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<br />GENERAL NOTES:
<br />
<br />1 OWNER FURNISHED MATERIALS. T..MOBllE "THE CQMPANY"W1LL PROVlOE AND THE
<br />CONTRACTOR Will iNSTAll'
<br />
<br />A BTS EQUIPMENT FRAME (pLATFORM}ANO teE BRiDGE
<br />SHtL TER (GROUND BUILOICQ-tOCATE ONt Y)
<br />B AClTElCO INTERFACE BOX(PPC)
<br />C ICE BRIDGE {CABLE TRAY WITH COVER) (GROUNOBUILDfCQ.LOCATE
<br />ONLY, GC TO FURNISH AND INSTAll FOR ROOFTOP INSTALlATION)
<br />D. TOWERS, MONOPOlE
<br />E TOWER UGHTING
<br />F. GENIOAATORS & UOUID PROPANE TANK
<br />G ANTENNA STANDARD BRACKETS. FAA\lES, AND PIPES
<br />FOR MOUNTING
<br />H. ANTENNAS (INSTALLED BY OTHERS)
<br />I TRANSMISSiON LINE
<br />J. TRANSMiSSION LINE JUMPERS
<br />K TRANSMISSION LINE CONNECTORS WITH
<br />WEATHERPROOFING KITS
<br />l TRANSMISSION UNE GROUND KITS
<br />M HNlGERS
<br />N HOISTING GRIPS
<br />o 8T$ EQUIPMENT
<br />
<br />2 CONTRACTOR TO FURNISH AND INSTAll THE FotLOVIING'
<br />
<br />THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE
<br />COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
<br />MATtRlAlSAS FENCiNG, STRUCTUMl STEEl SUPPORTING SUB.fRAME FOR
<br />PLATFORM, ROOFING LABORANDMI>.TERIAlS, GROUNDING RINGS, GROUNDING
<br />WIRES, COPPER'-cLAD OR XIT CHEMICAL GROUND ROD{SJ, BUSS BARS,
<br />TRANSFORMERS AND DISCONNECT SWITCHES WHERE. APPUCABlE, TEMPORARY
<br />ElECTRICAL POWER, CONDUIT, lANDSCAPING COMPOUND STONE, CRANES. CORE
<br />DRilLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS
<br />ANDfOR AUGER MOUNTS, MISCELlANEOUS FASTENERS, CABLE TRAYS,
<br />NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR
<br />REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DM....1NGSAND
<br />SPECIFICATIONS
<br />IT IS THE ?OsmON OF T..MOBllE TO APPLY FOR PERMITTING AND OOtflRACTOR
<br />RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PE.RMITS
<br />
<br />3 T.MOBILE FURNISHED EQUIPMENT SHAlL BE PICKED-UP AT THE T-MOBILE
<br />WAREHOUSE, NO LATER THAN 411HR AfTER BEING NOTIFIED INSURED, STORED,
<br />UNCRATED, PROTECTED AND INSTALLED BY THE
<br />CONTRACTOR WITH ALL APPURTENCES REQUIRED TO PlACE THE EQUIPMENT IN
<br />OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />THE EQUIPMENT AfTER PICKING UP
<br />
<br />4 ALL EQUIPMENT FURNISHED AND WORK PERfORMED UNDER THE CONTRACT
<br />DOCUMENTS SHALL BE GUARANTEED AGAINST DEFECTS IN M"'TERlAlS OR
<br />WORKMANSHIP FOR A PERfQD OF ONE {l) YEAR FROM THE DATE OF FINAl
<br />ACCEPTANCE, UNLESS NOTED OTHERWiSE. ANY FAILURE OF EQUIPMENT OR WORK
<br />DUE TO DEFECTS IN MATERIALS OR WORKMANSHIP SHALL BE CORRECTED BY THE
<br />CONTRACTOR AT NeCOST TO THE OWNER
<br />
<br />5 ALL WORK, MATERIAl. AND EQUIPMENT SHALL COMPl YWITH ALL REQUIREII.ENTS
<br />OF THE LATEST EDITIONS AND INTERIM AMENDMENTS OF THE NATIONAl
<br />ELECTRICAL CODE (NECJ. NATIONAL ELECTRICAL SAFETY CODE, OSHA AND All
<br />APPLICABLE FEDERAL STATE, AND LOCAL LAWS AND ORDINANCES, ALL
<br />ELECTRICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHAlL BE NEW
<br />(EXCEPT WHERE OTHERWISE NOTED)AND SHAll COMPLY WITH THE
<br />REQUIREMENTS OF THE UNOf:R....'RITERS. LABORATORlES (UL) AND BEAR THE U.l
<br /><AS"
<br />
<br />6 T-MOBILE OR HIS ARCHITECTiENGINEER RESERVES THE RIGHT TO REJECT ANY
<br />EQUIPMENT OR 1M TERIALS WHICH, IN HIS OPiNION ARE NOT lN COMPlIAHCE WlTH
<br />THE CONTRACT DOCUMENTS, EITHER BEFORE OR AfTER INSTALLATION AND THE
<br />EQUIPMENT SHALL BE REPlACED WITH EQUIPMENT CONFORMING TO THE
<br />REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO
<br />COST TO THE OWNER OR HIS ARCHITECTiENG!NEER
<br />
<br />7. THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS
<br />REQUIRED. CONTRACTOR IS SOLElY RESPONSIBLE FOR THE PROTECTION OF /W'(
<br />EXISTING STRUCTURES OURINGCONSTRUCTIQN. FiELD VERifY ALL EXISTlNG
<br />DIMENSIONS WHICH AFFECT THE NEW CONSTRUCTiON
<br />
<br />II THE CONTRACTOR SHALL NOT AllOW OR CAUSE ANY Of THE WORK TO BE
<br />COVERED UP OR ENCLOSED UNTil IT HAS BEEN INSP€CTED BY THE GOVERNING
<br />AUTHORITIES, ANY WORK mAT IS ENCLOSED OR COVERED UP 8EFORE SUCH
<br />INSPECTION AND TEST SHAll BE UNCQVEREDAT THE CONTRACTOR'S EXPENSE:
<br />AfTER IT HAS BEEN INSPECTED, THE CONTRACTOR SHALL RESTORE THE WORK TO
<br />ITS ORIGINAL CONDITION AT HISOWN EXPENSE
<br />
<br />9 ALL EXISTING UTIUT1ES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN
<br />ON PlANS HAVE BEEN PLOTTED FROMAVAILA8lE RECORDS. THE
<br />ARCHlTECTIENGINEER AND OWNER (T-MOBILE) ASSUME NO RESPONSIBilITY
<br />WHATEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN
<br />ON THE PLANS OR THE IMNNER OF THEIR REMOVAL OR ADJUST1'JENT
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL
<br />SJ\!D UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR
<br />SHALL AlSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORIMTION
<br />RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING
<br />AfFECTED UTILITIES
<br />
<br />GENERAL NOTES (CON1'J));
<br />
<br />10 CONTRACTOR SHAll FIELOVERIFY ALL EXiSTING UTILITIES BOTH HORIZONTALLY
<br />AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR
<br />DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY
<br />REf'ORTED TO THE PROJECT MANAGER FOR RESOLUTION AND INSTRUCTION. AND
<br />NO FURTHER WORK SHAll BE PERFORMED UNTil DISCREPANCY IS CHECKED AND
<br />CORRECTED BYTHE ARCHITECTiENGINEER. fAILURE TO SECURE SUCH
<br />INSTRUCTION MEANS CONTRACTOR WILL HAVE VIORKEDAT HIS OVI'N RISK AND
<br />ExPENSE
<br />
<br />11 CONTRACTORS SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO
<br />PAPERS, TRASH, DEBRIS. WEEDS, BRUSH, OR ANY OTHER DEPOSITS REMAIN. ALL
<br />1M TERIAlS COlLECTED DURING CLEANING OPERATIONS SHAll BE PROPfRl Y
<br />DISPOSED OF OfF..SlTE BY THE CONTRACTOR
<br />
<br />12. All SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTORWITH
<br />LOCAl GAS, ElECTRIC, TElEPHONE, AND ANY OTHER UT1L1TY COMPANIES H..'\VING
<br />JURISDICTION OVER THIS LOCATION.
<br />
<br />13 DURING CONSTRUCTiON, rnE CONTRACTOR SHALL AT All TIMESM"'INTAlNTHE
<br />UTILITIES Of THE BUILDING/SrTE WITHOUT INTERRUPTION. SHOULD IT BE
<br />NECESSARY TO INTERRUPT ANY SERVICE OR UTIliTY, THE CONTRACTOR SHALL
<br />SECURE PERMISSION IN ...."'1111'1.8 FROM THE BUILDING/PROPERTY O'NNER fOR
<br />SUCH INTERRUPTION, AT LEAST n HOURS IN-ADVANCE. ANY INTERRUPTION
<br />SHAll BE MADE WITHA MINIMUM AMOUNT OF INCONVENIENCE TO THE
<br />BUILDINGlPROPERTY OWNER AND ANY SUCH SHUTDOWN TIME SHALL BE
<br />COORDINATEO WITH THE BUILDINGfPROPERTY OWNER
<br />
<br />14 CONTRACTOR SHAlL MINIMIZE DISTURBANCE TO EXiSTING SITE Ot)RING
<br />CONSTRuCTION. EROSION CONTROL MEASURES, IF REQUIRED DURiNG
<br />CONSTRUCTION.
<br />
<br />15. CONTRACTOR SHAll SUBMIT AT THE ENDOf THE PROJECT A COMPLETE SET Of
<br />AS BUILT DRAWINGS TO T .MQBILE'S ' PROJECT ENGINEER
<br />
<br />16. GC WiLL ,",'OT START THE CONSTRUCTION UNTIL AfTER THEY RECEIVE THE PRE CON
<br />PACKAGE AND HAVE APRE CON WALK WITH THE PROJECT MANAGER
<br />
<br />DIVISION 2 - SITE WORK:
<br />
<br />1. THE CONTRACTOR SHALL CALL UTiliTIES PRIOR TO THE START OF CONSTRUCTION_
<br />All EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES
<br />WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, AND
<br />WHERE REQUIRED fOR THE PROPER EXECUJION OF THE WORK, SHAll BE
<br />RELOCATED AS DIRECTED BY THE PROJECT MANAGER. EXTREME CAUTION SHOUlD
<br />BE USED BY THE CONTRACTOR VMEN EXCAVATING OR PIER DRILLING MOUND OR
<br />NEAR UTIUTIES. CONTRACTOR SHAll PROVIDE SAfETY TRAINING FOR THE
<br />WORKiNG CREW. THIS WILL iNCLUDE BUT NOT LIMITED TO
<br />
<br />A FAlL PROTECTION
<br />B CONFINED SPACE
<br />C. ElECTRICAl SAfETY
<br />o TRENCHING AND EXCAVATION
<br />
<br />2. R!;MOVE FROM SITE/OWNERS PROPERTY All WASTE MATERiAlS, UNUSED
<br />EXCAVATED Mil, TERlAlINCLUD1NG MATERIAL CLASSIFIED UNSAYISF ACTORY,
<br />CONTAMINATED OR DANGEROUS TRASH AND DEBRIS, AND DISPOSE Of IN A
<br />LEGAL MANNER.
<br />
<br />3 ALL EXISTING iWlCTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES,
<br />WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED
<br />ANDIOR CApPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS \VHICH WILL
<br />NOT INTERfERE WITH THE EXE.CUTION Of THE WORK, SUBJECT TO THE APPROVAL
<br />OF ENGINEERING
<br />
<br />4. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT
<br />COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM
<br />SLOPE, fERTI112ED, SEEDED, AND COVERED WITH MULCH
<br />
<br />5 CONTRACTOR SHAll MINIMIZE DISTURBANCE TO EXISTING SITE DURING
<br />CONSTRUCTION EROSION CONTROL MEASURES, AS REQU'REDDURIt.'G
<br />CONSTRUCTION
<br />
<br />6 CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING
<br />CONTRACTOR SHALL ESTABUSH GRADE AND LINE STAKES PRIOR TO CONSTRUCTION
<br />
<br />7. CONCORDIA DOES NOT GUARANTEE OR WARRANT THAT THE AfOREMENTiONED
<br />EASEMENTS ARE SUFFiCIENT FOR CONSTRUCTION TRAFfiC. GC SHAll CONSULT WITH A
<br />T-MOBILE REPRESENTATIVE AND lANDLORD WITH EXACT LOGISTICS TO FACILITATE
<br />CONTRACnBIUlYOF THE SITE AND DELiVERY Of CRITICAl MATERIALS SUCH AS THE TOWER
<br />STEEL, CONCRETE ANDCAANES TO THE PROPOSED LEASE AREA. GC SHALL RESTORE SITE TO
<br />ORIGINAL CONDITIONS AND REPLACE Nff AND ALL DISTURBED TREES OR LANDSCAPING.
<br />
<br />II CONCORDIA is NOT RESPONSIBLE FOR THE h'.AINTENANCE AND/OR OPERATIONAl FEASIB1UTY
<br />
<br />9. SCOPE OF WORK FOR THESE PlANS DOES NOT INVOLVE. VALUE ENGINEERING AS WELL AS
<br />MAINTAINABiLiTY OPERATIONS OF THE SITE, ACCESS OR UTILITIES
<br />
<br />DIVISION 3 - CONCRETE:
<br />
<br />1. MINIMllMALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHAll BE
<br />4000 PSI AT 21.l DAYS WHEN TESTED IN ACCORDANCE WITH THE
<br />AMERICAN SOCIETY FOR. TESTING AND MATERIALS METHODS STANDARDS ASTM
<br />C172, ASTMC31 AND ASTMQ9 UNLESS OTHERWISE NOTED
<br />
<br />2. CONCRETE FOR ALL FOUNDATIONS, 5<10 lBS PER CUBIC YARDOr
<br />CONCRETE MINIMUM CEMENT CONTENT FOR 1_INCH MAXIMUM SI2E
<br />AGGREGATE, SLUMP RANGE 3 INCHES TO 5 INCHES, TOTAL AIR CONTENT 4
<br />PERCENT TO 7 PERCENT BY VOlUME. AIR ENTRAINING ADMIXTURE REQUIRED TO
<br />CONTROL TOTAL AIR CONTENT, WATER REDUCING ADMIXTURE PERMITTED TO
<br />OBTAIN SLUMP OVER :l--iNCHES
<br />
<br />3 AlL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST
<br />EDITJONOr THE AMERICAN CONCRETE INSTITUTE (ACI318) BUILDING CODE
<br />REQUIREMENTS FOR REINFORCED CONCRETE AND (ACI 301) STANDARD
<br />SPECIFICATION FOR STRUCTURAL CONCRETE
<br />
<br />4. REBMS SHALL BE ASTM A-615 DEFORMED TYPE WiTH MINIMUM YIELD STRENGTH
<br />OF 00,000 PSI (40,000 PSI GRADE MAY BE USED FOR TIES,'; STIRRUPS)
<br />
<br />VIELDED WIRE FAeRIC SHALL CONFORM TO ASTMA-1l15
<br />
<br />5. DETAILING SHALL BE IN ACCORDANCE WITH MANUAL Of STANDARD PRACTICE OF
<br />DETA!lING REINFORCED CONCRETE STRUCTURES (ACI STO.J15 LATEST EDITION)
<br />
<br />6 CHAMFER ALL EXPOSED EDGES OF CONCRETE 3WUNLESS OTHERWiSE NOTED,
<br />
<br />7. REJNfORCING STEEL SHAlL BEACCURATEl Y PlACEDANDAOEOUATEl Y SECURED
<br />IN POSITION. lOCATION OF REINfORCEMENT SHALL BE iNDICATED ON THE
<br />DRAWlNGS, THE fOLLOWING MINIMUM COVER {INCHES) FOR REiNFORCEMENT
<br />SHALL BE PROVIDED, EXCEPT AS NOTED ON DRAWINGS
<br />
<br />MINIMUM COVER (INCHES)
<br />CAST AGAINST AND PER!I.'ANENTL Y EXPOSED TO EARTH . 3.
<br />EXPOSED TO EARTH OR WEATHER
<br />#6 THROUGH #18...?
<br />t/5BARAND SMil,LLER... 1-112.
<br />
<br />8. TESTS
<br />CONCRETE MATERiAlS ANDOPERATIONS SHALL BE TESTED AND INSPECTED BY THE
<br />ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANi DEFECTIVE WORK
<br />OR MATERIAL SHALL NOT IN ANYWAY PREVENT LATER REJECTION WHEN SUCH DEFECT
<br />IS OISCOVERED NOR SHALL IT OSUGATE THE ENGINEER fOR fiNAL ACCEPTANCE.
<br />
<br />A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER FOUNDATION
<br />TWO SHALL BE TESTED@THREEDAYS, TWO@TWENTY-EIGHTDAYS. THE FIFTH
<br />CYLINDER SHAll BE KEPT SEPARATELY, IF REOUIRED TOBE USED IN THE fUTURE
<br />
<br />B. ONE ADDITIONAl TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND
<br />CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS
<br />
<br />C, ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYliNDERS TAKEN
<br />
<br />9. PLACING CONCRETE
<br />A. THE ENGINEER SHALL BE NOTifiED NOT lESS THAT 24 HOURS IN ADVANCE OF
<br />CONCRETE PLACEMENT, UNLESS INSPECTION IS WAIVED IN EACH CASE, PLACING OF
<br />CONCRETE SHAll BE PERfORMED ONLY IN THE PRESENCE OF THE ENGINEER
<br />CONCRETE SHAll NOT BE PLACED UNTil ALL FORMV'JQRK, EMBEDDED PARTS. STEEL
<br />REINFORCEMENT, FOUNDATION SURFACES AND JOINTS INVOLVED IN THE PlACING HAVE
<br />BEEN APPROVED. AND UNTIL FACIUTIES ACCEPTABLE TO THE T"MOBllE
<br />REPRESENTATIVE HAVE BEEN PROVIOED AND MADE READY fOR ACCOMPLISHMENT Of
<br />THE WORK AS SPECifiED. CONCRETE MAY NOT BE ORDERED FOR PlACEMENT UNTIL AlL
<br />ITEMS HAVE 8EEN APPROVED AND T-MOBllE HAS PERfORMED A f!NALINSPECTION
<br />AND GIVEN APPROVAL TO START PLACEMENT INWRlTING
<br />
<br />B, PLACEMENT Of CONCRETE SHALL BE IN ACCORDANCE WlTH ACJ 301
<br />
<br />10 PROTECTION
<br />A. IMMEDIATELY AFTER PlACEMENT. THE CONTRACTOR SHAll PROTECT THE CONCRETE
<br />FROM PREMATURE DRYING, EXCESSNEl Y HOT OR COLD TEMPERATURES, AND
<br />MECJ-W-.IiCAlINJURY. fiNISHED WORK SHAll BE PROTECTED
<br />B. CONCRETE SHALL BE MAINTAINED WITH MINIlMl MOISTURE LOSS AT RELATIVELY
<br />CONSTANT TEMPERATURE fOR A PERIOD NECESSARY fOR HYDRATION OF CEMENT AND
<br />HARDENING OF CONCRETE
<br />
<br />C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT PERIODIC)FINE
<br />MiST SPRAYING OR SPRiNKUNG ALL EXPOSED SURFACES. WATER SHALL BE CLEAN
<br />AND FREE FROM ACID, ALKAli, SALTS, OIL SEDIMENT, AND ORGANIC MATTER
<br />SUCCESSFUL CURING SHALL BE OBTAINED BY USE OF AN AMPLE WATER SUPPLY
<br />UNDER PRESSURE iN PIPES, VMH ALL NECESSARY APPLIANCES Of SPRINKLERS. AND
<br />SPRAYING DEVICES.
<br />
<br />DIVISION 5 - STRUCTURAL STEEL:
<br />
<br />1. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE
<br />LATEST AISC MANUAL Of STEEL CONSTRUCTION (ASO\ AWS 01.1, AND THE
<br />BASIC BUILOINGCODE. STRUCTURAL STEElSHAll BE AS FOLLOWS'
<br />
<br />A. ASTMA36. GRADE 36; ROllED STEEL, RODS, PLATES,
<br />U-B.Ol IS AND ANCHOR BOLTS
<br />B ASTMA3ZSBOlTS,BEARINGTYPE
<br />C ALL STEEl SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTMA123
<br />
<br />2 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORJNG ANDJOR BRAC'NG WHERE
<br />REQUIRED DURING CONSTRUCTiON UNTIL ALL CONNECTIONS ARE COMPLETE
<br />
<br />3 ANY fiELD CHANGES OR SUBSTITUTIONS SHAlL HAVE PRJORAPPROVAl fROI'A THE
<br />ENGINEER, AND T-MOBiLE PROJECT MANAGER IN WRIT1NG
<br />
<br />4 T1GHTENHIGHSTRENGTH BOlTS TO A SNUG TIGHT CONDITION WHERE ALL PLIES
<br />IN A JOINT ARE iN FIRM CONTACT BY EITHER
<br />
<br />A A fEW IMf'ACTSOF A IMPACT WRENCH
<br />B THE fULL EFFORT OF A PERSON USING A SPUD WRENCH
<br />
<br />5 WELDING
<br />A, ALL VIELDING SHALL BE. DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS
<br />SHAlL BE MADE AVAILABLE FOR ENGINEER'SANDJOR OWNER'$ REVIEW IF
<br />REQUESTED.
<br />
<br />B WELDING ElECTRQOES FOR MANUAL SHIELDED METAL ARC WElDiNG SHALL
<br />CONFORM TO ASTM A_233, E70 SERIES, BARE ELECTRODES AND GRANULAR nux
<br />USED IN THE SUBMERGED ARC PROCESS SHAlL CONFORM TO NSC SPECIFICATIONS
<br />
<br />C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS VISUAl
<br />iNSPECTION IS ACCEPTABLE
<br />
<br />6. PROTECTION
<br />A UPON COMPlETiON Of ERECTION INSPECT All GALVANIZED STEEL
<br />ANOPA\NT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH
<br />ZINC BASED PAINT. COLOR TO MATCH THE GALYANIllNG PROCESS
<br />
<br />DIVISION 13 - SPECIAL CONSTRUCTION
<br />ANTENNA INSTALLATION
<br />
<br />1 WORK INCLUDED
<br />A. ANTENNAS AND COAXIAL CABlES ARE FURNISHED BY T-MOBILE UNDER A
<br />SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION
<br />CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS, ERECTION SUB-
<br />CONTRACTOR SHAll BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL AND
<br />PROPERTY.
<br />
<br />B INSTALL ANTENNAS AS INDiCATED ON DRAWINGS AND T -MOBilE SPECifICATIONS.
<br />
<br />C. iNSTALL GAlVANIZED STEEL ANTENNA MOVNTS AS INDICATf.D ON DRAWINGS.
<br />
<br />D. INSTAlL fURNISHED GAlVANi2ED STEel OR AlUMINUM WAVEGUIDE AND
<br />PROViDE PRINTOUT OF THAT TEST
<br />
<br />E CONTRACTORSHALL PROVIDE FOUR (4) SETS Of SWEEP TESTS USING ANRITZU-
<br />PACKARD 6713B RF SCALAR NETWORK ANALYZER. SUBMiT fREQUENCY OOMl>.IN
<br />REFlECTOMETER{FDR) TESTS RESULTS TO THE PROJECT MAWlGER SWEEP TESTS
<br />SHALL BE AS PER ATTACHED RFS "'MINIMUM FIELD TESTINGRECOMMENDED
<br />fOR ANTENNA AND HEliAX COAXIAl CABLE SYSTEMS. DATED 1015193. TESTING
<br />SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVlCE AND BE BOUND
<br />AND SUBMITTED WITI1lN ONE WEEK OF WORI< COMPLETION
<br />
<br />F INSTALL COAXIAL CABLE.S AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT
<br />PER MM-<UFACTURER'S RECOMMfNDA TlONS. WEATHERPROOF ALL CONNECTORS
<br />BETWEEN THE ANTENNA AND EQUIPMENT PER MANUfACTURER'S REQUIREMENTS
<br />TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT
<br />LOCATION UNLESS OTHERWISE STATED
<br />
<br />G. ANTENNA AND COAXiAL CABLE GROUNDING
<br />1. ALL EXTERIOR #6 GREEN GROUND WIRE .DAISY CHAIN" CONNECTIONS
<br />ARE TO BE WEATHER SEALED WITH RFS CONNECTOR!SPLlCE
<br />WEATHERPROOFING KIT #2.<12130R EQUAL
<br />
<br />2. AlL CO;\XlAl CABLE GROUNDING KITS ARE TO 8E iNSTAllED ON STRAIGHT
<br />RUNS OF COAXIAL CABLE (NOT WITHlN SENDS)
<br />
<br />CONTRACTOR SHALL FIELD lOCATE AlL
<br />8ELOW GRADE GROUND UNES AND UTIliTY
<br />LINES PRIOR TO CONSTRUCTION
<br />CONTRACTOR IS RESPONSIBLE fOR
<br />RELOCATION Of ALL UTiLITIES AND GROUND
<br />LINES THAT MAY BECOME DISTURBED OR
<br />CONFLICTING IN Tl1E COURSE OF
<br />CONSTRUCTION
<br />
<br />:;r- - -Mobile-
<br />
<br />T~MOB!lE
<br />8550 weST BRYN MAWR AVE.
<br />SUITE 100
<br />CHICAGO, Il60631
<br />MAIN: (773) 444-5400
<br />
<br />CONCORDIA, L TO
<br />A PROfESSIONAL DESIGN FIRM
<br />~ lICENSEII184004952-DBA
<br />'=-_ _~~CORDIA WIRELESS, INC
<br />505 E GOLF ROAD
<br />SUlTED&E
<br />ARLINGTON HEIGHTS,IL 60005
<br />MAIN: (847}9S1-0801
<br />
<br />{Cl Concordia 2001-2009,Copyrlght Notice;
<br />Thes.e DoeumenlSlDrnwlngs Are Produced by and
<br />Are Therefore The Intellectual Properly of
<br />Concordia Group Of Companies. 00 Not Copy,
<br />Reproduce, Reverse..fnglnaer or Replkato Any
<br />Parts of These Oocuments In any MannerWithou1
<br />ObtaInIng Wrllfen Consent From The Concordia
<br />Group.
<br />
<br />DRAWN BY: KF
<br />
<br />CHECKED 8Y: GMS
<br />
<br />CHECKED BY: RH APPROVED BY: GMS, TP
<br />
<br />GENERAL NOTES
<br />& SPECIFICATIONS
<br />
<br />SP-2
<br />
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