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Home My WebLink AboutMFP22002372.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP22002372 IVR Number: 22002372 Permit Information Permit Name: Comcast Cable Franchise Permit JB0000349780 Address/Location:05/05/2022Application Date:2309200010Parcel Number: 2430 NE 12TH ST Permit Type:05/20/2022Issue Date:Franchise Permit Work Class:05/22/2023Expiration Date:Minor Utility Job Number: 349780Franchise Type:Cable Description: Comcast JB0000349780 INSTALL (1) NEW 2" RISER & PULL (1) 96CT FIBER THROUGH. SET UP (1) BORE PIT & BORE (2) 2" CONDUITS & PULL (1) 96CT FIBER THROUGH. BREAK INTO EXISTING COMCAST VAULT WITH (2) 2" CONDUIT. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Annie Robertson Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX Sandra Castro Comcast C: (209) 561-4786Contact Michael Cannon Cannon Constructors Inc 406 Porter Way Milton, WA 98354 B: (253) 922-2787Contractor Business License Number: 41539Construction Contractor: CANNOCL791JK CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized 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 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 Comcast Cable Communications Management JB0000349780 Sandra Castro 209-561-4786 sandra_castro2@comcast.com 2430 NE 12th St Renton, WA 98056 T3A - WARNTNH07500 2x2 - INSTALL (1) NEW 2" RISER & PULL (1) 96CT FIBER THROUGH - SET-UP (1) BORE PIT & BORE (2) 2" CONDUITS & PULL (1) 96CT FIBER THROUGH - BREAK INTO EXISTING COMCAST VAULT WITH (2) 2" CONDUIT 243 Cannon Construction LLC - Mannie Golden 253-922-2787 ext 291 601590363 20838 05/05/2022 MFP22002372 Scott Warlick 5/20/2022 RESTORATION PER CITY OF RENTON STANDARDS POTHOLE ALL EXISTING UTILITIES DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.☐ A copy of the Traffic Control Plan (TCP) Application form. 2.☐ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ☐Include map(s) showing the location of the project and work area. ☐Be legible lettering and clear, contrasting, symbols of viewing or printing. ☐Must indicate street names, and north arrow and scale. ☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ☐Types of plans required: ☐Work hour plan – show all mobility impacts during construction hours. ☐Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ☐Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ☐Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering T3A - WARNTNH07500 2x2 2430 NE 12th St Renton, WA 98056 Monday Friday 9:00 am 3:00 pm INSTALL (1) NEW 2" RISER, BORE (2) 2" CONDUITS & PULL (1) 96CT FIBER THROUGH & BREAK INTO EXISTING COMCAST VAULT WITH (2) 2" CONDUIT Cannon Construction LLC 253 922 2787 Mannie Golden mgolden@teamcannon.com 406 Milton Way Milton, WA 98354 MFP22002372 Scott Warlick CED 5/20/2022 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 APPLICANT AGREES TO ALL THE FOLLOWING: •TCP must be approved prior to commencing the work, and all permit conditions shall be met. •Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. •Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. •The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. •Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. •Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. •TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). •Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. •Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant’s agents and employees. •The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. •In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. •Approved Temporary TCP must be at the work site during work hours. •Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: •Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. •Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. •The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. •Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date Mannie Golden 05/05/2022 11400114000000242423202308231424321211243011901218117812091212114011662408242023352316233124362435118612101174121311622412252711641208120724281194122211701182120424001170122311582416EDMONDS PL NENE 12TH STDAYTON AVE NE NE 12TH STNE 12TH STNE 13TH STDAYTON PL NE EDMONDS AVE NE ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFL FL FL FL FL FL EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPNE 12TH STBOREPITNE 12TH STSIDEWALK SIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALKDWYDWYDWYDWY DWYDWYDWY DWY DWY DWYDWYDWYW21-7W21-7W21 - 7 W20-4W20-4W20-4 W20-7aW20-7aW20-7aFLAGGER FLAGGER FLAGGER W21-7W20-7aW20-7aFLAGGER W3-4W3-4WTWORK AREAW21-7W20-5RW4-2RFASFLAGGER FLAGGER WTR2-1R2-1R2-1R2-1THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONSITE SPECIFIC TRAFFIC CONTROL PLAN[UG WORK] CONTROL TYPE: SINGLE LANE CLOSURE W/ FLAGGERS 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJWNTS00021TRAFFIC CONTROLMFP22002372 00000121124301190121811781209121211402335231623312435118612101174121324121164120812071194122211701182120424001223NE 12TH STDAYTON AVE NE NE 12TH STNE 12TH STNE 13TH STDAYTON PL NE EDMONDS AVE NE ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EO PEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOP EOP EOP EOP EOP EOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPR25'NE 12TH STSIDEWALK SIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALKDWYDWYDWYDWY DWYDWY DWY DWY DWYDWYDWYWTW21-7W20-7aFLAGGER W3-4W21-7W20-4W20-7aFLAGGER FLAGGER R2-1R2-1W21-7W20-4W20-7aFLAGGER W21-7R2-1WORK AREASITE SPECIFIC TRAFFIC CONTROL PLAN[UG WORK] CONTROL TYPE: SINGLE LANE CLOSURE W/ FLAGGERS 2-LANE ROADSIGN SPACING = X (FEET)FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO)RURAL HIGHWAYS 60/65 MPH 800' +/-RURAL ROADS 45/55 MPH 500' +/-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/-RURAL ROADS & URBAN ARTERIALSRESIDENTAL & BUSINESS DISTRICTSURBAN STREETS 25 MPH OR LESS 100' +/-25/30 MPH 200' +/-ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADEINTERSECTIONS AND DRIVEWAYS.(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.10105150205270450500550---11115160225295495550605660--12125180245320540600660720780840LANEWIDTH25303540455055606570MINIMUM TAPER LENGTH IN FEET = LPOSTED SPEED LIMIT (MPH)SPEED253035455055155200250360425495570LONGITUDINAL BUFFER SPACE = BLENGTH40305606570780840DISCLAIMERAll traffic control setups, sign spacing, and procedures will conformto the specifications stated in the federal Manual on Uniform TrafficControl Devices (M.U.T.C.D)Cities and various municipalities may have also adopted specializedguidelines for traffic control within their jurisdiction. It is theresponsibility of the on-site traffic control personnel to verify if anyspecial conditions exist.TRAFFIC CONTROL ADDITIONAL NOTES-For aerial work, there will be a moving traffic control setup-Will coordinate with businesses that will be affected byconstruction-Will have spotter on site to escort pedestrians throughwork zone-All work will stop while pedestrians are escorted throughwork zones-Will have no more than two work areas active at a timeSITE NOTES-Maintain driveway access at all times-Place temporary "NO PARKING" signs at least72 hours prior to work-Sidewalks to remain open during road workunless noted otherwiseFLAGGER SPOTTER WTLEGENDWork Vehicle Work AreaFlagger SpotterNTHE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVEDBY THE PUBLIC AUTHORITY HAVING JURISDICTIONAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJWNTS00022TRAFFIC CONTROLMFP22002372 SHEET INDEX: 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -DETAILS 5-6 -CONSTRUCTION PLAN 7-8 -RESTORATION PLAN 9-10 -BORE PROFILE THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 96 CT FIBER: 275 FT + 20% STORAGE = 330 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: - INSTALL (1) NEW 2" RISER & PULL (1) 96CT FIBER THROUGH - SET-UP (1) BORE PIT & BORE (2) 2" CONDUITS & PULL (1) 96CT FIBER THROUGH - BREAK INTO EXISTING COMCAST VAULT WITH (2) 2" CONDUIT BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (1)= TOTAL ROW FOOTAGE = 0 FT. 0 FT. 250 FT. 0 FT. 25 FT. 275 FT. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 2430 NE 12th St Renton, WA 98056T3A - WARNTNH07500 2x2 JB0000349780 Node Segmentation ROW FOOTAGES*: NEW BUILDING PATHWAY = EXISTING BUILDING PATHWAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL SITE FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. SITE FOOTAGES*: TOTAL PROJECT FOOTAGE =275 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 0 DISTRIBUTION = 1 1 0 0 CANNON COMPANIES Justin Withrow - (253)-951-2896- jwithrow@teamcannon.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com RESTORATION PER CITY OF RENTON STANDARDS MFP22002372 PLTCWRUTILITY POLEVAULT - SMALLPEDESTALSTREET LIGHTCROSSWALK LIGHTUTILITY RISERCATCH BASINCATCH BASIN WITH SOCKGLULAM UTILITY POLESSEWER MANHOLEDDRAIN MANHOLEWWATER MANHOLEVUTILITY VALVESHRUBBERYVAULT - LARGEVAULT - 25TACCOMMUNICATION MANHOLEFIRE HYDRANTDISTANCE STATIONSTA 0+00CONSTRUCTION NOTE CALLOUT#X.XDISTANCE DIMENSIONASPHALT SURFACECONCRETE PANELSCABCABINETLEGENDLANE DIRECTION INDICATORMARK-UP NOTATIONSRESTORATION TYPESEXISTING FEATURESLINE TYPESA7LANDSCAPECROSS SECTION SYMBOLCROSS SECTION NAMECROSS SECTION PAGECBCBPPVVVVVV1CONSTRUCTION NOTE#PHOTO LOCATOR SYMBOLEXISTING SPLICE CASEEXISTING FIBER/COAX STORAGETREEVVAULT - SMALLEXISTING - CONTINUEDLIMITS OF PANELEDGE OF PAVEMENTFOGLINEPOWERCOMMUNICATIONSEWERDRAINDRAINAGE DITCHGASWATERTRAFFIC SIGNALTELCOMSTEAMUNKNOWN UTILITYRIGHT OF WAYTRAFFIC CONESPROPOSED NEW CONDUITSTRAW WATTLESCENTER LINELANE LINEFENCEHIGH VISIBILITY FENCE SUKEXISTING CONDUITPROPOSED NEW AERIAL STRANDEXISTING AERIAL PATHWAYEXISTING CROSS WALKVVAULT - SMALL444LA MANHOLEVAULT - 25TABORE PITHFH-FRAMEVAULT - LARGEPROPOSEDPROPOSED SPLICE CASEPROPOSED FIBER/COAX STORAGE444LA MANHOLEVAULT - 25TAVAULT - LARGE233LA MANHOLEDHDOG HOUSEAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJWNTS000102LEGENDMFP22002372 APPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJWNTS000103GENERAL NOTESGENERAL NOTESSTANDARD1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TOCONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, ASNECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THATTHERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARENOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUNDIMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBEIN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICHMAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESEOCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREESTO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGESAND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 8113. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TODEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TOPREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETYOF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS.10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIORWRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENTPROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND ASOTHERWISE REQUIRED.12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERALMOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.TRAFFIC CONTROL1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVEONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH ASPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURINGNON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEESAND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.SITE PREPARATION1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BEEITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKEMATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.TRENCH EXCAVATION AND BACKFILL1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALLBACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED INTRAFFIC-BEARING LOCATIONS.2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.UTILITY DUCT1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH AMINIMUM SLOPE OF 1/2 % TO VAULT.2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED,PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEPCONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULLROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRESIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULLROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.CEMENT CONCRETE PAVEMENT1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARDSPECIFICATIONS OF EACH JURISDICTION.ASPHALT CONCRETE PAVEMENT1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALTCONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.GRAVEL AREAS1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE INACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.SITE RESTORATION1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTEDPRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTEDAND WATERED IN TO ENSURE ITS SURVIVAL.3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTEDPRIOR TO CONSTRUCTION.WATER QUALITY1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OFWASHINGTON'S WATER QUALITY STANDARDS2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.DIRECTIONAL BORING1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTINGUTILITIES.FIRE PROTECTION1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BEREPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.AERIAL INSTALLATION1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TOPOWER MAIN WHERE APPLICABLE.4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL ANDREGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITSIS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.All conduit in the ROWshall be schedule 80 orequivalent.MFP22002372 UTILITY POLE RISER -STANDARD DETAIL(1) 10' PVC CONDUITSECTIONS15" HDG POLE BRACKET W/PIPE CLAMP (B2017 BYPOWER-STRUT OR EQUAL)4" MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUITSECTIONSEXISTING SURFACE24' (TYP)PROPOSED CABLEEXISTING AERIALPOWEREXISTING UTILITY POLEVARIES2#RISER PLACEMENTSTANDARD DETAILLOCATION1CONDUITUP TO 2 CONDUITSSTANDOFF BRACKET15" MIN LENGTH℄℄DIRECTION OF VEHICULAR TRAFFICPLAN VIEWLOCATION2LOCATION4LOCATION3CONDUIT CLAMP5" MIN1TRENCH - HARD SURFACESTANDARD DETAIL3APPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJWNTS000104DETAILSMFP22002372 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDD DDDDDDDDDDDDDDDDDD DDWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGPPPPPPPPPPPPPPWWWWWWWWWWMMMMMVVV12091210119412042400NE 12TH STDAYTON PL NE ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPPPPPPPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCBVPPPPPPPPPPCB CBSTREET LIGHTGCBCB SIDEWALKSIDEWALK SIDEWALK DWYDWY DWYDWYSTA 11+00STA 11+50STA 12+00STA 12+50STA 13+00MATCHLINE SHEET 6STA 12+86STA 20+00STA 20+50STA 21+00STA 20+191R25'BOREPIT3'23243' BORE43' 3'NAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJW1:160'8'16'105CONSTRUCTION PLANPROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.STATION STARTSTATIONING STARTS AT 10+00 AT THE INTERSECTIONOF EDMONDS AVE NE & NE 12TH PL321CONSTRUCTION NOTES:INSTALL (1) 2" RISER PER DETAIL #'S 1 & 2 ON SHEET 4& PULL (1) 96CT FIBER THROUGHREMOVE EXISTING CONCRETE SIDEWALK PANEL.TRENCH (2) 2" CONDUITS PER DETAIL # 3 ON SHEET 4 &PULL (1) 96CT FIBER THROUGHSET-UP (1) BORE PITBORE (2) 2" CONDUITS & PULL (1) 96CT FIBERTHROUGH4*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)STATION STARTSTATIONING STARTS AT 20+00 AT THE INTERSECTIONOF NE 12TH ST & DAYTON PL NEMFP22002372 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDW W W W W W WWWWWWWWWWWWWWWWWWWWGGGGGGGGGPPPPWWWWWWWWFHWMVVVVV2430NE 12TH STNE 12TH STEDMONDS AVE NE ROWROWROWROWROWROWROW ROW ROW ROWROWROWROWEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOP EOP EOPPP EOPEOPEOPEOPEOP EOPWMCB DD T T T T T T T T T T CBPPPPPD CBCBDSIDEWALK SIDEWALK DWYDWYBOREPIT STA 10+00STA 10+50MATCHLINE SHEET 5STA 10+351243' BORE4'233'NAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJW1:160'8'16'106CONSTRUCTION PLANPROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.STATION STARTSTATIONING STARTS AT 10+00 AT THE INTERSECTIONOF EDMONDS AVE NE & NE 12TH PL*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)STATION STARTSTATIONING STARTS AT 20+00 AT THE INTERSECTIONOF NE 12TH ST & DAYTON PL NE321CONSTRUCTION NOTES:BORE (2) 2" CONDUITS & PULL (1) 96CT FIBERTHROUGHSET-UP (1) BORE PITREMOVE EXISTING CONCRETE SIDEWALK PANEL.TRENCH (2) 2" CONDUITS PER DETAIL # 3 ON SHEET 4 &PULL (1) 96CT FIBER THROUGHMFP22002372 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDD DDDDDDDDDDDDDDDDDD DDWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGPPPPPPPPPPPPPPWWWWWWWWWWMMMMMVVV12091210119412042400NE 12TH STDAYTON PL NE ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPPPPPPPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPCBVPPPPPPPPPPCB CBSTREET LIGHTGCBCB SIDEWALKSIDEWALK SIDEWALK DWYDWY DWYDWYSTA 11+00STA 11+50STA 12+00STA 12+50STA 13+00MATCHLINE SHEET 8STA 12+86STA 20+00STA 20+50STA 21+00STA 20+191RR25'BOREPIT11'6'3' 3'NAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJW1:160'8'16'107RESTORATION PLAN1RRESTORATION NOTES:RESTORE CONCRETE SIDEWALK PANEL PER CITY OFRENTON'S SPECIFICATIONS.PROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.STATION STARTSTATIONING STARTS AT 10+00 AT THE INTERSECTIONOF EDMONDS AVE NE & NE 12TH PL*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)STATION STARTSTATIONING STARTS AT 20+00 AT THE INTERSECTIONOF NE 12TH ST & DAYTON PL NEMFP22002372 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDW W W W W W WWWWWWWWWWWWWWWWWWWWGGGGGGGGGPPPPWWWWWWWWFHWMVVVVV2430NE 12TH STNE 12TH STEDMONDS AVE NE ROWROWROWROWROWROWROW ROW ROW ROWROWROWROWEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEOPEOP EOP EOPPP EOPEOPEOPEOPEOP EOPWMCB DD T T T T T T T T T T CBPPPPPD CBCBDSIDEWALK SIDEWALK DWYDWYBOREPIT STA 10+00STA 10+50MATCHLINE SHEET 7STA 10+351R3'3'4'8'2R3'NAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJW1:160'8'16'108RESTORATION PLANPROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.STATION STARTSTATIONING STARTS AT 10+00 AT THE INTERSECTIONOF EDMONDS AVE NE & NE 12TH PL*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)STATION STARTSTATIONING STARTS AT 20+00 AT THE INTERSECTIONOF NE 12TH ST & DAYTON PL NE1RRESTORATION NOTES:RESTORE CONCRETE SIDEWALK PANEL PER CITY OFRENTON'S SPECIFICATIONS.RESTORE LANDSCAPE PER CITY OF RENTON'SSPECIFICATIONS.2RMFP22002372 3' 3'5'64'13'10'30'CLUNK Ø DRAIN@ UNK DEPTH1' MIN1' MIN1' MIN1' MIN1' MIN1' MINUNK Ø DRAIN@ UNK DEPTHUNK Ø GAS@ UNK DEPTHUNK Ø WATER@ UNK DEPTHUNK Ø SEWER@ UNK DEPTHUNK Ø POWER@ UNK DEPTHDAYTON PL NEN/B LANES/B LANEHOR: 1" = 10'VER: 1" = 10'0024101520253035404550556065707580859095100681012105110115120125130135140145150BORE PITRISERPOLEAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJW1:100'5'10'109RESTORATION PLANPROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)CONTINUEDON SHEET 10Depending on depth ofwater main you may berequired to go under thewater main. 1' verticalseparation is required.MFP22002372 3' 3'96'4'1' MIN1' MINUNK Ø POWER@ UNK DEPTH150155160165170175180185190195200205210215220225230235240245250255024681012UNK Ø POWER@ UNK DEPTHCONDUIT PIVOTBORE PITAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS REV DESCRIPTION OF CHANGEDATE BY QC /RJB0000349780 T3A - WARNTNH07500 2X2 2430 NE 12th St. Renton, WA 98056 Node Segmentation17-05004/28/2022THJW1:100'5'10'1010RESTORATION PLANPROPOSED PATH DISCLAIMERS1.PROPOSED PATH MAY CHANGE AT TIME OFCONSTRUCTION DUE TO UTILITY LOCATIONSAND INSPECTOR REQUIREMENTS2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED INFIELD DURING TIME OF CONSTRUCTIONUTILITY DISCLAIMERALL LOCATIONS OF UTILITIES SHOWN AREAPPROXIMATE. LOCATION OF ALL UTILITIES TO BEVERIFIED PRIOR TO CONSTRUCTION. CALL UTILITYUNDERGROUND LOCATION CENTER AT1-800-424-5555POTHOLE IN SOFT SURFACESWHEN AVAILABLE. PATCHPOTHOLE LOCATION PER LOCALJURISDICTION SPECIFICATIONLOCATIONPOTHOLE DISCLAIMERDRAINAGE SYSTEM DISCLAIMEREXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THECONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM AREIMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BERESTORED TO THE ORIGINAL CONDITIONS.*UTILITY NOTE*WHEN CROSSING EXISTING SIDE SEWER,STORM MAIN, AND WATER UTILITIES, PROPOSEDCONDUIT MUST MAINTAIN A MINIMUM OF 12"VERTICAL CLEARANCE (MEASURED FROMOUTSIDE EDGE TO OUTSIDE EDGE)CONTINUEDON SHEET 9MFP22002372