Loading...
HomeMy WebLinkAboutMFP26001277.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001277 IVR Number: 26001277 Permit Information Permit Name: JB0002478022 OSP DE Address/Location:03/13/2026Application Date:0007200060Parcel Number: 400 S 2ND ST Permit Type:04/27/2026Issue Date:Franchise Permit Work Class:04/27/2027Expiration Date:Major Utility Job Number: JB0002478022 OSP DEFranchise Type:Cable Description: JB0002478022 OSP DE Comcast proposes splice at 14 locations. Contacts Name Address PhoneTypeBilling Ashley Kiehn Mastec Communications 4610 Tacoma Avenue Sumner, WA 98390 ApplicantX Rhiana Wedgeworth-Stanford Comcast Cable B: (720) 990-0929 H: (720) 990-0929 C: (720) 990-0929 Contact Mastec North America Inc 800 S Douglas Road, 1200 Coral Gables, FL 33134 Contractor Business License Number: 51687Construction Contractor: MASTENA991KJ FACILITIES & OPERATIONS CTR 300 SW 7TH ST RENTON , WA 98055 Owner 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 JB0002478022 OSP DE 400 S 2nd St Renton, WA 98057 4/13/26 5/13/26 9:00am 5:00pm Mastec North America, LLC Dominic Minniti 253-736-4697 4610 Tacoma Ave Sumner, WA 98390 Splice at 14 locations Rhiana Wedgeworth-Stanford 720-990-0929 3/13/26 Jason Foster Jason Foster Monday Friday 9:00am 3:00pm Scott Warlick CED 4/27/2026 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 MFP26001277 PROPOSED SPLICE LOCATION COMCAST 2A DIGITAL (FDX) - NONE - WAKVD0F700 1x2 (RNTNH06600 2x2) 400 S 2nd St, Renton, WA 98057 JB0002478022 MFP26001277This 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 © 2026 Microsoft Corporation © 2026 TomTom A A A A A A A A A PS Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 VICINITY MAP CONTACTS PG#SHEET INDEX 1 COVER SHEET 2 VICINITY MAP, CONTACTS & SHEET INDEX 3 GENERAL NOTES 4 LEGEND 5-10 SITE-PLAN 11 HARDWARE SPECIFICATION 11 N/A N/A DESCRIPTION OF WORK TOTAL (14) SPLICE LOCATINS. TOTAL:###### VI C I N I T Y MA P 2 MASTEC PERMITTING ASHLEY KIEHN PHONE: (253)797-8118 EMAIL: ASHLEY.KIEHN@MASTEC.COM COMCAST MASTEC OPE DOMINIC MINNITI 4610 TACOMA AVE SUMNER, WA 98390 PHONE: (253) 736-4697 EMAIL: DMINNITI@SEFNCO.COM RHIANA WEDGEWORTH-STANFORD PHONE: (720) 990-0929 EMAIL: RHIANA_WEDGEWORTH-STANFORD@COMCAST.COM S1 S2 S3 S4S5S6 MFP26001277 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 11 N/A N/A GE N E R A L NO T E S 3 THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO HEREBY DISCLAIMS ANY RESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION. 1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTION REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE LOCAL JURISDICTION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER. 2.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 VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 5.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 ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 7.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 8.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 9.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE LOCAL JURISDICTION, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH LOCAL JURISDICTION. 10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALL TIMES. 13.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS. 14.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 SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. 15.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTION ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. 16.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION. 17.CALL THE "CALL BEFORE YOU DIG" NUMBER 48HRS IN ADVANCE AT 1-800-424-5555 PRIOR TO DIGGING. 18.ALL NEW ANCHORS WILL BE 1" X 7' MANTA RAY ANCHORS. 19.ALL NEW ANCHORS WILL BE PLACED WITH A MINIMUM LEAD LENGTH EQUAL TO OR GREATER THAN A 3 TO 1 RATIO. 20.NO CROSS DRILLING WITHIN 3" OF EXISTING HOLES. 21.ALL NEW ATTACHMENTS SHALL BOND TO MGN WHERE REQUIRED. ·HOA HEIGHT OF ATTACHMENT ·FGA FIBER GLASS ARM ·WA WOOD ARM ·AA ALLEY ARM ·MA METAL (SEATTLE) ARM ·CA COMPOSITE (PUPI) ARM ·TOP TOP OUTSIDE POSITION ·TIP TOP INSIDE POSITION ·BOP BOTTOM OUTSIDE POSITION ·BIP BOTTOM INSIDE POSITION ·FS FIELD SIDE ·RS ROAD SIDE ·DE DEAD END ATTACHMENT ·FDE FALSE DEAD END ATTACHMENT ·OHG OVERHEAD GUY ·IM INTEGRATED MESSENGER ·SLMA STREET LIGHT MAST ARM ·DL DRIP LOOP ·(E)EXISTING ·(P)PROPOSED ABBREVIATIONS TRAFFIC CONTROL GENERAL NOTES 1.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB. (PEDESTRIAN PATH PROVIDED WHERE REQUIRED) AND WILL BE MONITORED BY A SPOTTER TO ENSURE FLOW AND SAFETY DURING WORK UNLESS OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT TRAFFIC. 3.NO EXCEPTION TAKEN- CONTRACTOR IS RESPONSIBLE FOR ADA COMPLIANCE. 4.ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES. WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D). 5.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST. 6.FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. 7.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'. 8.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT, EMPLOYEES AND CHILDREN. WHILE PASSENGER LOADING/UNLOADING, STOPPED OR SLOWING: CEASE WORK, YIELD. WHEN SCHOOL TRANSIT, AND/OR PEDESTRIANS, DEPART COMMENCE WORK. MFP26001277 Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 11 N/A N/A LE G E N D 4 LEGEND TELECOMMUNICATION SANITARY SEWER GAS LINE WATER STORM DRAIN RECYCLED WATER POWER PARCEL LINE RIGHT OF WAY DITCH LINE CENTER LINE EDGE OF PAVEMENT FACE OF CURB PROPERTY LINE LIP OF GUTTER GUARDRAIL SD SD W W SS SS G G T T LIP D/L EOP FOC RW RW BUILDING OUTLINE P FLFOG LINE SIDEWALK SWSW TRENCH DIRECT BORE PROPOSED AERIAL STRAND PROOF/PULL PROPOSED OVERLASH MINOR ARTERIAL COLLECTOR ARTERIAL INTERSTATE FREEWAY ACCESS STREET PRINCIPAL ARTERIAL BUILDING R/W WARNING SIGN PLACEMENT (W/ PART #) TRAFFIC BARREL HYDRO-VAC TRENCH KEEP RIGHT REGULATORY SIGN (W/ PART #) LIMIT SPEED R2-1 25SPEED LIMIT CALLOUT SIGN PLACEMENT / DIRECTION TRAFFIC CONE FLAGGER STATION FLAGGER STATION PATROL CAR POLICE OFFICER UNIFORMED POLICE OFFICER WORK VEHICLE FENCE STREET LIGHT HANDHOLE TELECOM MANHOLE TELECOM HANDHOLE TELECOM CABINET TRAFFIC SIGNAL MANHOLE TRAFFIC CABINET TRAFFIC SIGNAL PEDESTAL STREET LIGHT POLE TRAFFIC SIGNAL HANDHOLE CATV MANHOLE CATV HANDHOLE CATV PEDESTAL TRAFFIC SIGNAL POLE STORM MANHOLE WATER VALVE WATER METER TELECOM PEDESTAL STORM INLET STORM DRAIN UNKNOWN D ? SI SEWER VALVE S SEWER VAULT S S SEWER UNKNOWN S ? STORM DRAIN VAULT SD SEWER CLEANOUT SEWER MANHOLE SC SEWER CATCH BASIN SS STORM ACCESS POINT BASE LAYERS EXISTING UTILITIES ROAD HATCH CLASSIFICATION ROW WORK LINETYPE COMCAST UNDERGROUND SYMBOLS EXISTING UTILITY SYMBOLS TRAFFIC CONTROL SYMBOLS STORM CATCH BASIN SD TRAFFIC SIGNAL VAULT GAS METERTEST VALVE PEDESTAL UNK UTILITY FIRE HYDRANT GAS VALVE GAS TEST POINT GAS MANHOLE WATER PUMP G G G WATER AIR CONTROL VALVE WATER WELL WATER SAMPLING STATION POWER HANDHOLE POWER MANHOLE POWER CABINET POWER VAULT POWER PEDESTAL P POWER UNKNOWN P P P P P P ? SIGN POST CULVERT TRANSIT STOP BUS STOP DRIVEWAY (FOC OR EOP) SD SS ANCHOR SIDEWALK ANCHOR & GUY (P) FIBER & COUNT F48 (P) .625 COAX (P) .875 COAX COMCAST AERIAL SYMBOLS PROPOSEDEXISTING WRECKOUT POLE W/O RISER RISER ARM VERTICAL GROUND SLACK SPAN OVERHEAD GUY TANGENT ATTACHMENT DEAD-END DOUBLE DEAD-END (E) FIBER & COUNT F48 (E) .625 COAX (E) .875 COAX SL SL TS TS TS TS C C C T T T T T S TS ? PUMP F WELL TREE TRIM LIGHT/MEDIUM/HEAVY L M H// WRECKOUT VAULT SPLICE CASE MANHOLE PEDESTAL PP P A MINIBRIDGER T T T A A TAP AMPLIFER POTHOLE BORE PIT / EXCAVATION M M M PROPOSEDEXISTING WRECKOUT NODE Node Symbol A B C DNode Symbol STORAGE LOOP X'X' LIT INTERSECTION FAS FLASHING ARROW SEQUENTIAL ARROW SEQUENTIAL CHEVRON FLASHING DOUBLE ARROW (MERGE LEFT OR RIGHT) FLASHING CAUTION OR FLASHING DIAMOND CAUTION ARROWBOARD PLACEMENT (SEE BELOW) CHANNELIZING DEVICES / MIN DIMENSIONS NOTE(S): 1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND OTHER SPECIFICATIONS SHOWN. 2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD EQUALS 24". 3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD SHALL CONFORM TO THE SHAPE OF THE ARROW. ARROWBOARD TYPE MIN LEGIBILITY DISTANCE MIN SIZE MINIMUM # OF ELEMENTS A B C D 48"×24" 60"×30" 96"×48" NONE 12 MILE 1 MILE 34 MILE 12 MILE 12 13 15 12 5F T M I N 4FT MIN 8-12" 45° TYPE 3 BARRICADE 3F T M I N 45° 2FT MIN 8-12" TYPE 1 BARRICADE 3F T M I N 8-12" 2FT MIN 45° TYPE 2 BARRICADE 3-4" 6"2" 4" 28 ' - 3 6 " M A X SPEED < 45MPH NIGHT AND/OR FREEWAY MO R E T H A N 3 6 " 4-6" TYP CONE CONE SPEED ≥ 45MPH DIRECTION INDICATOR BARRICADE 12" 8" 36 " M I N 24" MIN 45° UNLIT INTERSECTION DB TRENCH A VAC-T SPOTTER STATION ALL TRAFFIC CONTROL DEVICES / ANNOTATIONS PER MUTCD AMPLIFIER PICTURE TAP PICTURE Equipment MFP26001277 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W S 2ND ST Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 11 SI T E P L A N - 1 5 N 400 S 2ND ST SPLICE LOCATION. MFP26001277 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/W R/ W R/WR/WR/W R/WR/W R/WR/W R/W R/ W R/ W R/W R/W R/W R/WR/W R/ W R/W R/W R/W R/WR/WR/W R/ W R/W R/ W R/ W R/W R/W R/W R/W R/ W R/W R/W R/W R/ W R/W R/ W R/W R/W R/W R/ W R/WR/W R/ W R/W R/W R/WR/W R/ W R/W R/ W R/W R/W R/ W R/ W R/ W R/ W R/ W R/ W R/ W A A S 2ND ST BU R N E T T A V E S B U R N E T T P L S Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 11 SI T E P L A N - 2 6 N 710 S 2ND ST SPLICE LOCATION. NOTE: RECOMMEND REDESIGNING THIS LOCATION FOR EASE OF PERMITTING. CHANGE THE BLOCK SPLICE TO A LE., REMOVE MINI AND PLACE A DC-8 TO MATCH INT DC OF CURRENT MINI. CURRENT LOCATION IS IN A VAULT IN THE SIDE WALK OF THE MAIN TRAFFIC ROUTE. MFP26001277 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/WR/W R/ W R/W R/W R/W R/WR/W R/W R/WR/W R/W R/ W R/WR/W R/W R/W R/WR/W R/W R/ W R/WR/W R/W R/W R/ W R/ W R/W R/W R/W R/W R/ W R/ W R/W R/W R/ W R/ W R/W R/W R/W R/ W R/W R/W R/W R/ W R/W R/WR/W R/ W R/WR/W R/ W R/WR/W R/ W R/WR/W R/W R/ W R/ W R/ W R/ W R/ W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/ W R/W R/WR/W R/W R/W R/W A A A BU R N E T T A V E S B U R N E T T P L S LO G A N A V E S PS Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 11 SI T E P L A N - 3 7 N 104 BURNETT AVE S SPLICE LOCATION. SPLICE LOCATION. 96 LOGAN AVE S SPLICE LOCATION. 710 S 2ND ST SPLICE LOCATION. NODE AND SPLICE CASE LOCATION VERIFIED. SPLICE LOCATION. POWER SUPPLY LOCATION VERIFIED. 113 LOGAN AVE S MFP26001277 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/W R/W R/W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/W R/W R/ W R/ W R/W R/W R/W R/ W R/W R/W R/W R/ W R/WR/W R/W R/W R/ W R/W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/W A LO G A N A V E S AIRPORT WY Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 11 SI T E P L A N - 4 8 N SPLICE LOCATION. 36 LOGAN AVE S MFP26001277 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/W R/W R/ W R/W R/W R/W R/WR/W R/W R/ W R/W R/W R/W R/W R/W R/ W R/ W R/W R/W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/W R/W R/ W R/W R/W R/ W R/W R/ W R/W R/ W R/W R/W R/ W R/W R/W R/W R/ W R/W R/W R/W R/W R/W R/W R/W R/ W R/ W R/W R/W R/W R/ W R/W R/W R/W R/ W R/W A A S TOBIN ST S TILLICUM ST SH A T T U C K A V E S Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 11 SI T E P L A N - 5 9 N SPLICE LOCATION. 312 S TOBIN ST SPLICE LOCATION. 235 AIRPORT WAY MFP26001277 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS R/WR/W R/W R/W R/ W R/W R/W R/W R/WR/W R/ W R/ W R/W R/ W R/W R/W R/W R/W R/W R/ W R/WR/W R/ W R/W R/W R/ W R/W R/ W R/W R/ W R/W R/ W R/ W R/W R/WR/W R/W R/ WR/ WR/ W R/ W R/ W R/ W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/ W R/W R/W R/ W A S TOBIN ST S TILLICUM ST LA K E A V E S Know what's below.Call R 811 48 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERT CALL TOLL FREEDIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 11 SI T E P L A N - 6 10 N SPLICE LOCATION. 150 S TOBIN ST MFP26001277 NTS 11 HA R D W A R E SP E C I F I C A T I O N S 11 REVISIONS DATE DESCRIPTION INITIAL Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. 2A D I G I T A L ( F D X ) - N O N E - W A K V D 0 F 7 0 0 1 x 2 ( R N T N H 0 6 6 0 0 2 x 2 ) 40 0 S 2 n d S t Re n t o n , W A 9 8 0 5 7 JB 0 0 0 2 4 7 8 0 2 2 REVISIONS DATE DESCRIPTION INITIAL COMCAST SHEET OF DATE: EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION. SI T E N A M E : SCALE LO C A T I O N A D D R E S S : CO M C A S T J O B N U M B E R : STAMP DRAWN BY:HR 03/10/26 N STARLINE SERIES: BLE100AUX 1 GHz AMPLIFIER FEATURES: ·SIMPLIFY PLANT UPGRADES WITH MODULAR RF DESIGN AND 1.2 GHZ CAPABLE HOUSING ·IMPROVE AMPLIFIER REACH WITH OPTIONAL GAN TECHNOLOGY AND INCREASED STATION TILT ·MAINTAIN CURRENT AMPLIFIER SPACING WITH HIGH OUTPUT GAAS TECHNOLOGY ·EXPAND RETURN PATH BANDWIDTH WITH PLUG‐IN DIPLEX FILTER SUPPORT TO 85 MHZ ·MINIMIZE RF DRIFT OVER TEMPERATURE WITH OPTIONAL ANALOG OR QAM ADU HOUSING DIMENSIONS (L×W×D): 15.4" x 9.6" x 5.5" 292 mm x 244 mm x 140 mm WEIGHT:15 lb 6.8kg FFT*-* Q SERIES ·FFT2-*Q: 2 PORT TAPS ·FFT4-*Q: 4 PORT TAPS ·FFT8-*Q: 8 PORT TAPS ·FFT*-PBA-V: 2 PORT TAPS FEATURES: ·SUPPORT DOCSIS 3.1 EXPANDED BANDWIDTH UP TO 1218 MHz. ·IMPROVE NETWORK PERFORMANCE WITH SIGNAL CONDITIONING PLUG-INS. ·HIGH QUALITY RF CONNECTION WITH AUTO-SEIZE F-CONNECTORS. ·MAINTAIN EXISTING INSTALLED BASE WITH COMPATIBILITY BACK TO "F" SERIES FFT HOUSINGS. ·STANDARD FACEPLATE ONLY OPTIONS FOR COST-EFFECTIVE UPGRADES TO EXISTING FFT DEPLOYMENTS. ·HIGH LEVEL OF NETWORK RESILIENCE WITH 6 kV SURGE RESISTANCE ON FEEDERLINE AND F-PORTS. ·BLANK TAP OPTION FFT*-PBA-V FOR FUTURE EXPANSION ·MAINTAIN RF AND AC CONNECTIONS WITH FACEPLATE REMOVED WITH INTEGRATED BYPASS CAPABILITY. HOUSING DIMENSIONS (L×W×D): 4.0" x 2.9" x 5.6" 10.2cm x 7.4cm x 14.2cm WEIGHT:1 lb 0.45kg HARDWARE REPLACEMENT DIMENSIONS AMPLIFIER TAP STARLINE SERIES: MB100 1 GHz MINIBRIDGER FEATURES: ·SIMPLIFY PLANT UPGRADES WITH MODULAR RF DESIGN AND 1.2 GHZ CAPABLE HOUSING ·IMPROVE AMPLIFIER REACH WITH OPTIONAL GAN TECHNOLOGY AND INCREASED STATION TILT ·MAINTAIN CURRENT AMPLIFIER SPACING WITH HIGH OUTPUT GAAS TECHNOLOGY ·EXPAND RETURN PATH BANDWIDTH WITH PLUG‐IN DIPLEX FILTER SUPPORT TO 85 MHZ ·MINIMIZE RF DRIFT OVER TEMPERATURE WITH OPTIONAL ANALOG OR QAM ADU HOUSING DIMENSIONS (L×W×D): 15.4" x 9.6" x 5.5" 292 mm x 244 mm x 140 mm WEIGHT:15 lb 6.8kg MINIBRIDGER MINIBRIDGER MFP26001277