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Home My WebLink AboutMFP23000263.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP23000263 IVR Number: 23000263 Permit Information Permit Name: Comcast Cable Franchise Permit-JB0001169603 Address/Location:01/16/2023Application Date:2323059156Parcel Number: 16005 SE 144TH ST Permit Type:02/06/2023Issue Date:Franchise Permit Work Class:02/06/2024Expiration Date:Major Utility Job Number: JB0001169603Franchise Type:Cable Description: Comcast JB0001169603 Splice/Aerial OVERLASH NEW 96CT FIBER A TOTAL OF 1,099' (6 SPANS). PROOF/PULL NEW 96CT FIBER A TOTAL OF 616' THROUGH EXISTING (1) 2'' CONDUIT AND 3 EXISTING PEDESTALS. ACCESS 13 EXISTING COMCAST AERIAL SPLICE CASES FOR MAINTENANCE. UPGRADE 1 EXISTING COMCAST AERIAL SPLICE CASE. REPLACE 4 EXISTING COMCAST AERIAL SPLICE CASES. ACCESS 6 EXISTING PEDESTALS FOR MAINTENANCE. Contacts Name Address PhoneTypeBilling David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 ApplicantX Jessamin Santos Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (206) 401-2188Contact David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 Contact David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 Contractor Business License Number: 20838Construction Contractor: CANNOCL791JK Electrical Contractor: CANNOCI873CL Jessamin Santos Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (206) 401-2188Emergency Contact 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 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF 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 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 98371 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) SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: OVERLASH241SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPLICE LOCATIONSIGNALIZED INTERSECTIONCONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTIONROADWORKAHEADW20-1W1-4LROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1X*X*X*X* X*156TH AVE SESE 6TH ST SE 7TH PL SE 142ND PL1401814009140151401514041140451405114051154466501650265086507X*SPEEDLIMIT2516'10'10'8'11'11'X*65036509HOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 14015 156TH AVE SE, RENTONDESCRIPTION: OVERLASH BETWEEN POLES.SPLICE AT MARKED LOCATIONS.UNIFORMED POLICE OFFICERX*X*X*X*W20-7BEPREPAREDTO STOPW3-4X*X*L/260'BEPREPAREDTO STOPW3-4BEPREPAREDTO STOPW3-4W20-7W20-71400414007OVERLASH CONTINGENT WITHCITY OF RENTON JURISDICTIONIN THE SAME JOB (DOWN SE142ND PL AND CONTINUINGSOUTH DOWN 156TH AVE SE16'10'10'ONROADWAYCW11-1 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: OVERLASH242SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPLICE LOCATIONHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 16020 SE 144TH ST, RENTONDESCRIPTION: OVERLASH BETWEEN POLES.SPLICE AT MARKED LOCATIONFLAGGING STATION50'50'50'X'X'X'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X'X'X'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7X*X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7SPEEDLIMIT25OVERLASH CONTINGENT WITH CITY OFRENTON JURISDICTION IN THE SAMEJOB (WEST DOWN SE 144TH ST)SE 144TH STSE 144TH ST15911159171591415928143261602014405160057'11'11'9' 16005SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: OVERLASH243SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPLICE LOCATIONHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 16028 SE 144TH ST, RENTONDESCRIPTION: OVERLASH BETWEEN POLES.SPLICE AT MARKED LOCATION. RISER DOWNAND PROOF/PULL.50'X'X'X'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-750'50'X'X'X'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7FLAGGING STATIONSPEEDLIMIT25X'ROADWORKAHEADW20-1X'BEPREPAREDTO STOPW3-4X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4W20-7X*X* X*X*ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4SE 144TH ST160TH AVE SE159281432616020144021440511'11'9'161ST AVE SE143141441016028160361610616114NOTIFY KING COUNTYMETRO IN ADVANCE OFCONSTRUCTION FORIMPACTED BUS STOP SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: OVERLASH244SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPLICE LOCATIONHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 14426 161ST AVE SE, RENTONDESCRIPTION: PROOF/PULL BETWEENMARKED WORK ZONES, SPLICE AT MARKEDLOCATIONS.X*X*X*X*ROADWORKAHEADW20-1W4-119LROADWORKAHEADW20-1ROADWORKAHEADW20-1161ST AVE SESE 145TH PLSE 145TH ST CTSE 144TH ST14435144271441914411144181442614410144021603916031160361610616114WORK AREA7'7'7'7'30'SPEEDLIMIT25PROOF/PULL CONTINGENT WITH CITYOF RENTON JURISDICTION IN THESAME JOB (SOUTH DOWN 161ST AVESE THEN EAST DOWN SE 145TH PL)8'8' SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: REPLACE TAP245SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 12616 156TH AVE SE, RENTONDESCRIPTION: REPLACE TAP AT POLE50'50'50'X*X*X*X'X'X'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7SPEEDLIMIT25FLAGGING STATION156TH AVE SE1280412816128201292311'11' SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE246SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 13111 156TH AVE SE, RENTONDESCRIPTION: SPLICE AT PEDESTAL.FLAGGING STATIONWORK AREASPLICE LOCATION5'5'50'50'50'X*X*X*X'X'X'X'X'X'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7156TH AVE SESE 132ND ST SPEEDLIMIT25131111311013016131281320413203132051322015522155141551511'11'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE247SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 15259 SE 132ND ST, RENTONDESCRIPTION: SPLICE AT MARKEDLOCATIONSPLICE LOCATIONX*X*X*ROADWORKAHEADW20-1W4-119LROADWORKAHEADW20-18'20'SPEEDLIMIT25UTILITY POLESE 132ND STSHADOW AVE NE15235152431525115259154051541315402200X*ROADWORKAHEADW20-122'GRAVEL SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE248SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 13325 156TH AVE SE, RENTONDESCRIPTION: SPLICE AT MARKEDLOCATIONSSPLICE LOCATIONUTILITY POLEL/265'X*ROADWORKAHEADW20-1ROADWORKAHEADW20-1X*X'X'ROADWORKAHEADW20-1SPEEDLIMIT25156TH AVE SE12'12'11'8'11'12'7'7'13325133251340713407134181323265046510CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTIONNE 1ST STX*W1-4LONROADWAYCW11-1 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE249SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 13507 156TH AVE SE, RENTONDESCRIPTION: SPLICE AT MARKEDLOCATIONSSPLICE LOCATIONUTILITY POLEX*X*ROADWORKAHEADW20-18'11'135271343613456156TH AVE SESE 2ND PL SPEEDLIMIT25ONROADWAYCW11-1 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2410SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 6301 SE 2ND PL, RENTONDESCRIPTION: SPLICE AT MARKEDLOCATIONSSPLICE LOCATIONUTILITY POLEX*X*ROADWORKAHEADW20-1W4-119RSE 2ND PLSHADOW PL SETOLEDO AVE SE6209621561366142620025225863018'20'SPEEDLIMIT2528'X*ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2411SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 13707 156TH AVE SE, RENTONDESCRIPTION: SPLICE AT MARKEDLOCATIONSSPLICE LOCATIONUTILITY POLEL/265'X*X*X*ROADWORKAHEADW20-1W1-4LROADWORKAHEADW20-1156TH AVE SESPEEDLIMIT2513615640213616137106523137231372713707137078'15'11'11'10'6'ONROADWAYCW11-1X* SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: REPLACE TAP2412SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 13815 TOLEDO AVE SE,RENTONDESCRIPTION: REPLACE TAP AT POLE.UTILITY POLEX*ROADWORKAHEADW20-1TOLEDO AVE SE13815SPEEDLIMIT258'20'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS11'W4-119RX* SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2413SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 6517 SE 4TH PL, RENTONDESCRIPTION: SPLICE AT MARKEDLOCATIONUTILITY POLEX*X*X*ROADWORKAHEADW20-1W4-119LROADWORKAHEADW20-18'SPLICE LOCATIONCONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTION32'SPEEDLIMIT25650565141562165176520652365266606660366096612SE 4TH PL24' SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2414SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 13906 156TH AVE SE, RENTONDESCRIPTION: SPLICE AT MARKED LOCATIONUTILITY POLESPLICE LOCATIONX*X*ROADWORKAHEADW20-1SPEEDLIMIT25156TH AVE SESE 5TH PL13908139086414 64178'11'ONROADWAYCW11-1 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: REPLACE TAP2415SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 6611 SE 5TH PL, RENTONDESCRIPTION: REPLACE TAP AT POLES.UTILITY POLEX*X*SE 5TH PLROADWORKAHEADW20-1W4-119LSPEEDLIMIT25651365196525660566116617670566146608660265246518CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTION8'23'8' SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2416SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 13909 160TH AVE SE, RENTONDESCRIPTION: SPLICE AT MARKED LOCATIONUTILITY POLE50'50'50'X'X'X'X'X'X'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7160TH AVE SE160TH AVE SE FLAGGING STATIONSPLICE LOCATIONSPEEDLIMIT25X'X'X'ROADWORKAHEADW20-1W20-7BEPREPAREDTO STOPW3-423'138141390013909139286846SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H 253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2417SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 14155 160TH AVE SE, RENTONDESCRIPTION: SPLICE AT MARKED LOCATIONUTILITY POLEFLAGGING STATIONSPLICE LOCATION50'X'X'X'50'X'X'X'X'X'X'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7BEPREPAREDTO STOPW3-4ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7ROADWORKAHEADW20-1W20-7160TH AVE SESE 141ST PL1402814017680214103141101411514119 16009160151413110'10'SPEEDLIMIT25SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2418SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 14110 160TH AVE SE, RENTONDESCRIPTION: SPLICE AT DOGHOUSE ATMARKED LOCATION.FLAGGING STATIONSPLICE LOCATION50'X'X'X'50'50'X'X'X'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7BEPREPAREDTO STOPW3-4ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X'X'X'ROADWORKAHEADW20-1W20-7SPEEDLIMIT25160TH AVE SE160TH AVE SE WORK AREA5'5'SPOTTER TO ASSISTVEHICLES LEAVINGDRIVEWAYS14119141151410868021401714028141101600916015 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLANN O R T H253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2419SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 618 WAPATO PL SE, RENTONDESCRIPTION: SPLICE AT DOGHOUSE ATMARKED LOCATIONS.SPLICE LOCATIONWORK AREA5'5'5'5'WAPATO PL SESE 7TH PL X*X*ROADWORKAHEADW20-1W4-119LX*ROADWORKAHEADW20-166096610731732726720618612CONTRACTOR TO NOTIFYPROPERTY OWNER OFTEMPORARY DRIVEWAYCLOSURE PRIOR TOCONSTRUCTIONX*ROADWORKAHEADW20-1SPEEDLIMIT258'W4-119RX*26' SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLAN253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2420SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 16018 SE 142ND PL, RENTONDESCRIPTION: SPLICE AT PEDESTAL ATMARKED LOCATION.SPLICE LOCATIONSPEEDLIMIT25WORK AREA5'5'160111601116011160181602416021160271420414205160TH AVE SESE 142ND PL8'20'X120'ROADWORKAHEADW20-1W4-119LROADWORKAHEADW20-1X100'X100'N O R T H SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLAN253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2421SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 14312 160TH AVE SE, RENTONDESCRIPTION: SPLICE AT MARKED LOCATIONUTILITY POLESPLICE LOCATION1592814326143141431214302160TH AVE SEFLAGGING STATION50'50'50'N O R T HX*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*10'10'X*X*X*ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7SPEEDLIMIT25 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLAN253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2422SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 14525 160TH AVE SE, RENTONDESCRIPTION: SPLICE AT MARKED LOCATIONUTILITY POLESPLICE LOCATION160TH AVE SESE 145TH PL 14627145251450514505N O R T H GRAVEL8'X*X*ROADWORKAHEADW20-1W21-5SHOULDERWORKROADWORKAHEADW20-1X*20'SPEEDLIMIT25 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLAN253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2423SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 14528 160TH CT SE, RENTONDESCRIPTION: SPLICE AT DOGHOUSE ATMARKED LOCATION.SPLICE LOCATIONN O R T HWORK AREAR7-T39 NO PARK5'5'1452814516145041450114515145271460314436144398'160TH CT SESE 145TH PL X115'ROADWORKAHEADW20-1W4-119LX50'SPEEDLIMIT2526' SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852NOTES:1. ALL SIGNS ARE 36"-48" ACROSS2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10'7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURBRURAL ROADS & URBAN ARTERIALSRURAL ROADSRESIDENTIAL & BUSINESS DISTRICTSURBAN STREETSRURAL ROADS & URBAN ARTERIALS350'±500'±100'±200'±(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERCHANGE RAMPS, AT-GRADE INTERSECTIONS ANDDRIVEWAYS(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TOFIT ROADWAY CONDITIONSSIGN SPACING = X35/40 MPH45/55 MPH25 MPH OR LESS25/30 MPHCHANNELIZATION DEVICESPACING (FEET)35/4525/3050MPHTAPER403020406080TANGENT150251051151253530165180205225245402702953204545049554050500550600101112LANEWIDTH(FEET)MINIMUM TAPER LENGTH = L (FEET)POSTED SPEED (MPH)TRAFFIC CONTROL PLAN253035404550556065645570495425360305250200155LENGTH (FEET)SPEED (MPH)LONGITUDINAL BUFFER SPACE = BBUFFER DATA20115TYPE OF TCP: WORK HOURSPHASE OF WORK: SPLICE2424SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001169603JOB ADDRESS: 14609 161ST AVE SE, RENTONDESCRIPTION: SPLICE AT DOGHOUSE ATMARKED LOCATION.SPLICE LOCATIONN O R T H8'X*X*5'5'ROADWORKAHEADW20-1W4-119LWORK AREAR7-T39 NO PARKX*ROADWORKAHEADW20-1ROADWORKAHEADW20-1161ST AVE SESE 145TH PL SE 146T H P L 146061460616110146051460914517X100'145031610516104SPEEDLIMIT2520' ADDRESS: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NAME: JB0001169603 - PRINTSDRAWING FILE LOCATION: G:\SHARED DRIVES\BOOKER ENGINEERING\CLIENTS\CANNON\CANNON COMCAST\PRINTS\KING COUNTY\JB0001169603_PRINTS\JB0001169603_PRINT_RENTON.DWGAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285281SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T HSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/25 - DESIGN VIEWS 1/2526 - TYPICALSSCOPE OF WORKOVERLASH NEW 96CT FIBER A TOTAL OF 1,099'(6-SPANS). PROOF/PULL NEW 96CT FIBER A TOTALOF 616' THROUGH EXISTING (1)-2'' CONDUIT AND 3EXISTING PEDESTALS. ACCESS 13 EXISTINGCOMCAST AERIAL SPLICE CASES FORMAINTENANCE. UPGRADE 1 EXISTING COMCASTAERIAL SPLICE CASE. REPLACE 4 EXISTINGCOMCAST AERIAL SPLICE CASES. ACCESS 6EXISTING PEDESTALS FOR MAINTENANCE. ALLCONSTRUCTION AND RESTORATION TO MEET OREXCEED CITY OF RENTON STANDARDS.VICINITY MAPCONTACTSKYLE CONNENGINEERING MANAGERCANNON CONSTRUCTIONKCONN@CANNONCONSTRUCTIONINC.COM360.701.1633SPENCER KARINIEMIOPERATIONS MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852SHEET 19SHEET 18SHEET 28SHEET 10SHEET 14SHEET 16SHEET 4SHEET 5SHEET 26SHEET 27SHEET 25SHEET 24SHEET 23SHEET 21SHEET 22SHEET 17SHEET 15SHEET 13SHEET 12SHEET 11SHEET 9SHEET 8SHEET 6SHEET 7SHEET 20SE 138TH PLSE 144TH STSE 136TH STSE 2ND ST160TH AVE SE GENERAL NOTES1.THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURREDTO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIGSYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.2.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTHIN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANYAPPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE CITY OFRENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALLVERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTORAT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.5.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTINGUTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BERESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.6.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANYPERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.8.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE ASITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.9.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.10.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITHM.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALLTRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH CITY OF RENTON.11.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS ORDESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.12.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OFRENTON INSPECTOR AT ALL TIMES. THE CITY OF RENTON REQUEST A NEW PLAN SET THAT INDICATES THE NEWLY RELOCATED FACILITIES WHEN CONSTRUCTION IS COMPLETED.14.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTEON THE RECORD DRAWINGS.15.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALLBE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.16.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.17.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANDANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF RENTON.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285282SHEET NUMBEROFKnow what's below.Call before you dig.R AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285283SHEET NUMBEROFKnow what's below.Call before you dig.RLEGENDXX(XXX')N O R T H#F#F#F 1405114045140411401514009650365026501156TH AVE SESE 7TH PL199'PARCEL# 2345750320158'CONSTRUCTION NOTES1FROM PSE POLE 317666-167904 OVERLASH NEW 96CTFIBER A TOTAL OF 630' (S) (3-SPANS) TO PSE POLE317604-167902.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285284SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 11MATCH TO SHEET 5 4PLACE NEW SPLICE CASE NEAR PSE POLE 317630-167902.3REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317648-167903.2UPGRADE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317666-167904.234 156TH AVE SESE 142ND PL14204156061422914207273'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285285SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 1FROM PSE POLE 317666-167904 OVERLASH NEW 96CTFIBER A TOTAL OF 630' (S) (3-SPANS) TO PSE POLE317604-167902.1MATCH TO SHEET4 1440516005143261602016028160091602516031SE 144TH ST160TH AVE SE 15928179'151'CONSTRUCTION NOTES1FROM PSE POLE 317553-168035 OVERLASH NEW 96CTFIBER A TOTAL OF 469' (E) (3-SPANS) TO PSE POLE317552-168075.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285286SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T HMATCH TO SHEET 7211 2ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE FORMAINTENANCE. 1603616039144021610614411144191442714435161041611214426144181441016114161ST AVE SESE 144TH ST SE 145TH PL139'66'93'168'204'85'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285287SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 2PROOF/PULL NEW 96CT FIBER 25' DOWN PSE POLE317552-168075 THROUGH EXISTING (1)-2" RISER.3PROOF/PULL NEW 96CT FIBER 616' (SE) (4-SPANS) TOPD-03 THROUGH EXISTING (1)-2" CONDUIT.MATCH TO SHEET61FROM PSE POLE 317553-168035 OVERLASH NEW 96CTFIBER A TOTAL OF 469' (3-SPANS) (E) TO PSE POLE317552-168075.3312 156TH AVE SE1560312816PARCEL# 3664500170CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285288SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 1REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE318049-167912.1 156TH AVE SE13110131281552213111CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285289SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317968-167910 FOR MAINTENANCE.1 SE 132ND ST1540515259CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852810SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317958-167851 FOR MAINTENANCE.1 155191332513232156TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852811SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317910-167910 FOR MAINTENANCE.1 PARCEL# 330430T998134076504156TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852812SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317892-167908 FOR MAINTENANCE.1 156TH AVE SESE 2ND PL1352713456CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852813SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317828-167907 FOR MAINTENANCE.1 SE 2ND PL2526301CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852814SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317824-167840 FOR MAINTENANCE.1 1370713727PARCEL# 142305904513710156TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852815SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317772-167906 FOR MAINTENANCE.1 154TH AVE SE138101381513801CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852816SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317751-167845.1 6514652065176511SE 4TH PLCONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852817SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317738-167925 FOR MAINTENANCE.1 156TH AVE SE641413908CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852818SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE NEAR PSE POLE317717-167906 FOR MAINTENANCE.1 SE 5TH PL66146608660566116617CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852819SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317707-167956.2REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317707-167971.21 6610612618WAPATO PL SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852820SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1 73273114204WAPATO PL SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852821SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE. 1381413900PARCEL# 608420TR-E160TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852822SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317717-168033 FOR MAINTENANCE.1 14103141031411514115160TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852823SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H2ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317643-168032 FOR MAINTENANCE.21 16011160211420416018CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852824SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1 143021431415845PARCEL# 145750TRCT160TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852825SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317580-168031 FOR MAINTENANCE.1 144391452514505106TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852826SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317508-168034 FOR MAINTENANCE.1 160TH CT SE14516145281452714515CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852827SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1 161051451714503PARCEL# 1081320190161ST AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852828SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1 TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852828SHEET NUMBEROFKnow what's below.Call before you dig.R Cannon Construction LLC. 406 Porter Way Milton, WA 98354 1/16/2023 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB0001169603 To whom it may concern: Cannon Construction has been contracted to design and engineer this project on behalf of Comcast Cable Communications Management. Comcast is applying for a variance request in order to upgrade their existing facilities. Comcast proposes to OVERLASH NEW 96CT FIBER A TOTAL OF 1,099'(6-SPANS). PROOF/PULL NEW 96CT FIBER A TOTAL OF 616' THROUGH EXISTING (1)-2'' CONDUIT AND 3 EXISTING PEDESTALS. ACCESS 13 EXISTING COMCAST AERIAL SPLICE CASES FOR MAINTENANCE. UPGRADE 1 EXISTING COMCAST AERIAL SPLICE CASE. REPLACE 4 EXISTING COMCAST AERIAL SPLICE CASES. ACCESS 6 EXISTING PEDESTALS FOR MAINTENANCE at 154051 156TH AVE SE, RENTON, WA 98059 Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash on existing plant will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15-25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Risk of potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent any undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare. Comcast does agree to participate in future underground improvements for its proportionate share of the undergrounding costs, waiving the obligation into the future when all other utilities are undergrounded to prevent an undue hardship against Comcast currently. Upon the granting of the variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project, please contact Alex Fox phone 253.359.6809 Thank you for your consideration in this matter. David Standring Permit Coordinator Cannon Construction Inc. o 253-922-2787 | permitting@teamcannon.com February 6, 2023 David Standring Cannon Construction Inc. 4610 Tacoma Avenue, Sumner WA 98390 Via Email: Permitting@teamcannon.com SUBJECT: Request for Undergrounding Exemption (JB#1169603, MFP23000263, 16005 SE 144th St) Dear Mr. Standring: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have Cannon Construction Inc overlash new 96CT fiber for a total of approximately 1099 lineal feet to existing Puget Sound Energy (PSE) poles along 156th Ave SE, SE 144th St, and 161st Ave SE within the City. See the enclosed Site Plan showing the proposed overlashing limits. ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720 grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below, through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton. Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are underground, Grantee shall place its Cable System’s distribution cables underground within that area; provided that such underground locations are actually capable of accommodating Grantee’s cable and other equipment without technical degradation of the Cable Systems’ signal quality. The proposal would utilize existing poles with other attached franchisee communication facilities and overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need to be provided for, any existing obsolete cable will need to be removed; staff recommends these as conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast franchise agreement which allows new overhead facilities to be placed overhead provided there are other similar providers overhead as well. Comcast is required to obtain all necessary private utility easements for work on private property. DECISION: The requested exemption from underground utility installation requirements RMC4-6-090 (C) as requested by the applicant is approved with conditions subject to the conditions below as the request complies with the Comcast Franchise Agreement. Comcast Job JB#1169603 Page 2 of 2 February 6, 2023 Conditions of Approval: 1. Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. 2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3. A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk, along with the required appeal fee, by 5:00 pm, February 20, 2023. Due to the ongoing state of emergency enacted by Governor’s Proclamation 20-28.14 (and as amended), the City Clerk’s Office is working remotely. For that reason, appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is submitted electronically. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov. Sincerely, Brianne Bannwarth, PE Development Engineering Director cc: C.E. “Chip” Vincent, CED Administrator Justin Johnson, Construction Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Engineering Specialist III Franchise Permits Enclosures: Site Plan ADDRESS: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NAME: JB0001169603 - PRINTSDRAWING FILE LOCATION: G:\SHARED DRIVES\BOOKER ENGINEERING\CLIENTS\CANNON\CANNON COMCAST\PRINTS\KING COUNTY\JB0001169603_PRINTS\JB0001169603_PRINT_RENTON.DWGAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285281SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T HSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/25 - DESIGN VIEWS 1/2526 - TYPICALSSCOPE OF WORKOVERLASH NEW 96CT FIBER A TOTAL OF 1,099'(6-SPANS). PROOF/PULL NEW 96CT FIBER A TOTALOF 616' THROUGH EXISTING (1)-2'' CONDUIT AND 3EXISTING PEDESTALS. ACCESS 13 EXISTINGCOMCAST AERIAL SPLICE CASES FORMAINTENANCE. UPGRADE 1 EXISTING COMCASTAERIAL SPLICE CASE. REPLACE 4 EXISTINGCOMCAST AERIAL SPLICE CASES. ACCESS 6EXISTING PEDESTALS FOR MAINTENANCE. ALLCONSTRUCTION AND RESTORATION TO MEET OREXCEED CITY OF RENTON STANDARDS.VICINITY MAPCONTACTSKYLE CONNENGINEERING MANAGERCANNON CONSTRUCTIONKCONN@CANNONCONSTRUCTIONINC.COM360.701.1633SPENCER KARINIEMIOPERATIONS MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852SHEET 19SHEET 18SHEET 28SHEET 10SHEET 14SHEET 16SHEET 4SHEET 5SHEET 26SHEET 27SHEET 25SHEET 24SHEET 23SHEET 21SHEET 22SHEET 17SHEET 15SHEET 13SHEET 12SHEET 11SHEET 9SHEET 8SHEET 6SHEET 7SHEET 20SE 138TH PLSE 144TH STSE 136TH STSE 2ND ST160TH AVE SEThis permit is for Major construction work in the ROW and will be billed at an additional$158/HR for inspections. After hours and weekend work will be billed at $175/HRRESTORATION PER CITY OF RENTON STANDARDSPre-Construction meeting requiredMFP23000263 GENERAL NOTES1.THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURREDTO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIGSYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.2.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTHIN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANYAPPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE CITY OFRENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALLVERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON INSPECTORAT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED.5.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTINGUTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BERESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.6.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANYPERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.8.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE ASITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.9.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.10.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITHM.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALLTRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH CITY OF RENTON.11.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS ORDESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.12.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OFRENTON INSPECTOR AT ALL TIMES. THE CITY OF RENTON REQUEST A NEW PLAN SET THAT INDICATES THE NEWLY RELOCATED FACILITIES WHEN CONSTRUCTION IS COMPLETED.14.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTEON THE RECORD DRAWINGS.15.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALLBE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.16.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.17.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANDANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF RENTON.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285282SHEET NUMBEROFKnow what's below.Call before you dig.RMFP23000263 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285283SHEET NUMBEROFKnow what's below.Call before you dig.RLEGENDXX(XXX')N O R T H#F#F#FMFP23000263 1405114045140411401514009650365026501156TH AVE SESE 7TH PL199'PARCEL# 2345750320158'CONSTRUCTION NOTES1FROM PSE POLE 317666-167904 OVERLASH NEW 96CTFIBER A TOTAL OF 630' (S) (3-SPANS) TO PSE POLE317604-167902.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285284SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 11MATCH TO SHEET 5 4PLACE NEW SPLICE CASE NEAR PSE POLE 317630-167902.3REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317648-167903.2UPGRADE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317666-167904.234MFP23000263 156TH AVE SESE 142ND PL14204156061422914207273'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285285SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 1FROM PSE POLE 317666-167904 OVERLASH NEW 96CTFIBER A TOTAL OF 630' (S) (3-SPANS) TO PSE POLE317604-167902.1MATCH TO SHEET4MFP23000263 1440516005143261602016028160091602516031SE 144TH ST160TH AVE SE 15928179'151'CONSTRUCTION NOTES1FROM PSE POLE 317553-168035 OVERLASH NEW 96CTFIBER A TOTAL OF 469' (E) (3-SPANS) TO PSE POLE317552-168075.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285286SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T HMATCH TO SHEET 7211 2ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE FORMAINTENANCE.King County andRenton ROW line.Additional approvalmay be needed fromKing County for workin their ROW.MFP23000263 1603616039144021610614411144191442714435161041611214426144181441016114161ST AVE SESE 144TH ST SE 145TH PL139'66'93'168'204'85'CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285287SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 2PROOF/PULL NEW 96CT FIBER 25' DOWN PSE POLE317552-168075 THROUGH EXISTING (1)-2" RISER.3PROOF/PULL NEW 96CT FIBER 616' (SE) (4-SPANS) TOPD-03 THROUGH EXISTING (1)-2" CONDUIT.MATCH TO SHEET61FROM PSE POLE 317553-168035 OVERLASH NEW 96CTFIBER A TOTAL OF 469' (3-SPANS) (E) TO PSE POLE317552-168075.3312MFP23000263 156TH AVE SE1560312816PARCEL# 3664500170CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285288SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 1REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE318049-167912.1MFP23000263 156TH AVE SE13110131281552213111CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.285289SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317968-167910 FOR MAINTENANCE.1MFP23000263 SE 132ND ST1540515259CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852810SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317958-167851 FOR MAINTENANCE.1MFP23000263 155191332513232156TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852811SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317910-167910 FOR MAINTENANCE.1MFP23000263 PARCEL# 330430T998134076504156TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852812SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317892-167908 FOR MAINTENANCE.1MFP23000263 156TH AVE SESE 2ND PL1352713456CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852813SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317828-167907 FOR MAINTENANCE.1MFP23000263 SE 2ND PL2526301CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852814SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317824-167840 FOR MAINTENANCE.1MFP23000263 1370713727PARCEL# 142305904513710156TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852815SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317772-167906 FOR MAINTENANCE.1MFP23000263 154TH AVE SE138101381513801CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852816SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317751-167845.1MFP23000263 6514652065176511SE 4TH PLCONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852817SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317738-167925 FOR MAINTENANCE.1MFP23000263 156TH AVE SE641413908CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852818SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE NEAR PSE POLE317717-167906 FOR MAINTENANCE.1MFP23000263 SE 5TH PL66146608660566116617CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852819SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317707-167956.2REPLACE EXISTING AERIAL SPLICE CASE NEAR PSE POLE317707-167971.21MFP23000263 6610612618WAPATO PL SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852820SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1MFP23000263 73273114204WAPATO PL SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852821SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.MFP23000263 1381413900PARCEL# 608420TR-E160TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852822SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317717-168033 FOR MAINTENANCE.1MFP23000263 14103141031411514115160TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852823SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H2ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317643-168032 FOR MAINTENANCE.21MFP23000263 16011160211420416018CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852824SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1SE 142nd PlMFP23000263 143021431415845PARCEL# 145750TRCT160TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852825SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317580-168031 FOR MAINTENANCE.1MFP23000263 144391452514505106TH AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852826SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING AERIAL SPLICE CASE NEAR PSE POLE317508-168034 FOR MAINTENANCE.1MFP23000263 160TH CT SE14516145281452714515CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852827SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H 1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1MFP23000263 161051451714503PARCEL# 1081320190161ST AVE SECONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852828SHEET NUMBEROFKnow what's below.Call before you dig.RN O R T H1ACCESS EXISTING SPLICE CASE AT PEDESTAL PD-01 FORMAINTENANCE.1King County andRenton boundry line.Additional approvalmay be needed forwork in King county.MFP23000263 TYPICALSAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 154051 156TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001169603PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBSXX/XX/XX------------------------THE ACTUAL LOCATION OF EXISTING CONDUIT ANDCABLES MAY VARY FROM THE LOCATION SHOWN.BOOKER ENGINEERING DISCLAIMS ANYRESPONSIBILITIES FOR DAMAGES INCURRED TO ANYFACILITIES SHOWN OR NOT SHOWN IN THESEPRINTS. PERSONS WORKING IN THE AREA COVEREDBY THIS DRAWING MUST CONTACT THE STATEWIDECALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THELOCATION OF UNDERGROUND FACILITIES.------------BOOKER ENGINEERING LLC16778 146TH ST SE #190,MONROE, WA 98272360.722.2852828SHEET NUMBEROFKnow what's below.Call before you dig.RMFP23000263 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP23000263 Engineering 1 The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at the Applicant’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case the Applicant shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. 2 Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15'-6". 3 Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 4 A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. Page 1 of 1