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<br />GENERAL NOTES: <br />AlL R(FERENC~S TO OWNER hEREiN SHAlL BE CONSTRVED TO M~AN <br />NEXTEL SOUTH CORPORATION OR ITS DESiGNATED REPRESENTAT:VE. <br />AlL WORK PRESENTED ON THESE DRAWNCS MUST BE COMPlETEO 8'1 THE <br />CONTRACTOR UNLESS NOTED OTHERWiSE, THE CONTRACTOR MUST HAVE <br />CONSiDERABLE EXPERIENCE IN PERfORMANCE OF WORK SIMiLAR TO THAT <br />DESCRiBED HEREIN, BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR <br />IS ATTESTING THAT HE DOES HAVE SurflCiENT EXPERIENCE AND ABILITY, <br />THAT HE IS KNOWLEDGEABLE Of THE W'ORK TO BE PERfORMED AND THAT HE <br />IS PROPERLY liCENSED AND PROPERLY REGISTERED TO 00 THIS WORK IN THE <br />STATE ANDIOR COUNTY IN WHICH IT IS TO BE PERFORMED <br />UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT <br />DRAWiNGS, OR N THE SPECIFK:ATIONS, THE FOLLOWING NKJTES SHALL <br />A<PPL Y TO THE ~TERIALS liSTED HEREIN, AND TO THE <br />PROCEDURES TO BE USED ON THIS PROJECT <br />... ALL HARDWARE ASSEM8l Y MANUFACTURER'S JNSTRVCTIONS SHALL <br />BE FOLlOWED EXACTLY AND SHALl SUPERCEDE AN~ CONFliCTING <br />NOTES ENCLOSED HEREIN <br />IT IS THE CONTRACTOR'S SOlE RESPONSi81l1TY TO DtTERMINE <br />ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFET~ Of <br />THE STRUCTURE AND ITS C'OMPONENT PAATS DURING ERECTION <br />ANDIOR FIELD MODIfiCATIONS. THIS INCLUDES. BUT IS NOT liMITED TO, <br />THE ADO"")N OF WHATEYER TEMPORARy BRACING, Gv~S OR TIE <br />DOWNS THAT MAY BE NEC~SSAR~ SUCH MATERiAl SHAll BE REIl<)YED <br />AND SHN.L REMA<N THE PROPERTY OF THE CONTRACTOR AFTER THE <br />COMPlETION Of THE PROJECT <br />5. AlL DIMENSiONS, ElEVATIONS, AND EXiSTING C'OI\OITK;NS SHOWN ON <br />THE DRAWINGS SHALL 8E FiElD VERJfED BY THE CONTRACTOR AND THE <br />TESTING AGENCY PRIOR TO BEGINNING AN~ MATERiAlS ORDERING, <br />FABRICATION OR CONSTRVCTlON W'ORK ON THIS PROJECT, AN~ <br />DISCREPANCIES SHN.l BE IMMEDIATELY BROUGHT TO THE ATTENTKlN OF <br />THE OWNER AND THE OWNER'S ENGINEER THE D'SCREPANCIES MVST BE <br />RESOl VED 8EFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK <br />THE CONTRACT DOCUMENTS 00 NOT INDICATE THE METrlOD OF <br />CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE <br />WORK AND SHAlL BE SOLELY RESPONSIBLE FOR ALL CDNSTRVCTION MEANS, <br />METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, OBSERV ATON <br />VISITS TO THE SHE B~ THE OWNER ANDIOR THE ENGINEER SHALL NOT <br />INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRuCTION <br />PROCEDURES <br />AlL MATERIN.S AND EQUIPMENT FURNISHED SHALL BE NEW AND OF <br />GOOD QvI>LITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANGE <br />WITH THE CONTRACT DOCUMENTS ANY AND AlL SUBSTITUTIO~ MlST <br />BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER <br />AND ENGINEER PRIOR TO INSTAlLATION, THE CON1RACTOR SHALL <br />FJ,;RNISH SATISFACTORY EVIDENCE AS TO THE KINO AND QUN.ITY OF THE <br />MATERIALS AND EQUIPMENT BENe SUBSTITUTED <br />8, THE CONTRACTOR SHI>LL BE RESPONSI8LE FOR NITIATING,MAJNTNNINC, <br />AND SUPERVISING AlL SAFETY PRECA<lTIONS AND PROGRAMS IN <br />CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSI8LE FOR <br />INSURINO THAT THIS PROJECT AND RELATED WORK COMPLIES WITH N.L <br />APPLICABLE lOCN., STATE, AND FEDERN. SAFETY COOES AND REGULATiONS <br />COVERNlNO THIS WORK <br />9. AlL WORK SHALl 8E COMPLETED IN ACCORDANCE WITH THE LATEST EDITION <br />Of THE LOCAl. BUllDINC CODE <br />10 AlL PROPOSED CEllULAR EOUiPMENT AND FIXTURES SHALL BE FURNISHED <br />BY OWNER FOR INSTAllATION B~ THE CONTRACTOR, UNLESS SPECIFICN.LY <br />NOTED OTHERWISE HEREIN, <br />". ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED THE CONTRACTOR <br />SHALL COORDNATE INTENDED CONSTRUCTiON ACTlV1T~, INCLUDING WORK <br />SCHEDUlE AND MATERIALS ACCESS, WITH THE RESIDENT lEASING AGENT FOR <br />APPROV N.. <br /> <br />12 PREF ABRICA TED BUILDING INSTAlLATION SHN.l BE IN <br />ACCORDANCE WITH THE MANUF AGTJ,;RER'S SPECIFK:ATIONS, <br /> <br />UTILITIES <br />CONTRACTOR SHALL CONTACT A SUBSURfACE UTILITY LOCATOR FOR LOCATION Of <br />EXISTING UTlITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTlVIT[S <br />lOCATiON OF EXISTING SEWER, WATER UNES, GAS liNES, CONDVITS OR OTHER <br />STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE N.ONG THE liNE Of PR'OPOS~D <br />WORK ARE NOT NECESSAAIL Y SHOWN ON THE PLANS, AND f SHOWN ARE ONLY <br />APPROXIMATEl Y CORRECT. CONTRACTOR ASSUMES SOLE RESPONSIBiliTY FOR <br />VERlfYlNO lOCATON AND ELEVATION Of N.L UNDERGROUND UTlITIES IiNCLUDINC <br />TEST PITS BY HAND If NECESSAAYI IN AREAS Of CONSTRUCTION PRIOR TO STARTINO <br />WORK, CONTACT ENGINEER IMMEDIATELY IF lOCATiON OR ElEVATiON IS DiFFERENT <br />FROM THAT SHOWN ON THE PLANS, OR If THERE APPEARS TO BE A CONFLICT. FOR <br />ASSISTANCE IN LOCATING EXISTINC UTi.ITIES CAlL "NKJ CUTS",1-800-432-4770, <br />CONTRACTOR SHALL COORDINATE N.L UT!.ITY CONNECTiONS WITH APPROPRIATE <br />UTILITY OWNERS AND CONSTRVCTION MANAGER <br />DAMAGE By THE CONTRACTOR TO UTILITIES OR PROPERTY OF OTHERS, INCLUDING <br />EXISTINO PAVEMENT AND OTHER SURfACES DISTURBED BY THE CONTRACTOR DURING <br />CONSTRUCTION SHAll BE R~PA<REO TO PRECONSTRUCTION COI\OITIONS B~ THE <br />CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT FOR GRASSED AAEAS SEED AND <br />MULCH SHALL BE ACCEPT ABLE. <br />THE CONTRACTOR SH.ALL COORODYATE WITH THE OWNER THE REQUIREMENTS <br />FOR AND LIMITS or OVERHEAD ANDIOR UNDERGROVND ElECTRICAL SERVICE <br />THE CONTRACTOR SHAlL COORDDYATE THE lOCATiON OF NEW UNDERGROUND <br />TELEPHONE SERVICE WITH THE TElEPHONE UTILITY AND THE OWNER'S REQUiREMENTS. <br />AlL UNDERGROUND UTlITIES SHALL BE INS T N.lEO AND TES TEO SATISfACTORY PRIOR <br />TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES AAE WITHIN THE <br />LJMJTS Of PAVEMENT, <br /> <br />STRUCTURAL STEEL NOTES: <br /> <br />" DESIGN REQUIREMENTS PER FLORIDA BUILDING CODE 120C4 EDlTK)N) AND THE j <br />EIAITIA-222-F STRUCTURAL STANOAAOS FOR STEEL ANTENNA TOWERS AND <br />ANTENNA SUPPORTING STRuCTURES BASIC WINO SI'(EO' 12Q MPH (J SEC GLlsn <br />2 STRUCTURAl STEEl SHALL CONFORM TO THE LATEST ~DITlON Of THE <br />A.I S.C. SPECifiCATIONS FOR STRUCTURAl STEEl BUILDINGS- N.lOWABLE <br />STRESS DESIGN AND PLASTIC DESiGN INCLUDING THE COMMENT AA~ AND THE <br />A.IS.C COC€ OF STANDARD PRACTICE <br />3. STRUCTURN. STEEL PLATES AND SHAPES SHI>LL CONfORM TO ASTM Al5 <br />N.l STRUCTURAl STEEL PIPES SHALL CONFGRM TO ASH' A5J GRADE B. <br />AlL STRUCTJ,;RAl STEEL TUBING SHALL CONFORM TO ASTM 1>.500 GRADE 8, <br />All STRUCTUR.AL STEEL COMPONENTS AND F ABRICATEO ASSEMBLIES SHN.L <br />BE HOT DIP CN.YANIZED AFTER FABR!CATON <br />4 WElDING ShAlL BE IN ACC'OROANCE WITH THE AMERICAN WElDING <br />SOCIE TY IA'NSl 0.11- 96 STRUC TURN. WElDINC CODE -STEEL WElD <br />ElECTRODES SHAll BE E7CXX <br />5. All COAXiAl Cf.B\.E CONNECTORS AND TRANSMITTER EQUIPMENT SHALl <br />BE AS SPECFIED 8Y THE OWNER AND IS NOT INCLUDED IN THESE <br />CONSTRVCT<lN OOCUMENTS THE CONTRACTOR SHPLL FURNiSH N.L <br />CONNECTiON HAROWAAE REQVIRED TD SECURE THE CABLES CONNECTiON <br />HAADWARE SHAlL BE STA<NLESS STEEl, <br />5 NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH, CONTRACTOR <br />ShALL VERIfY NKJRTH AND INfORM OWN~R OF AN~ <br />DISCREPANCY BEFORE STAATING OONSTRVCTION. <br />7. ALl CAST IN PLACE CONCRETE SHAlL BE MIXED AI\O PLACED IN <br />ACCORDANCE WITH THE REQUIREMENTS Of AC' }18 AND ACl J01, AND SHALl <br />HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF ;000 PSHU.O.N.l. <br />CONCRETE SHALL BE PLACED AGAlNST UNDISTURBED SOIL UNlESS OTHERWISE <br />NOTED. MINIMlM CONCRETE COVER SHN.L BE 3 INCHES UNLESS OTHERWISE <br />NOTED <br />8 N.l REiNfORCING STEEL SHAlL CONFORM TO ASTM 515 GRADE 60, <br />DEFORMED BUET STEEL BARS WELDED WIRE fABRIC REINfORCING SHAll <br />CONFORM TO ASTM A185 <br />9. THE FABRICATION AND ERECTiON Of STRUCTJ,;RI>L STEEl SHAlL <br />CONFORM TO THE lATEST A,i.S C. SPECIfK:ATK)NS <br /> <br />10 N.l CONNECTIClNS NOT FUlLY DET AUD ON THESE PLANS SHALL <br />BE DET AJLED B~ THE STEEL FABRiCATOR IN ACCORDANCE WITH <br />A,IS.C SPECIFiCATiONS. <br />11. HOT-DIP CAl.VANIZE ITE"S SPECIFIED TO BE ZINC-COATED, AFTER <br />FABRiCATION WHERE PRACTiCAL GAlVANIZING' ASTM A 123, <br />ASTM, A 153/A 153M OR ASTM A 653/A 653M, 090, AS A<PPLlCABLE <br />12. REPA<R D'MAGED SURfACES WITH GN.VANIZINC REPNR "ETHOO <br />AND PA<NT CONFORMINO TO ASTM A 7BO OR B~ APPLICATION OF STICK <br />OR THICK PASTE MATERIAL SPEClfiCN.l Y DESIGNED FOR REPAIR Of <br />GI>LVANIZING. CLEAN AAEAS TO BE REPA<RED, AND REMOVE SLAG FROM <br />WELDS. HEAT SURFACES TO WHiCH STICK OR PASTE MATERIAL IS APPLIED <br />WITH A TORCH TO A TEMPERATURE SUFFiCIENT TO MELT THE METALLlCS <br />IN STICK OR PASTE, SPREAD MOLTEN MATERiAl UNIFORMLY OVER SURFACES <br />TO BE COATED AND WIPE OFF EXGESS MATERiAl <br />13 CONTRACTOR SHALL FOLLOW THE MANUf ACTURER'S INSTRUCTKlNS/SPECFiCATIClNS <br />If NO II>.FORM.ATiON IS CONT NNED IN THESE PLANS OR f THE M.ANUF ACTURERS <br />SPECIFICATIONS AAE STRiCTER <br />IN)rr1--~II~N S-I}i.l {1)Ji- ~)fj.'fvP <br />Iff A,~ Il'{~77h,,~~-r I )')'~Tll~\s-- <br />PA1~~'b1 <br /> <br />I. CONTRACTOR TO COORDINATE PANTING REQUIREMENTS WITH <br />OWNER <br /> <br />PNNT COLORS SHALL BE SElECTED TO MATCH EXISTING COlORS <br />AND TEXTURES <br /> <br />PROVIDE THE BES T QUAlITY GR.ADE OF COATINGS AS REGUlARL Y <br />IIAN\.f'ACT~RED BY APPROVED PA<NT "ATERJAL MANUfACTURERS. <br />~ATERIALS NKJT DISPLAYINO THE MANUfACTURER'S IDENTfiCATiON <br />AS A STANDARD, 8EST-GRADE PRODUCT Will NOT BE ACCEPTABLE. <br /> <br />4. PROVIDE UNDERCOAT PNNT PRODUCED BY THE SAME M.ANUf ACTURER <br />AS THE FINISH COATS. USE ONLY THINNERS APPROVED 8~ <br />THE PA<NT MANUFACTURER AND USE ONLY WITHIN RECOMMENDED <br />LIMITS <br /> <br />5. COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH SURfACE OF <br />UNIFORM FINISH, COLOR, APPEAA.ANCE AND COVERAGE <br />CLOVCINESS, SPOTTINGS, HOLlOAYS, LAPS, BRUSHMAAKS, RUNS, SAGS, <br />ROPINESS, OR OTHER SURFACE MPERfECTIONS Will NOT <br />BE ACCEPT ABLE <br /> <br />5, FERROUS METAlS <br />SHOP PRIME 0' <br /> <br />,. TOUCH-UP COAT - REO OXIDE METAl. PRIMER <br />2 FINISH COATS - SEMI-GLOSS-ALKYD EN.AMEL <br /> <br />EQUIPMENT LIST <br /> <br />191 ANTENNAS <br />1151 COAXIAL CABLES <br />(1) PREP AS EQUIPMENT SHEL TER <br />121 GPS ANTENNAS <br />11) TEST MOBILE ANTENNA <br /> <br />PERMITS <br />CONTRACTOR SHALl SECURE All NECESSARY PERMITS FOR THIS PROJECT FROU N.l <br />APPLICABLE GOVERNMENTAl ACENCES <br /> <br /> <br />AN~ PERMITS WHICH MUST BE OBT NNED SHALl BE THE CONTRACTOR'S <br />RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING SY N.L <br />CONDITIONS AND REOUIREMENTS Of THE PERMITS. <br /> <br />,r.,'EXTEL CORPOR...,TlON <br />4710 EISENHOWER BLVD. <br />BLDG, D-l <br />TAMPA, FLORIDA 33634 <br />(813) 80~OOO <br /> <br />ALL WORK SHAlL BE IN ACCORDANCE WITH lOCAL CODES AND THE ACI ;18-95, <br />"BUILDING REQVIREMENTS FOR STRUCTURAl CONCRETE" <br /> <br />THE CONTRACTOR SHALL NOTIfV THE APPLICABLE JURISll<CTIONAl ISTATE, COUNTY <br />OR CIT~) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION <br /> <br />THE CONTRACTOR SHALL REWORK lORY, SCAAIFY, ETC.I All MATERIAL NOT SUITABLE <br />FOR SUBCRADE IN ITS PRESENT STATE If THE MATERiAL, AFTER REW'ORKINC, REMAJNS <br />UNSUITABLE THEN THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE <br />WITH APPROVED MATERiAl AT HIS EXPENSE, ALl SUBCRilDES SHAlL BE PROOF ROLLED <br />WITH A FUlLY lOAD(Q TANDEM AXLE DVMP TRUCK PRIOR TO PAVING. ANY SOFT <br />MATERiAl ShALl BE REWORKED OR REPlACED <br /> <br />THE C'ONTRACTOR IS REQUIRm TO M,NNTAlN N.L DITCHES, PIPES, ANC OTHER <br />DRA<NAGE STRVCTURES FREE FROM 08STRUCTION UNTIL WORK IS ACC~PTED BY THE <br />OWNER. THE CONTRACTOR IS RESPONSIBLE FOR AN~ DAMAGES CAUSED BY FM.VRE TO <br />MAJNT A<N DRNNAGE STRUCTURES IN OPERABLE CONDITION, <br /> <br />ALL MATERiAlS AND WORKMANSHIP SHAlL BE WAARANTED FOR ONE 11) YEAR FROM <br />DATE OF ACCEPTANCE. <br /> <br />All DIMENSiONS SHALL BE YERIFIED WITH THE PlANS IlATEST REYISiONI <br />PRIOR TO COMMENCING CONSTRUCTION NOTIFY THE OWNER IMMEDIATEL~ If <br />DISCREPANCIES AAE OISCOY~RED THE CONTRACTOR SHAll HAYE A SET or APPROYED <br />PLANS AYA<LABlE AT THE SI1E AT AlL T"'ES WHEN WORK IS BEING PERfORMED A <br />DESIGNATED RESPONSiBlE EMPlOYEE SHALL BE AYAlLABlE FOR CONTACT 8Y <br />GOVERNINO AGENCY INSP~CTORS <br /> <br />BIRD LAKE <br /> <br />SITE No, FIr-3412-B <br /> <br />IOATE'OECEM8ER 13,2005 <br /> <br />REVISIONS <br />NO. <br />, <br /> <br />DATE <br />ISSUED FOR CONSTRVCTlO~ <br /> <br />MISCELlANEOUS <br />N.L THREADED STRUCTURN. FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL <br />CONFGRM TO ASTM AJ07 OR ASTM 35 AlL STRUCTURAl FASTNERS FOR STRUCTURN. STEEL <br />FR.AMINO SHl>Ll CONFORM TO ASTM AJ25, FASTENERS SHAll BE %" MIN. DIA. BEAAING <br />T~PE CONNECTiONS WITH THREADS EXCLUDED FROM THE PLANE, Al.L EXPOSED FASTENERS, <br />"VTS, AND WASHERS SHAlL BE GN.YANIZED UNLESS OTHERWISE NOTED N.L ANCHORS NTO <br />CONCRETE SHN.l BE STAINLESS STEEl. <br />THE CONTRACTOR SHN.L FURNISH ALl CON.'lfCTlON HARCW,ARE REOUIRED TO SECUR~ THE <br />Cf.B\.ES CONNECTION HARDWARE SHALL BE STA<NLESS STEEl, <br />NKJRTH AARO'N SHOWN ON PLANS REFERS TO TRUE NKJRTH. CONTRACTOR ShN.L VERifY <br />NORTH AND NOTIFY CONSULTANT OF AN~ DISCREPANCY BEFORE STAATINC CONSTRVCTION <br />PROVIDE lOCK WASHERS FOR N.L MECHANICN. CONNEC110NS FOR GROUND CONOUCTGRS <br />USE S T NNL E S S STEEL HARD W ARE T HROUCHOU T <br />5. THOROUCHl Y REMOVE N.L PAINT AND CLEAN All DIRT FROM SURf ACES REQUIRING GROUND <br />CONNECTiONS <br />5. MAAE N.l GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHMP BENDS. <br />AlL BENDS TO BE A MIN. Of 8" RAll<US <br />7, FOR GROUNDING TO BUILDING FR'ME AND HATCH PLATE GROUND BARS. USE A TWO-BOLT <br />HOlE NEPA DRillED CONNECTOR SUCH AS HB ;2007 OR APPROVED EQUN.. <br />8 FOR AlL EXT~RNAL GROUND CONNECTIONS, CLAMPS AND CADWElDS, APPl Y A leERN. <br />PROTECTIVE COATING OR AN ANTI-OXIDE COMPOUND SUCH AS 'NO-OXIDE A' BY DEARBORN CHEMICN. <br />COMP AN~ , <br />REPAIR AlL MET N. SURf ACES THAT HAYE 8EEN CUT OR DAMAGED BY REMOVING AN~ EXISTINC <br />RUST AND APPLYING COLD GAlVANIZATiON <br />10 ALL COAXIAL CABLE WILl BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES <br />NOT TO EXCEED 3' OR THE CABLE "ANur ACTURERS SPECIFK:ATIONS WHICHEYER 5 LESS, WITH <br />HARDWARE SPECIf[D IN THE COAXIN. CABLE ROUTlNO DETMS Of THE SUPPLIED STRUCTURAL <br />REPORT <br />11 THE COAXJAl ANTENNA CABLE INST N.LER SHALl BE RESPONSIBLE FOR PERFORMINO AND SUPPLYING <br />THREE IJI TYPE-WRlnEN SWEEP TESTS IANTENNA RETURN lOSS TEST 1 THIS TEST SHN.l BE <br />PERfORMED TO THE SPECifiCATIONS AND PAR<METERS OUTLINED BY [HE NEXTEL RADIO FREQUENCY <br />ENGINEER THIS TEST SHAlL B~ PERfORMED PRIOR TO FINAl ACCEPTANCE OF THE SITE <br />12 THE COAXIN. ANTENNA Cf.B\.E INST N.lER SHAlL BE RESPONSIBLE FOR PERFORMING AND <br />SUPPLYING NEXTEL WITH THREE IJI TYP(- WRITTEN T"'E DOIlA<N REFLECTOMETER TESTS TO VER1FV <br />CABLE LENGTH AND TO CHECK FOR WATER D'MACE. <br />13 VAPOR WRAP WILL BE USED TO SEAl N.l CONNECTIONS <br />14 ALL JUMPERS TO THE ANTENNAS FROII THE MAIN TRANSMISSiON LINE WILL BE '11" DIA. AND <br />SHALL NOT EXCEED 6'-0" <br />15 ALL UNN TRANSMISSION CABLES Will 8E TERMINATED AT A NEXTEL POl YPHASER <br />PROTECTOR lOCATED WITHIN 1'-0" Of THE EQUIPMENT SHEl TER/ENCLOSJ,;RE. <br />16 ANTENNA CABLE lENGTHS HAVE 8EEN DETERMINED BASED ON THESE PLANS. CABLE <br />lENGTHS liSTED AAE APPROXIMATED AND AAE NOT INTENDED TO BE USED FOR fABRICATION DVE <br />TO FIELD CONDIT!ONS, ACTUAl CABLE LENGTHS VAAY. CONTRACTOR "UST FiElD VERIFY ANTENNA <br />CABLE lENG THS PRIOR TO ORDER_ <br />17 AlL U,~N CABLES Will BE COLOR COOED AT FOUR LOCATIONS' A) AT ANTENNA PRIOR TO <br />JVMPER, Bl AT THE BOTTOM Of THE TOWER, C) EXTERiOR PART Of THE WAVEGUIDE ENTRY PORT <br />!AT THE SHEL TERlCABINET WAlU, D) INTERIOR Of THE SHELTER/CABiNET. <br />18 AlL MA<N CABLES WILL BE GROUNDED AT' A) AT THE ANTENNA MOUNTING PIPE, Bl MIOOlE OF <br />THE CABLE RUN IF OVER 200', CI AT THE 80TTOM OF THE TOWER, 01 PRIOR TO ENTERING EQUPMENT <br />SHELTER/CABINET (WITHIN I' Of ENTRY!. <br />19 PROVIDE AT LEAST 6" SLACK IN THE MA<N COAXIAL CABLES AT THE TCWER TOP TO PROVIDE <br />FOR FUTURE CONNECTOR REPLACEMENT <br />20 PROVIDE A Cf.B\.E DRIP lOOP AT THE BOTTOM Of THE TOWER BELOW THE TOWER BOTTOM <br />GROUND CONNECTIONS AND AS THE CABLE TRANSITIONS TO THE SHEl1ER/CABINET, <br />21. GABLE SUPPORT RODS INSIDE SHEL TER SHAlL SE CUT 2" BElOW lOWER SUPP'ORT PLATE <br />AND SH.'LL BE COYERED WITH A RUBBER CAP <br />22. NEXTEl METER AND DiSCONNECT ShAll BE LABElED WITH AN ENGRAVED PLA1E WITH NEXTElS <br />SITE 10 NUM8ER, SITE NAME, NEXTEL 10WNER) AND ADDRESS <br />2;, AlL UNISTRUT CUTS AND ANY METAl ENOS WITH RAW EDGES SHAll BE COLD GN.VANIZED AND COVERED WITH <br />A PLASTIC/RVBSER CAP <br />24. TRA<PEZE ROOS WILL BE CUT 4 INCHES FRO" THE BOTTOM Of THE BVSS AND CAPPED WITH <br />RVBBER CAPS <br />25. ANY METAl(1 E FENCE POSTS) Will 8E GROUNDED WITHIN 6 FEET Of ANY NEXTEL EQUIPMENT <br />26 TOWER GROUND TO BE NOT MORE THAN 2 OR 3 FE~T FROM TRANSITION ISEND) <br />27 THE SEAl< BETWEEN THE SHElTER AND THE CONCRETE PAD Will BE GROUTED WITH APPROVED <br />COMPOUND, INCLUDING AN'" GAP SETWEEN PAD AND STOOP <br /> <br />3 <br />4 <br /> <br />5 <br />6 <br /> <br />.. <br />.. <br />.. <br />.. <br />.. <br />-~ <br /> <br />KC~ <br /> <br />TECHNOLOGII <br />FLORIDA UCENSE NO..' EB()I}I)48,< <br />KCI TECHNOLOGIES, INC. <br />10150 HIGHlAND MANOR DR! <br />SUITE 120 <br />TAMPA. FLORIDA 33610 <br />(813) 740--2300 <br />D,VlRYL J. KROEZE, FE_ UCENSE NO., <br />T HI$ DRAWlNC 1$ COPYRICH TED />M) <br />PROPERTY Of NEXTEL SOUTH CORP <br />IT IS PROO\JCED SOUL Y rOR USE I <br />N(XTEL />M) ITS Nn.lATES, REPRO< <br />OR uSE or THIS DRAwING AND/OR <br />AT/ON CONTAN:D IN IT IS rORBIOOE <br />THE WRITTEN PrRMlSSION or NOTE <br />SOUTH CORPORATiON, <br /> <br />I SI TE NAME <br /> <br />BIRD LAKE <br /> <br />I SITE NUMBER ' <br /> <br />FL-3412-B <br /> <br />~ORESS <br /> <br />38122 HENRY DRiVE <br />ZEPHYRHILl8, flORiDA 3: <br />(MSCD CDUNn) <br /> <br />L~EE'- nTLE <br /> <br />KCI J08 # <br /> <br /> <br />GH1ERAl CONST <br />~WTf.8 <br /> <br />I ShE[ T ~;8rR-.;- <br /> <br />N-1 <br />