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Home My WebLink AboutMFP23000298.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP23000298 IVR Number: 23000298 Permit Information Permit Name: Comcast Cable Franchise Permit-JB0001083648 Address/Location:01/18/2023Application Date:8029770070Parcel Number: 5571 NE 17TH ST Permit Type:01/30/2023Issue Date:Franchise Permit Work Class:01/30/2024Expiration Date:Minor Utility Job Number: JB0001083648Franchise Type:Cable Description: REVISION: ACCESS 2 EXISTING COMCAST AERIAL SPLICE CASES FOR MAINTENANCE. SEE ATTACHED PLANS FOR DETAILS. Comcast JB0001083648 PROOF/PULL NEW 96CT FIBER A TOTAL OF 1,193' (NW) THROUGH EXISTING (1) 2'' CONDUIT AND 5 EXISTING PEDESTALS. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. 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 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 Comcast Cable Communications Management JB0001083648 Jessamin Santos 253-225-0596 jessamin_santos@comcast.com 5571 NE 17TH ST, RENTON, WA 98059 T2A - WAISD00N00 1x2 - WAISD00M00 1x2 (KE13A 2x4) - RF PROOF/PULL NEW 96CT FIBER A TOTAL OF 1,193' (NW) THROUGH EXISTING (1)-2'' CONDUIT AND 5 EXISTING PEDESTALS. ACCESS 2 EXISTING COMCAST AERIAL SPLICE CASES FOR MAINTENANCE. Cannon Construction LLC - David Standring 253-922-2787 601590363 20838 02/28/2023 MFP23000298 Scott Warlick 3/9/2023 RESTORATION PER CITY OF RENTON STANDARDS 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 MFP23000298JB0001083648 5571 NE 17TH ST, RENTON, WA 98059 Cannon Jessamin Santos 206-401-2188 410 Valley Ave NW, Suite 12, Bldg C Puyallup PROOF/PULL NEW 96CT FIBER A TOTAL OF 1,193' (NW) THROUGH EXISTING (1)-2'' CONDUIT AND 5 EXISTING PEDESTALS. ACCESS 2 EXISTING COMCAST AERIAL SPLICE CASES FOR MAINTENANCE. Scott Warlick CED 3/9/2023 Monday - Friday 8:00AM - 3:00PM 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) 02/28/2023 David Standring, Permitting Coordinator 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:MAINTENANCEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001083648JOB ADDRESS: 1718 KITSAP PL N, RENTONDESCRIPTION: ACCESS PEDESTALS FORMAINTENANCE71SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARK5320531517111715171917231727172217181714171017041700535210'10'8'24'8'24'5'5'5'5'X*X*ROADWORKAHEADW20-1W4-119LKITSAP PL NENE 17TH STNE 17TH PLSPEEDLIMIT2532'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.MFP23000298 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:MAINTENANCEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001083648JOB ADDRESS: 1724 MT BAKER AVE NE,RENTONDESCRIPTION: ACCESS PEDESTALS FORMAINTENANCE72SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARK17021706172417301736174017371731172517071701541554095403NE 17TH STMT BAKER AVE NE5'5'5'5'10'10'10'12'8'8'X*X* X*ROADWORKAHEADW20-1W4-119LROADWORKAHEADW20-132'SPEEDLIMIT25PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.MFP23000298 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:MAINTENANCEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001083648JOB ADDRESS: 5362 NE 16TH ST, RENTONDESCRIPTION: SPLICE AT DOGHOUSE ANDACCESS PEDESTAL FOR MAINTENANCE73SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARK5'5'5'5'160816148'8'24'28'36'538053745368536253565350NE 16TH STLYONS PL NEX*X*ROADWORKAHEADW20-1W4-119LX*W4-119LX*ROADWORKAHEADW20-1SPEEDLIMIT25PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.MFP23000298 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:PROOF/PULL, SPLICEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001083648JOB ADDRESS: 5370 NE 17TH ST, RENTONDESCRIPTION: PROOF AND PULL BETWEENPEDESTALS, SPLICE AT PEDESTALS74SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARK10'10'17001704170817045302531553525358536453705'5'5'5'5'5'5'5'5376538216148'24'10'10'8'24'8'24'X*X*W4-119LROADWORKAHEADW20-1X*ROADWORKAHEADW20-1NE 17TH STNE 17TH PL 32'LYONS PL NESPEEDLIMIT25PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.MFP23000298 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: PROOF/PULLHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001083648JOB ADDRESS: 5403 NE 17TH ST, RENTONDESCRIPTION: PROOF AND PULL BETWEENPEDESTALS.75SHEET NUMBEROFLEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEWORK AREAR7-T39 NO PARK5'5'5'5'PEDESTRIAN ESCORT: STOP WORK, SECUREPASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ONEXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BEFREE OF OVERHEAD HAZARDS WHEN PEDESTRIANSARE MOVING THROUGH THE WORK ZONE.1701170717061702161354035409541516155559556555625556NE 17TH STMT BAKER AVE NE8'24'X*W4-119L8'24'X* X* X*ROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1X*ROADWORKAHEADW20-1SPEEDLIMIT25MT BAKER PL NE LYONS AVE NE 32'MFP23000298 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852RURAL 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: XXXXXHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001083648JOB ADDRESS: 14435 RENTON ISSAQUAHRD SE, RENTONDESCRIPTION: SPLICE AT POLELEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEUTILITY POLESPLICE LOCATIONWSDOT NOTES:1. NOTIFY WSDOT @ 206.440.4473 FIVE DAYS PRIOR TO STARTING WORK.2. AT TIME OF WORK, CALL WSDOT RADIO @ 206.440.4490 AT TIME LANE IS CLOSED (OR INTERSECTION FLAGGED); AND AGAIN WHEN LANE/INTERSECTION IS OPENED. LEAVE A CONTACT NAME AND CELLPHONE NUMBER WITH RADIO.3. ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED. ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS.4. DURING NON-WORKING HOURS WORK AREA SHALL MEET CRITERIA IN WSDOT STD. SPECS. 1-07.23; INCLUDING BUT NOT LIMITED TO "DROP OFF" PROTECTION.5. ALL "W" SERIES SIGNS SHALL BE 48" FLUORESCENT ORANGE, UNLESS OTHERWISE NOTED.6. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS.7. PEDESTRIAN SPOTTERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS.8. NOTIFY TRANSIT AUTHORITY FIVE DAYS PRIOR TO STARTING WORK.9. WORK NIGHTS SHALL BE MONDAY TO THURSDAY. CLOSURE HOURS: 9:00 PM TO 5:00 AM.76SHEET NUMBEROFSPEEDLIMIT35L/370'ROADWORKAHEADW20-1W21-5SHOULDERWORK1443514441532514424144341450614520145TH PL SERENTON ISSAQUAH RD SE8'MFP23000298 SPENCER KARINIEMITRAFFIC CONTROL SUPERVISOR360-722-2852RURAL 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: SPLICEHOURS OF TCP: 8AM-5PM24 HR CONTACT:KYLE CONNCANNON CONSTRUCTION360.701.1633KCONN@CANNONCONSTRUCTIONINC.COMJOB NUMBER: JB0001083648JOB ADDRESS: 14530 RENTON ISSAQUAH RDSE, RENTONDESCRIPTION: SPLICE AT POLELEGENDTRAFFIC SAFETY DRUMSTEMP SIGN LOCATIONWORK VEHICLEFLAGGING STATIONUTILITY POLESPLICE LOCATIONWSDOT NOTES:1. NOTIFY WSDOT @ 206.440.4473 FIVE DAYS PRIOR TO STARTING WORK.2. AT TIME OF WORK, CALL WSDOT RADIO @ 206.440.4490 AT TIME LANE IS CLOSED (OR INTERSECTION FLAGGED); AND AGAIN WHEN LANE/INTERSECTION IS OPENED. LEAVE A CONTACT NAME AND CELLPHONE NUMBER WITH RADIO.3. ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED. ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS.4. DURING NON-WORKING HOURS WORK AREA SHALL MEET CRITERIA IN WSDOT STD. SPECS. 1-07.23; INCLUDING BUT NOT LIMITED TO "DROP OFF" PROTECTION.5. ALL "W" SERIES SIGNS SHALL BE 48" FLUORESCENT ORANGE, UNLESS OTHERWISE NOTED.6. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS.7. PEDESTRIAN SPOTTERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS.8. NOTIFY TRANSIT AUTHORITY FIVE DAYS PRIOR TO STARTING WORK.9. WORK NIGHTS SHALL BE MONDAY TO THURSDAY. CLOSURE HOURS: 9:00 PM TO 5:00 AM.77SHEET NUMBEROF13'ROADWORKAHEADW20-1ONE LANEROADAHEADW20-4W20-7X*X*X*ROADWORKAHEADW20-1W20-7ONE LANEROADAHEADW20-450'50'X*X*X*50'145TH PL SE 10'10'RENTON ISSAQUAH RD SE145201453014600146145325SPEEDLIMIT35MFP23000298 ADDRESS: 10726 148TH AVE SE, RENTON, WA 98059PROJECT NAME: JB0001083648 - PRINTSDRAWING FILE LOCATION: G:\SHARED DRIVES\BOOKER ENGINEERING\CLIENTS\CANNON\CANNON COMCAST\PRINTS\KING COUNTY\JB0001083648_PRINTS\JB0001083648_PRINT_RENTON.DWGAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 10726 148TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001083648PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBS01/16/23SDKADR02/20/23------------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 NUMBEROFRN O R T HSITE LOCATIONSHEET INDEX1 - COVER SHEET2 - GENERAL NOTES3 - LEGEND4/8 - DESIGN VIEWS 1/5SCOPE OF WORKPROOF/PULL NEW 96CT FIBER A TOTAL OF 1,193'(NW) THROUGH EXISTING (1)-2'' CONDUIT AND 5EXISTING PEDESTALS. ACCESS 2 EXISTINGCOMCAST AERIAL SPLICE CASES FORMAINTENANCE. ALL CONSTRUCTION ANDRESTORATION TO MEET OR EXCEED CITY OFRENTON STANDARDS.CONTACTSKYLE CONNENGINEERING MANAGERCANNON CONSTRUCTIONKCONN@CANNONCONSTRUCTIONINC.COM360.701.1633SPENCER KARINIEMIOPERATIONS MANAGERBOOKER ENGINEERINGSPENCER@BOOKERENG.COM360.722.2852VICINITY MAPSHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SR- 900 NILE AVE NE KITSAP PL NE151ST AVE SESE 112TH STHOQUIAM AVE NE MFP23000298 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: 10726 148TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001083648PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBS01/16/23SDKADR02/20/23------------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 NUMBEROFRMFP23000298 AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 10726 148TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001083648PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBS01/16/23SDKADR02/20/23------------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 NUMBEROFRLEGENDXX(XXX')N O R T H#F#F#FMFP23000298 5409541516151609170617025556556255715565555917011707PARCEL# 802977TR-CPARCEL# 8029770510NE 17TH STMT BAKER AVE NEMT BAKER PL NE148TH AVE SE299'216'89'CONSTRUCTION NOTES2FROM PSE POLE 318768-167656 PROOF/PULL NEW 96CTFIBER A TOTAL OF 1,193' (NW) THROUGH EXISTING (1)-2"CONDUIT AND 5 PEDESTALS TO PD-06.AS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 10726 148TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001083648PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBS01/16/23SDKADR02/20/23------------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 NUMBEROFRN O R T HMATCH TO SHEET51PROOF/PULL NEW 96CT FIBER 25' DOWN PSE POLE318768-167656 THROUGH EXISTING (1)-2" RISER.122MFP23000298 5358536453705376538217011707537453801614161316071608PARCEL# 8029770520PARCEL# 802977TR-A53685403NE 17TH STNE 16TH STLYONS AVE NE203'63'200'(299')CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 10726 148TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001083648PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBS01/16/23SDKADR02/20/23------------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 NUMBEROFRN O R T HMATCH TO SHEET6MATCH TO SHEET 4 1FROM PSE POLE 318768-167656 PROOF/PULL NEW 96CTFIBER A TOTAL OF 1,193' (NW) THROUGH EXISTING (1)-2"CONDUIT AND 5 PEDESTALS TO PD-06.MFP23000298 PARCEL# 8029770520170417005352KIT S A P P L N E CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 10726 148TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001083648PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBS01/16/23SDKADR02/20/23------------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 NUMBEROFRN O R T H MATCH TO SHEET5(203')123'1FROM PSE POLE 318768-167656 PROOF/PULL NEW 96CTFIBER A TOTAL OF 1,193' (NW) THROUGH EXISTING (1)-2"CONDUIT AND 5 PEDESTALS TO PD-06.MFP23000298 SR 9005311 NE SUNSET BLVDPARCEL# 0323059028CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 10726 148TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001083648PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBS01/16/23SDKADR02/20/23------------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 NUMBEROFRN O R T H 1ACCESS EXISTING COMCAST AERIAL SPLICE CASE NEAR PSEPOLE 318660-167553 FOR MAINTENANCE.114434 SE RENTON-ISSAQUAH RDPARCEL# 032305920714506 SE RENTON-ISSAQUAH RDPARCEL# 0323059027MFP23000298 SR 9005311 NE SUNSET BLVDPARCEL# 03230590285400 NE 13TH PLPARCEL# 0293850110CONSTRUCTION NOTESAS-BUILTREVISIONSNO.DATEENGINEERDRAFTERORIGINAL12PROJECT LOCATION: 10726 148TH AVE SE, RENTON, WA 98059PROJECT NUMBER: JB0001083648PERMIT NUMBER: ----CANNON ENGINEER: KYLE CONNCONFIDENTIAL/ PROPRIETARYSDKWBS01/16/23SDKADR02/20/23------------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 NUMBEROFRN O R T H MATCH TO SHEET71ACCESS EXISTING COMCAST AERIAL SPLICE CASE NEAR PSEPOLE 318674-167584 FOR MAINTENANCE.1MFP23000298