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Home My WebLink AboutMFP26001210.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001210 IVR Number: 26001210 Permit Information Permit Name: JB0000468090 SOUTH TIE-IN - Comcast Cable Franchise Permit - Trench and place conduit with Fiber approximately 206 lfAddress/Location:03/10/2026Application Date:0823059231Parcel Number: 1000 GARDEN AVE N Permit Type:04/20/2026Issue Date:Franchise Permit Work Class:04/20/2027Expiration Date:Major Utility Job Number: JB0000468090 SOUTH TIE-INFranchise Type:Cable Description: JB0000468090 SOUTH TIE IN Comcast proposes to trench and place conduit with fiber. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Permitting Department Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 ApplicantX Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Contact Laurie Dietz Comcast - Finance Questions 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Contact Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact Permitting Department Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Contact Permitting Department Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Contractor Business License Number: 20838Electrical Contractor: CANNOCL7941N Construction Contractor: CANNOCL791JK Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Emergency Contact BNSF PO BOX 961089 FORT WORTH , TX 76161 Owner Comcast - Billing 1701 John F Kennedy BLVD John F. Kennedy Blvd Philadelphia, PA 19103 B: (425) 918-1140Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES 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 MFP26001210 Scott Warlick 4/20/2026 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 3/12/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 3/12/2025 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 AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. 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.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) 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: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Monday Friday 3:00pm9:00am Scott Warlick CED 4/20/2026 MFP26001210 S/ W S/ W S/WS/W S/W S/W S/W 737 1000 N S O U T H P O R T D R N S O U T H P O R T D R G A R D E N A V E N ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW RO W RO W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW R O W RO W RO W RO W RO W RO W ROW ROW ROW ROW ROW ROW ROW ROW EO P EO P EO P EO P EOP EOP EO P EOP EOP EOP EOP EOP EOP EOP EOP S/W S/W S/ W S/W S/ W S/ W EO P EO P EO P EOPEOP EOP EOP EOP FL FL FL FL FL FL FL FL FL EOP EOP EOP EOP EO P EOP EOP EOP EOP EO P EOP EO P EOP EOP EOP EOP EOP EOP EOP FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOP S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EO P EO P EO P EOP EOP EO P EOP EO P EOP EO P EOP EOP EOP EOP S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W S/W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW W T B L 6 D E V I C E M I N 50 ' - 1 0 0 ' X X X SPE E D LIMI T POS T E D SPEE D L I M I T 25 R2-1 W4-2R RIGH T L A N E W20-5 R CLOS E D AHEA D ROAD WOR K AHEA D W20-1 FA S X X X ROA D WOR K AHE A D W20- 1 ROAD WORK AHEAD W20-1 R O A D W O R K A H E A D W 2 0 - 1 PEDESTRIANSPOTTER PEDESTRIANSPOTTER 5'12' STEEL PLATE RECESSED STEEL PLATES SHALL BE PLACED OVER OPEN TRENCH DURING NON-WORK HOURS. W8-24 SIGNS SHALL BE PLACED AS ADVANCED WARNING TO VEHICLES SPOTTER TO MOVE CONES & GUIDE VEHICLES FROM AFFECTED BUSINESSES WHEN NEEDED/ACCESSIBLE DURING TIME OF CONSTRUCTION FLAGGER/SPOTTER TO STOP WORK AND DIRECT/ ASSIST PEDESTRIANS AROUND WORK AREA CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.LAK E W A S H I N G T O N B L V D N FAS OK R3-6R DISCLAIMERAll traffic control setups, sign spacing, and procedures will conform to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) Cities and various municipalities may have also adopted specialized guidelinesfor traffic control within their jurisdiction. It is the responsibility of the on-site traffic control personnel to verify if any special conditions exist. TRAFFIC CONTROL PLAN THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHINTHIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION TRAFFIC CONTROL ADDITIONAL NOTES- Will coordinate with any businesses that will be affected by construction- Temporary "NO PARKING" signs to be placed at least 72 hours prior to work- Driveway access will be maintained unless otherwise noted- Sidewalk of 4' width minimum, existing preferred, will be maintained forpedestrian access unless otherwise noted, spotter on site to escort pedestrians - All work will stop while pedestrians are escorted through work zones- Signs within roadway will be protected by channelization devices- All traffic control devices used for night work must be retroreflective through work zone FLA G G E R SP O T T E R LEGEND Work Vehicle Truck Mounted Attenuator Work Area Flagger Spotter Traffic Safety Cone/Drum WT WT 0'25'50' SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) WORK TYPE:UNDERGROUND WORK N S EW Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: Mike Cocke (P): (253) 362-9555 (E): mcocke@teamcannon.com COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 GF SOUTHPORT OFFICE COMPLEX T23N R05E S08 COULON BEACH PARK RD DR & LAKE WASHINGTON BLVD N RENTON WA 98056 JB0000468090 -------- MC RW 03/05/2026 COVER SHEET COMCAST RW KB 001 001 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. F$1121 F216758F7H21 IIF F2175 2 I 6 8 3 ( 5 9 H 6 2 5 F (57H)H(G 75$))HF .$KI$ % 8 F . I ( K ( ; 3 B C C E MFP26001210 SHEET 5 CONTACT: Danny Cooley PHONE: (253) 215-7020 EMAIL: Danny_Cooley@comcast.com 410 Valley Ave NW Puyallup, WA 98371 COMCAST CABLE COMMUNICATION LLC CLIENT VICINITY MAP 406 Porter Way Milton, WA 98354 CONTACT: Mike Cocke PHONE: (253) 362-9555 EMAIL: mcocke@teamcannon.com CANNON COMPANIES HYPERBUILD 1 -COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4 -DETAILS 5 -CONSTRUCTION PLAN 6 -RESTORATION PLAN NO SCALE SCOPE OF WORK -REMOVE EXISTING LANDSCAPE AS NEEDED & TRENCH (1) 4" CONDUIT PER DETAIL # 1 ON SHEET 4. PULL (1) 96CT FIBER THROUGH -REMOVE EXISTING CONCRETE SIDEWALK PANELS & TRENCH (1) 4" CONDUIT PER DETAIL # 2 ON SHEET 4. PULL (1) 96CT FIBER THROUGH -REMOVE EXISTING ASPHALT CONCRETE AS NEEDED & TRENCH (1) 4" CONDUIT PER DETAIL # 3 ON SHEET 4. PULL (1) 96CT FIBER THROUGH N S EW POLE COUNT = TRANSMISSION = DISTRIBUTION = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = POLE INFORMATION 0 0 0 0 0 BILL OF MATERIALS *ALL FOOTAGES AND MATERIALS ARE ESTIMATED OVER-LASH =FT NEW AERIAL =FT PROOF & PULL =FT NEW UNDERGROUND =FT RISER =FT TOTAL ROW FOOTAGE =FT RIGHT OF WAY FOOTAGES*: =FT=FT+ 20% STORAGE MATERIAL FOOTAGES* 0 0 0 206 (0)0 206 96CT 206247 SHEET INDEX Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 GF SOUTHPORT OFFICE COMPLEX T23N R05E S08 COULON BEACH PARK DR & LAKE WASHINGTON BLVD N RENTON WA 98056 JB0000468090 -------- MC RW 03/05/2026 COVER SHEET COMCAST RW KB 001 006 MFP26001210 This 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/HR RESTORATION PER CITY OF RENTON STANDARDS NO SCALE STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 GF SOUTHPORT OFFICE COMPLEX T23N R05E S08 COULON BEACH PARK DR & LAKE WASHINGTON BLVD N RENTON WA 98056 JB0000468090 -------- MC RW 03/05/2026 GENERAL NOTES COMCAST RW KB 002 006 MFP26001210 NO SCALE V NEW V TH NEW TH CAB NEW CAB DH NEW DH P NEW P LINE TYPES FL FL EOP EOP ROW ROW S/W S/W D/W D/W X X U U U U U U U U P P PARCEL LINE BUILDING OUTLINE LANE LINE CENTERLINE / STATION LINE FOG LINE EDGE OF PAVEMENT (EOP) RIGHT OF WAY (ROW) SIDEWALK (S/W) DRIVEWAY (D/W) FENCE GUARDRAIL CROSSWALK RAILROAD POWER TS TS TRAFFIC SIGNAL F/O F/O FIBER OPTIC T T TELECOMMUNICATION S S SEWER MAIN SS SS SANITARY SEWER D D DRAIN MAIN DD DD DRAINAGE DITCH G G GAS OIL OIL OIL STM STM STEAM W W WATER UNK UNK UNKNOWN UTILITY TRAFFIC CONES STRAW WATTLES A A EXISTING AERIAL A A NEW AERIAL C C EXISTING/PROOF & PULL CONDUIT PROPOSED CONDUIT SYMBOLS HATCH PATTERNS CONCRETE ASPHALT CONCRETE PANELS LANDSCAPELIMITS OF RESTORATION GRAVEL BRICK/COBBLE ROWIP ALLEY / TRAVEL LANE WZ ROWIP PARKING / BIKE LANE WZ ROWIP SIDEWALK WZ OH OH OVERHEAD UTILITIES #VAULT (EXIST / NEW) SIZE MAY VARY MANHOLE (EXIST / NEW) DOGHOUSE (EXIST / NEW) TIGERHOUSE (EXIST / NEW) NODE CABINET (EXIST / NEW) PEDESTAL (EXIST / NEW) R R UTILITY POLE (EXIST / NEW) UTILITY RISER (EXIST / NEW) 200' EXISTING SPLICE CASE NEW SPLICE CASE NEW MAT. STORAGE NEW COAX TAP UTILITY POTHOLE POLE ANCHOR / DOWN GUY CB CATCH BASIN CATCH BASIN W/ SOCK CW CROSSWALK SIGNAL SL STREET LIGHT FH FIRE HYDRANT M WATER METER V UTILITY VALVE TREE SHRUBBERY N S EW STREET SIGN MAP COMPASS 339'FOOTAGE NOTE LANE DIRECTION INDICATOR BUS STOP LOCATION MARK-UP NOTATIONS # # PHOTO LOCATOR/ORIENTATION CALLOUT CONSTRUCTION NOTE CALLOUT POLE # CALLOUT STA 0+00 DISTANCE STATION A # CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION SHEET # #WORK LOCATION PHOTO NOTE CALLOUT #DISTANCE DIMENSION ADA RAMP CB #VAULT # CALLOUT MH MH Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 GF SOUTHPORT OFFICE COMPLEX T23N R05E S08 COULON BEACH PARK DR & LAKE WASHINGTON BLVD N RENTON WA 98056 JB0000468090 -------- MC RW 03/05/2026 LEGEND COMCAST RW KB 003 006 MFP26001210 NO SCALE 6" CONCRETE TRENCH DETAIL STANDARD DETAIL 8" MIN CONCRETE (MATCH EX IF GREATER PANEL WIDTH PER PLAN 12" MIN.12" MIN 6" MIN COMPACT MINERAL AGGREGATE TYPE 2 COMPACTED BACKFILL 3' M I N . 24" 12" EX CONCRETE SURFACE ZONE OF INFLUENCE 2 Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 GF SOUTHPORT OFFICE COMPLEX T23N R05E S08 COULON BEACH PARK DR & LAKE WASHINGTON BLVD N RENTON WA 98056 JB0000468090 -------- MC RW 03/05/2026 DETAILS COMCAST RW KB 004 006 TRENCH - SOFT SURFACE STANDARD DETAIL PROPOSED CONDUIT6"-12" 18" 18" 36" EXISTING SOFT SURFACE MAGNETIC LOCATOR TAPE (ENTIRE TRENCH LENGTH) BACKFILL COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY OR STONEWAY MIX 1004. SURFACE RESTORATION CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION 1 6" ASPHALT TRENCH DETAIL STANDARD DETAIL 3" HMA (CL 1/2") (MATCH EX IF GREATER PATCH WIDTH PER PLAN 12" MIN.12" MIN 11" HMA (CL 1/2 OR 1) 6" MIN COMPACT MINERAL AGGREGATE TYPE 2 COMPACTED BACKFILL 3' M I N . 24" 12" EX ASPHALT SURFACE CONTRACTOR TO VERIFY SPECIFICATION WITH CITY OF SEATTLE 3 MFP26001210 737 LAK E W A S H I N G T O N B L V D N ROW ROW ROW ROW ROW ROW ROW RO W RO W EO P EOP EO P EOP FL FL FL FL FL FL F L F L FL FL FL FL FL FL FL FL G G EOP S/ W S/W E O P EOP EOP E O P EOP EOP EO P EO P EOP EOP P S/W S/W S/W S/W S/W S/W S/W S / W ROW ROW ROW ROW ROW ROW ROW W W W W W W S S S S D D D D D D D D W W W W CB MH MH MH W W W W W FH M V VV C B T T T SL SL STA 11 + 0 0 STA 11+50 STA 12 + 0 0 S T A 1 2 + 5 0 STA 11 + 0 4 STA 1 1 + 6 9 1 1 VAC FROM VAULT DUE TO LARGE WATER MAIN LENGTH: ( ) ' CT 119 1 96 LENGTH: ( ) ' CT 87 1 96 P V 3 2 2 26' 3' 4' 5' 12' 24' 2' 2' 3' CA B 5' 5' 21' 6'3' 1 CONSTRUCTION NOTES: REMOVE EXISTING LANDSCAPE AS NEEDED & TRENCH (1) 4" CONDUIT PER DETAIL # 1 ON SHEET 4. PULL (1) 96CT FIBER THROUGH REMOVE EXISTING CONCRETE SIDEWALK PANELS & TRENCH (1) 4" CONDUIT PER DETAIL # 2 ON SHEET 4. PULL (1) 96CT FIBER THROUGH REMOVE EXISTING ASPHALT CONCRETE AS NEEDED & TRENCH (1) 4" CONDUIT PER DETAIL # 3 ON SHEET 4. PULL (1) 96CT FIBER THROUGH 2 3 0'10'20' DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5' HORIZONTAL CLEARANCE. PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 STATION START STATIONING STARTS AT THE INTERSECTION OF10+00 N SOUTHPORT DR & LAKE WASHINGTON BLVD N N S EW Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 GF SOUTHPORT OFFICE COMPLEX T23N R05E S08 COULON BEACH PARK DR & LAKE WASHINGTON BLVD N RENTON WA 98056 JB0000468090 -------- MC RW 03/05/2026 CONSTRUCTION PLAN COMCAST RW KB 005 006 Additional approval from BNSF will be required for work in their row. Portions of this work are on private property and will require approval from the property owner Maintain maximum separation from Water main. 5-feet minimum is required. MFP26001210 737 LAK E W A S H I N G T O N B L V D N ROW ROW ROW ROW ROW ROW ROW ROW ROW R O W E O P EOP EO P EOP EOP FL FL FL FL FL FL F L F L FL FL FL FL FL FL FL EOP S/W S/ W S/W E O P E O P EO P EOP E O P EOP EOP EO P EO P EOP EOP S/W S/W S/W S/W S/W S/W S / W S / W ROW ROW ROW ROW ROW ROW 1R 2R 3R 1R 2R 2' 9' 7' 33' 6' 8' 2R 18' 20' 8' 4' 29' 88' 1R RESTORATION NOTES: RESTORE LANDSCAPE PER CITY OF RENTON'S SPECIFICATIONS. RESTORE CONCRETE SIDEWALK PANELS PER CITY OF RENTON'S SPECIFICATIONS. RESTORE ASPHALT CONCRETE ROADWAY PER CITY OF RENTON'S SPECIFICATIONS. 2R 3R 0'10'20' N S EW Client: Project No. Permit No. Revisions: Original 1 2 3 4 5 6 PM DRAFTER Sheet Title: DATE Sheet No. Designed by: Drawn by: Checked by: of Sheet Scale: COMCAST CABLE COMMUNICATION LLC 410 Valley Ave NW Puyallup, WA 98371 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 GF SOUTHPORT OFFICE COMPLEX T23N R05E S08 COULON BEACH PARK DR & LAKE WASHINGTON BLVD N RENTON WA 98056 JB0000468090 -------- MC RW 03/05/2026 RESTORATION PLAN COMCAST RW KB 006 006 MFP26001210 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001210 (Date)(Signature) Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES