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<br />NOTE <br />CONTRACTOR TO VERIFY All HEiGHTS AND <br />AZlMU1HS IN fiELD PRIOR TO CONSTRUCTION. <br />CONTRACTOR SHALL NOTIFY T-MOBlLE AND <br />ENGINEERING ARM Of ANY D1SCRfPA.~C1ES <br />BEFORE PROCEEDING. <br /> <br />NOTE: <br />CONTRACTOR TO USE PROPER TORQUE <br />'M(ENCH YMEN INSTAWNG AND TIGHTENING <br />CONNECTORS TO INSURE PROPER FIT. <br /> <br />NOTE: <br />CONTRACTOR SHALL BE RESPONSIBLE FOR <br />VERIF'flNG FINAl Rf CONFIGURATION AND <br />NOTIFY T-MOBILE AND ENGINEERING fiRM <br />i'ilTH ANY DISCREPANCIES. <br /> <br />NOlE: <br />CONTRACTOR SHALL VERIFY AlL fiNAl <br />CQNNEC110N LOCATIONS WlTH T-M08iLE <br />ENGINEER, RF ENGINEER, AND NET-OPS <br />PRIOR TO INSTAlJ..ATlON. <br /> <br />NOTE TO GENERAL CONTRACTOR <br /> <br />NO WORK IS TO BE PERFORMED ON <br />Tl-IIS TOWER WlTl-IDUT REVIEW OF THE <br />APPROVlED STRUCTURAL ANALYSIS. IF <br />ANY DISCREPANCIES ARE FOUND Tl-IE <br />GENERAL CONTRACTOR SHALL NOTIFY <br />ENGINEER IN WRITING. AT NO llME <br />WILL ANY ADDITIONAL ANTENNAS BE <br />INSTALLED WITl-IOUT WRITTEN <br />CONSENT FROM TOWER ENGINEER. <br /> <br />TOP OF TOv.m & CEN1ERt1NE OF EXISTING <br />A CARRIER ANTENNAS <br />V19o'~O- <br />A CENTERUNE OF EXISTING CARRiER ANTENNAS <br />V 180' O. <br /> <br />A CENTERUNE Of EXISTING CARRIER ANTENNAS <br />V 170'-0- <br /> <br />APROPOSEO T-MOBILE ANTENNA CENTERUNE <br />V 160'-0- <br /> <br /> <br />PROPOSED T-MOBlLE ANTENNAS AND TMA'S. <br />VERIFY RF CONFIGURA nON W11H CURRENT RFDS <br />AND STRUCTuRAL ANALYSIS. <br /> <br /> <br />NO. AN1ENNA CONNECTION LENGTW <br /> TYPE AZJMUTH OOWNTllT DIA. <br />A1 A-B-6519-EO~8-A1 55 M TILT 0' R1 225' 15/8- <br /> E-TlLT 0' R3 225. 15/8- <br />A2 A~8-6519-EO-8-A1 55 M~ TILT 0' <br /> E~TILT 0' <br />81 A-S-6519-EO-8-A1 120 M TILT O' 81 225' 15/8- (6) PROPOSED 1 5/8- COAX <br /> i E-TIlT O' B3 225' 1 5/8- AND (1) HYBRID RBER CABLE <br /> M TILT 0' TO BE MOUNTED TO THE <br />82 A-B-6519-EO 8 A1 120 EXTERIOR Of THE TOVJffi. <br /> E TILT O' <br />C1 A-B 6519 E0-8 A1 214 M TILT O' W1 215' 1 5/8- <br /> E TILT 0' .3 215' 1 5/8" <br />C2 A B 6519 EO 8-A1 214 M TILT 0' SElF SUPPORT <br /> E TILT 0' UTIUZED <br /> . FOR MORE INFORMATION, REFER TO STANDARD ORAW,NG E55 <br /> <br />NO. <br />1 <br />2 <br />, <br /> <br />TMA REQUiREMENTS <br />TYPE <br />RSF /ATM1900D-1CWA <br />RSF/ATM1900D~lCWA <br />RSF /ATM1900D lCWA <br /> <br />AZiMUTI-I <br />55 <br />120 <br />214 <br /> <br />LNA REQUIREMENTS <br /> <br />PROPOSED TMO B1$ 518,000 <br />EQUIPMENT CABINET <br /> <br /> <br /> <br />TOWER ELEVATION <br /> <br />SCALE: 1'=30'-0" <br /> <br />~ . . Mobile." <br />stick together' <br /> <br />ISBAIDJ <br /> <br />SEA TOWERS. INC. <br />5900 BROKEN SOUND PARKWAY, NW <br />BOCA RATON, Fl 334S7~2797 <br />Ta: (561) 226-9523 <br />fAX: (561) 226-9368 <br /> <br />- PLANS PREPARED BY: <br /> <br />WT <br /> <br />W-T COMMUNICATION <br />DESIGN GROUP, LLC. <br /> <br />WIREl.E$.$ IHFR"$TRUCTUIU! <br />26l'1lI'RATllUAVl.'MJI; <br />H_E_._W1W <br />PH,(224}~FAX:(224)~ <br />---~ <br /> <br />~",;rn:w.T~l1O!lOOSlGH_.u.<:. <br /> <br />SEAL: <br />\' \ II ft J I <br />" co ." <br />,'r... "V', <br />, ... -;:> ........... .(\ , <br />,'~.,.x. ... '. u/........ <br />, ..' 'Err S ..../f; <br />.... .. J rr. .. /.""- <br />:: * f ' ., '!~I'" \ *:: <br />_ _ ...... ..... \T " _ <br />_"tJ: 35509 De. ,rr- <br />- 0 '\ HOffM ! - .: 1.1../:: <br />. '...... <br />....... '~&~~""'....""" <br />'~$1'^~~C "- <br />, " <br />~- <br />1111\\\' <br /> <br />;-DATE: DESCRIPTION: RE'-' BY: <br />02/11)/12 ""REV>EW ^ HH <br />02/1-5/12 REV.taU!?LQCAllON , HH <br />02/16/12 A'''' C HH <br /> <br />SITE INFORMATION: <br /> <br />TMO# ML94475A <br />SBA# WI21159 <br /> <br />7f575 KRAUS ROAD <br />COLUMBUS, WI 53925 <br />DANE COUNTY <br /> <br />W-TJOB NUl.I&R: T120100 <br />,SHEET TITLE: <br /> <br />ELEVATION <br />AND <br />DETAILS <br /> <br />1 <br /> <br />[SHEET NUMBEFt <br />_ A-4 <br /> <br />I PLOTSCA1!:1:10Wxt7 <br />