE ACROSS JEFFERSON AVE NE  TO LOC. 3. LOC 3: BORE NEW CONDUIT 2 SPANS E TO LOC 4. PLACE ADDITIONAL VAULT ALONG BORE PATH & ALSO AT  LOC 3. LOC 4: END PATH HERE. SITE PERMIT TECHNICIAN : NAME:  KEN THOMAS CONSTRUCTION LEAD/MANAGER: LOCATION: 378 Gilman Blvd,  Issaquah, WA 98027 JOB NAME: Wave Internal PROJECT NUMBER: 41416 9/3/21      PHONE NUMBER: 360‐277‐1823 EMAIL:kenneth.thomas@wavebroadband.com CITY STAMP HERE 107 FT ‐‐ EXISTING UNDERGROUND 4  ‐‐ NEW VAULT 802 FT ‐‐ NEW UNDERGROUND 1 ‐‐ EXISTING VAULT 1 ‐‐ CITY NAME:_Tyler Libadia   PHONE NUMBER:_425‐256‐0547 EMAIL:_tlibadia@wavebroadband.com                  MFP21004672 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/HR REV R1 R2 R3 5. WAVE/CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS,  ONE (1) COPY OF THE APPROPRIATE STANDARDSAND SPECIFICATIONS, AND ONE (1)  COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FIR THE JOB ON SITE  AT ALL TIMES. DATE: REVISION: 7. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY WAVE,  THE CONTRACTORS, OR SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD  INDICATE SITUATION THAT IS NOT IDENTIFIED IN THE PLANS FOR SPECIFICATIONS, WAVE/  CONTRACTOR SHALL CONTACT THE PERMITTEE. Company Logo Here 15. ALL WORK WITHIN THE PUBLIC R.O.W. IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. 6. WAVE/CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING,  BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY CITY OF  RENTON. INITIAL SUBMITTAL 1. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FOURTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITH PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE  RENTON COUNTY INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY THE DESIGNEE OF THE PROJECT SPONSOR/OWNER.                                                                                                                                                                                            8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION  OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE 9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY CITY OF  RENTON, WAVE/ CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE R.O.W. WAVE/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL  BEHELD WITH THE CITY OF  RENTON. 2. WAVE/CONTRACTORS ARE SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR  ELEVATION OF THE EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY  COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON  AS BEING EXACT OR COMPLETE. WAVE/CONTRACTORS MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48  HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTINGUTILITIES. WAVE/CONTRACTOR SHALL  VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE  CONNECTION POINTS AND AT POTENTIAL UTILITY  CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF WAVE/CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT  WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 10. WAVE/CONTRACTOR ARE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS  NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE  DRAWINGS OR DESIGNED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR  RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 11. PER AGENCY STANDARDS WAVE/CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING  ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM  THE SITE. 3. WAVE/CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. WAVE/CONTRACTOR SHALL NOTIFY THE CITY OF  RENTON  INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH\DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 12. WAVE/CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF  RENTON INSPECTOR AT ALL TIMES. 4. WAVE/CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF  RENTON  AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS PF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY MANNER, AND WITH A MINIMUM DISRUPTION OF SERVICE. WAVE/CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY  DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE PERMITTEE FOR CLARIFICATION  AND NOT ON THE RECORD DRAWINGS. N NOTES14. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY WAVE/CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. REVISIONS CITY STAMP HEREGENERAL NOTES 9/3/21      MFP21004672 REV R1 R2 R3 Company Logo Here P1 PLAN VIEW REVISIONS DATE: REVISION: INITIAL SUBMITTAL DETAILS 1 2 3LOC 1 ‐ FROM TIE IN @ 47.48828620199, ‐ 122.1790033772:  PULL FIBER THRU EXISTING 1  SPAN OF WAVE UG TO LOC 2.  LEGEND 1 LOCATION ID CITY STAMP HERE 1 2 3 LOC 3: BORE NEW CONDUIT 2 SPANS E TO LOC  4. PLACE ADDITIONAL VAULT ALONG BORE PATH  & ALSO AT LOC 3. LOC 2: INTERCEPT EXISTING WAVE CONDUIT &  BORE NEW CONDUIT 1 SPAN NE ACROSS  JEFFERSON AVE NE TO LOC. 3. 9/3/21      MFP21004672 REV R1 R2 R3 INITIAL SUBMITTAL Company Logo Here P2 PLAN VIEW REVISIONS DATE: REVISION: DETAILS LEGEND 1 LOCATION ID CITY STAMP HERE 9/3/21      MFP21004672 REV R1 R2 R3 INITIAL SUBMITTAL Company Logo Here P3 PLAN VIEW REVISIONS DATE: REVISION: DETAILS 4 LOC 4: END PATH HERE. LEGEND 1 LOCATION ID CITY STAMP HERE 4 9/3/21      MFP21004672 REV R1 R2 R3 Company Logo Here D1 DETAIL VIEW REVISIONS DATE: REVISION: INITIAL SUBMITTAL DETAILS 1 2 3 4 1 2 3 4 LEGEND 1 LOCATION ID CITY STAMP HERE LOC 1 ‐ FROM TIE IN @ 47.48828620199, ‐ 122.1790033772:  PULL FIBER THRU EXISTING 1  SPAN OF WAVE UG TO LOC 2.  LOC 3: BORE NEW CONDUIT 2 SPANS E TO LOC  4. PLACE ADDITIONAL VAULT ALONG BORE PATH  & ALSO AT LOC 3. LOC 2: INTERCEPT EXISTING WAVE CONDUIT &  BORE NEW CONDUIT 1 SPAN NE ACROSS  JEFFERSON AVE NE TO LOC. 3. LOC 4: END PATH HERE. 9/3/21      MFP21004672 REV R1 R2 R3 CS1 CONSTRUCTION  STANDARD REVISIONS DATE: REVISION: INITIAL SUBMITTAL Company Logo Here 1 LOCATION ID CITY STAMP HERE LEGEND 9/3/21      MFP21004672 REV R1 R2 R3 CS2 CONSTRUCTION  STANDARD REVISIONS DATE: REVISION: INITIAL SUBMITTAL Company Logo Here 1 LOCATION ID CITY STAMP HERE LEGEND 9/3/21      MFP21004672 REV R1 R2 R3 CS3 CONSTRUCTION  STANDARD REVISIONS DATE: REVISION: INITIAL SUBMITTAL Company Logo Here 1 LOCATION ID CITY STAMP HERE LEGEND 9/3/21      MFP21004672 REV R1 R2 R3 CS4 CONSTRUCTION  STANDARD REVISIONS DATE: REVISION: INITIAL SUBMITTAL Company Logo Here 1 LOCATION ID CITY STAMP HERE LEGEND 9/3/21      MFP21004672