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0001892568_PRIORITY HIGH-2A DIGITAL - WATMD01D00 1X2 - WATMD01C00 2X4 (YC01 4X4) - RF_cutover_DesignPROPOSED CUTOVER/SPLICE LOCATIONS - FIBER INSTALLATION COMCAST 16426 CANAL CT SE,YELM, WA 98597 JB0001892568 PRIORITY HIGH-2A DIGITAL - WATMD01D00 1X2 - WATMD01C00 2X4 (YC01 4X4) - RF © 2024 Microsoft Corporation © 2024 TomTom A A A A A A A A CONTACTS PG#SHEET INDEX 1 COVER SHEET 2 VICINITY MAP, CONTACTS & SHEET INDEX 3 GENERAL NOTES 4 LEGEND 5 - 11 SITE-PLAN 12 DETAILS / SECTIONS DESCRIPTION OF WORK TOTAL (10) CUT-OVER / SPLICE LOCATIONS - SEE VICINITY MAP FOR APPROXIMATE LOCATIONS 0LF END OF PERMIT DESIGN IN R.O.W. TOTAL:0LF VI C I N I T Y M A P SEFNCO - PERMITTING ASHLEY KIEHN 4610 TACOMA AVE SUMNER, WA 98390 PHONE:253-999-2271 EMAIL: ASKIEHN@SEFNCO.COM 122 R. O . W . P E R M I T - D E S I G N NTS REVISIONS DATE DESCRIPTION INITIAL COMCAST - OPE SEFNCO - OPE 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F PAULA ABERCROMBIE 410 VALLEY AVE PUYALLUP, WA 98371 PHONE: (253) 864-4310 Paula_McDonald@cable.comcast.com DOUG WALKER 4610 TACOMA AVE. SUMNER, WA 98390 253-736-4257 Doug.Walker@mastec.com N SEE SHEET-5 SEE SHEET-6 SEE SHEET-8 SEE SHEET-7 SEE SHEET-9 SEE SHEET-10 SEE SHEET-11 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F GE N E R A L NO T E S GENERAL NOTES 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. 123 R. O . W . P E R M I T - D E S I G N N/A REVISIONS DATE DESCRIPTION INITIAL 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F LE G E N D 124 R. O . W . P E R M I T - D E S I G N LEGEND TELECOMMUNICATION SANITARY SEWER GAS LINE WATER STORM DRAIN RECYCLED WATER ELECTRICAL RAILROAD RIGHT OF WAY DITCH LINE CENTER LINE EDGE OF PAVEMENT FACE OF CURB PROPERTY LINE LIP OF GUTTER GUARDRAIL FENCE SD SD W W SS SS G G E E T T R/W LIP D/L EOP FOC RW RW TRENCH DIRECT BORE DB DB PROPOSED AERIAL OVERLASH PROPOSED BASE LAYERS EXISTING UTILITIES EXISTING UTILITIES SYMBOLS POWER HANDHOLE POWER MANHOLE POWER CABINET STREET LIGHT HANDHOLE POWER SIDEWALK GUY SEWER CLEANOUT STORM CATCH BASIN STORM MANHOLE WATER VALVE WATER METERTELECOM MANHOLE TELECOM HANDHOLE TELECOM CABINET TRAFFIC SIGNAL MANHOLE TRAFFIC CABINET TRAFFIC SIGNAL PEDESTAL POWER VAULT STREET LIGHT POLE TRAFFIC SIGNAL VAULT TRAFFIC SIGNAL HANDHOLE SIGN POST PARKING METER CATV MANHOLE CATV HANDHOLE POWER PEDESTAL GAS METER TEST VALVE TRAFFIC LOOP DETECTOR CATV PEDESTAL BOLLARD WATER MANHOLE TRAFFIC SIGNAL POLE POWER GUY TRAFFIC DETECTOR ADA RAMP PEDESTAL (UNKNOWN UTILITY)MANHOLE CULVERT FIRE HYDRANT GAS VALVE (UNKNOWN UTILITY) POWER ANCHOR POWER POLE SEWER MANHOLE TELECOM POLE TELECOM PEDESTAL PROPOSED VAULT PROPOSED PEDESTAL PROPOSED MANHOLE PROPOSED SIDEWALK ANCHOR & GUY PROPOSED SYMBOLS ADA RAMP COMPLIANCE P EXISTING COMCAST VAULT EXISTING COMCAST SPLICE EXISTING COMCAST ANCHOR EXISTING COMCAST GUY EXISTING COMCAST MANHOLE EXISTING COMCAST SIDEWALK ANCHOR & GUY P= VL P= GAS TEST POINT GAS MANHOLEPOWER UNKNOWN STORM CLEANOUT STORM DRAIN VALVE STORM DRAIN UNKNOWN WATER UNKNOWN WATER WELL WATER PUMP WATER VAULT WATER RESERVOIR P P P P P P ? P SL SL TS T S TS TS TS TS C C C T T T P= ?? T T SS SC SD D ? DC D W W W W W V W ? WELL PUMP G G G TL TL SEWER CATCH BASIN SS WATER SAMPLING STATION OTHER UNKNOWN STORM ACCESS POINT SEWER VALVES SEWER VAULT S S SEWER UNKNOWN S ? SUB STATION TRANSIT STOP STORM DRAIN VAULT S D TREE PROPOSED RISER EXISTING COMCAST SYMBOLS BORE PIT PROOF/PULL EXISTING COMCAST PEDP EXISTING COMCAST POLE W/ NEW RISER F MH MH BUILDING OUTLINE FLFOG LINE BUS STOP TRENCH P SPLICE CASE PROPOSED AERIAL STORAGE EXISTING AERIAL STORAGE0' 0' POTHOLE SWSIDEWALK LINE PROPOSED AERIAL STRAND N/A REVISIONS DATE DESCRIPTION INITIAL © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom SITE ADDRESS: 16420 CANAL CT SE P A A R O W R O W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW R O W R O W ROW ROW ROW ROW R O W R O W R O W R O W R O W R O W ROW SITE ADDRESS: 8947 CANAL RD SE NO INFO GIVEN ON THURSTON COUNTY GIS MAP 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F 5 12 CI T Y O F Y E L M R . O . W . PE R M I T - D E S I G N REVISIONS DATE DESCRIPTION INITIAL N SI T E P L A N - 1 APPROXIMATE GROUND CUT-OVER LOCATION APPROXIMATE AERIAL CUT-OVER LOCATION TCP-2 TCP-1 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom A SITE ADDRESS: 16464 CANAL CT SE RO W RO W ROW RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W RO W 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F 6 12 REVISIONS DATE DESCRIPTION INITIAL N SI T E P L A N - 2 APPROXIMATE GROUND CUT-OVER LOCATION CI T Y O F Y E L M R . O . W . PE R M I T - D E S I G N TCP-2 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom P A SITE ADDRESS: 16638 91ST AVE SE ROW ROW R O W RO W R O W R O W RO W ROW R O W R O W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F 7 12 REVISIONS DATE DESCRIPTION INITIAL N SI T E P L A N - 3 APPROXIMATE GROUND CUT-OVER LOCATION CI T Y O F Y E L M R . O . W . PE R M I T - D E S I G N TCP-1 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom R O W R O W R O W R O W R O W R O W ROW R O W R O W R O W R O W R O W R O W P A P A SITE ADDRESS: 9126 THEA ROSE DR SE R O W ROW R O W R O W R O W R O W R O W SITE ADDRESS: 9140 CARYS ST SE 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F 8 12 REVISIONS DATE DESCRIPTION INITIAL N SI T E P L A N - 4 APPROXIMATE GROUND CUT-OVER LOCATION APPROXIMATE GROUND CUT-OVER LOCATION CI T Y O F Y E L M R . O . W . PE R M I T - D E S I G N TCP-1 TCP-1 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom R O W RO W RO W RO W R O W R O W R O W R O W R O W R O W R O W R O W A SITE ADDRESS: 9204 CANAL RD SE RO W RO W R O W R O W R O W R O W R O W R O W R O W R O W 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F 9 12 REVISIONS DATE DESCRIPTION INITIAL N SI T E P L A N - 5 APPROXIMATE GROUND CUT-OVER LOCATION CI T Y O F Y E L M R . O . W . PE R M I T - D E S I G N TCP-1 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom P A SITE ADDRESS: 16560 RAINIER VIEW DR SE R O W R O W R O W R O W RO W ROW R O W RO W R O W R O W R O W R O W RO W RO W R O W ROW R O W 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F 10 12 REVISIONS DATE DESCRIPTION INITIAL N SI T E P L A N - 6 APPROXIMATE GROUND CUT-OVER LOCATION CI T Y O F Y E L M R . O . W . PE R M I T - D E S I G N TCP-1 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom SITE ADDRESS: 509 SE RHOTON RD SITE ADDRESS: 16135 RAILWAY RD SE ROW ROW ROW ROW ROW RO W RO W RO W RO W RO W RO W ROW ROW ROW ROW ROW RO W ROW ROW ROW ROW ROW 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F 11 12 REVISIONS DATE DESCRIPTION INITIAL N SI T E P L A N - 7 APPROXIMATE AERIAL SPLICE LOCATION CI T Y O F Y E L M R . O . W . PE R M I T - D E S I G N TCP-1 16 4 2 6 C A N A L C T S E , YE L M , W A 9 8 5 9 7 JB 00 0 1 8 9 2 5 6 8 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 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:HBB 8/19/2024 Know what's below.Call R 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT before you dig. PR I O R I T Y H I G H - 2 A D I G I T A L - W A T M D 0 1 D 0 0 1X 2 - W A T M D 0 1 C 0 0 2 X 4 ( Y C 0 1 4 X 4 ) - R F HA R D W A R E SP E C I F I C A T I O N S 12 12 R. O . W . P E R M I T - D E S I G N AS NOTED REVISIONS DATE DESCRIPTION INITIAL 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 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 A T= = = M