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EXISTING ANTENNA/CABLE SCHEDULE NOTES <br /> MOUNT MOUNT ANTENNA RRH TMA COMBINER/COVP HYBRID CABLE(HCS) COAX CABLE 1 CCONTRACTOR IS TO REFER URRENT RADIO FREQUENCY ODATIAOSHE T^(ROST <br /> F S) T Mobile <br /> SECTOR POSITION MODEL QTY. SIZE AZIMUTH RAD CENTER MODEL QTY. MODEL QTY. TYPE QTY. LENGTH TYPE QTY. LENGTH <br /> ALPHA Al KATHREIN 1 42.0" 0° 115'-0" HUAWEI RRU3702 1 PRIOR TO CONSTRUCTION. <br /> BETA 31 KATHREIN 2 42.0" 130° 115'-0" HUAWEI RRU3702 2 EXISTING 1 N/A 19807 NORTH CREEK PKWY IN <br /> GAMMA C1 KATHREIN 2 42.0" 240° 115'-0" HUAWEI RRU3702 2 2. CABLE LENGTH IS APPROXIMATE.CONTRACTOR TO BOTHELL,WA 98011 <br /> FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, <br /> FABRICATION,OR INSTALLATION OF CABLES. <br /> MW MW1 HP 1 36" 179.76° 117'-0" 1 LDF4-50A ±145'-0" 3. PROPOSED EQUIPMENT IS INDICATED BY BOLD TEXT. <br /> MW MW2 -- DRAGONWAVE 1 12" 281.43° 117'-0" -- -- -- -- -- -- -- 1 LDF4-50A ±145'-0" <br /> smartlink <br /> 11232 120TH AVE NE,SUITE 204 <br /> KIRKLAND,WA 98033 <br /> PROPOSED ANTENNA/CABLE SCHEDULE ANTENNA TECHNOLOGY <br /> MOUNT MOUNT RFDS ANTENNA RRH TMA/COMBINER/COVP HYBRID CABLE(HCS) JUMPER CABLE MODEL TECHNOLOGY INFINIGY6 <br /> SECTOR POSITION POSITION MODEL QTY. SIZE AZIMUTH MECH.TILT RAD CENTER MODEL QTY. MODEL QTY. TYPE QTY. LENGTH TYPE QTY. LENGTH AEHC L2500I N2500 FROM ZERO TO INFINIGY <br /> ALPHA Al A2 AEHC 1 38.2" 0" 117'-0" -- L700I L600I N600 the solutions are endless <br /> A2 Al FFW-65A-R2-V1 1 48.2" 0° 117'-0" AHLOA,AHF/G 1,1 FFW-65C-R3-V1 L2100IL1900IG1900 2500 W.HIGGINS RD.STE.500 <br /> B1 B2 AEHC 1 38.2" 120° 117'-0" HCS 2.0 JUMPER N2100/N1900 HOFFMAN ESTATES,IL 60169 <br /> BETA B2 31 FFW-65A-R2-V1 1 48.2" 120° 117'-0" AHLOA,AHF/G 1,1 HCS 2.0 PENDANTS 2 FD21206-48555-XXX 2 ±150'-0" CABLES 9 15'-0" NOTES: JOB NUMBER 4106-00004—C <br /> C1 C2 AEHC 1 38.2" 240° 117'-0" -- THESE DRAWINGS ARE NOT INTENDED TO BEA <br /> GAMMA VERIFICATION THAT THE STRUCTURE OR MOUNTS <br /> C2 C1 FFW-65A-R2-V1 1 48.2" 240" 117'-0" AHLOA,AHF/G 1,1 ARE ADEQUATE TO SUPPORT THE PROPOSED <br /> LOADING.VERIFICATION THAT THE EXISTING T-MOBILE SITE: <br /> STRUCTURE AND MOUNTS CAN SUPPORT THE <br /> PROPOSED LOADING SHALL BE PERFORMED BY A S E 01453A <br /> REGISTERED PROFESSIONAL ENGINEER PRIOR TO <br /> CONSTRUCTION. <br /> • <br /> INFINIGY ENGINEERING HAS NOT EVALUATED THE CHESTNUT ST-WSDOT- <br /> ADEQUACY OF THE PROPOSED PLATFORM MOUNT <br /> • <br /> INFINIGY ENGINEERING HAS NOT EVALUATED THE SE52XC338 <br /> PROPOSED PLATFORM MOUNT WITH THE <br /> PROPOSED LOADING AS SHOWN ON THESE <br /> CONSTRUCTION DRAWINGS. <br /> • INFINIGY ENGINEERING DOES NOT TAKE <br /> RESPONSIBILITY FOR THE STRUCTURAL CAPACITY 3200 20TH ST <br /> OR COMPLIANCE OF THE PROPOSED PLATFORM <br /> MOUNT UNDER THE PROPOSED LOADING PER EVERETT, WA 98201 <br /> LOCAL BUILDING CODES AND CITY/LOCAL <br /> NOTE:MOUNT SECTORS ARE CLOCKWISE.MOUNT POSITIONS ARE CLOCKWISE(LEFT TO RIGHT AS VIEWED FROM THE BACK OF THE ANTENNAS,TO ALIGN WITH TOWER OWNER ANTENNA POSITION FORMAT),INCLUDING EMPTY ANTENNA MOUNT PIPES. ORDINANCES. SNOHOMISH COUNTY <br /> RFDS POSITIONS ARE THE ANTENNA POSITIONS LISTED IN THE RFDS,AND MAY DIFFER FROM THE ORDER IN WHICH EXISTING ANTENNAS ARE INSTALLED.THE METHOD FOR WHAT ORDER ANTENNAS ARE LISTED IN THE RFDS VARIES DEPENDING ON THE MARKET. <br /> 3 RF SCHEDULE SOTTO <br /> SCALE <br /> PROPOSED T-MOBILE AEHC <br /> MIMO ANTENNA MOUNTED TO <br /> PROPOSED ANTENNA MOUNT a 150'-11" MONOPOLE <br /> 2" (1 PER SECTOR,3 TOTAL) <br /> 2 0 1 z 2 0 <br /> N A-5 A-5 0 n DRAWINGS ISSUED FOR: <br /> 2 Q 2 N PROPOSED T-MOBILE <br /> EXISTING ANTENNA TO R¢ FFW-65A-R2-V1 PANEL <br /> W BE REMOVED J REV. DATE DRAWN DESCRIPTION QA/QC <br /> PROPOSED T-MOBILE HCS W ANTENNA MOUNTED TO <br /> (5 TOTAL) 2.0 PENDANT(2 TOTAL) \ Q PROPOSED ANTENNA MOUNT 0 07/21/21 CAP 100%CONSTRUCTION ER <br /> a (1 PER SECTOR,3 TOTAL) 00% <br /> e \ 1 09/13/21 WJR TT <br /> CONSTRUCTION <br /> A-7 <br /> EXISTING MONOPOLE REVISED 100% <br /> q s A_5 2 02/22/22 WJR CONSTRUCTION TT <br /> EXISTING ANTENNA REVISED 100 <br /> MOUNT TO BE REMOVED a os/zs/zz TILT CONSTRUCTION PD <br /> 4 07/05/22 TILTREVISED100% PD <br /> EXISTING RRU TO BE PROPOSED T-MOBILE AHF/G CONSTRUCTION <br /> REMOVED 5 TOTAL PROPOSED T-MOBILE ANTENNA s. 1 PER SECTOR,3 TOTAL TIO <br /> EXISTING MONOPOLE / ( ) ( ) s 010122 TILT CONSTRUCTION AM <br /> / PLATFORM SITE PR01 PART# <br /> * 1 5 <br /> SNPBHR-372A-5 A-5 <br /> A-5 <br /> \ pJAER j k, <br /> M/qRO�'VEO/Sy �40� Asy��c � <br /> 81.43" TO <br /> 00 <br /> 9 ' <br /> y <br /> 12/5 22 <br /> C►Sit <br /> � <br /> �G �' PROPOSED T-MOBILE AHLOA R�40190 <br /> 4Ea�P5 EXISTING MONOPOLE — �2" \ (1 PER SECTOR,3 TOTAL) �s`slpNAL��G` <br /> pts tiA� <br /> QPN A EXISTING CLEARW/RE <br /> aid a <br /> Ila MW DISHES @ 117'-0" <br /> v D RAD CENTER TO BE <br /> .�1 n REMOVED(2 TOTAL) SPS qt SHEET TITLE: <br /> PPI r,i° 6'-7" q2?o�tigs, ANTENNA PLAN <br /> e' & RF SCHEDULE <br /> APPROXIMATE LOCATION OF SHEET NUMBER: REVISION: <br /> EXISTING CLIMBING PEGS; <br /> (TYP @(4)LOCATIONS A-4 <br /> —4 5 <br /> 2 EXISTING ANTENNA PLAN @ 115'-0" RAD CENTER <br /> NOT <br /> PROPOSED ANTENNA PLAN @ 135'-0" RAD CENTER 5°A�F <br /> THI <br />