<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 />..
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<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 />
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