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<br />1. DRA`NINGS AFE �OT TO 6E SrqLEG, lM1'n'�.TTE�' DIY!=NSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS
<br />INTENDED TO BE USED FOR DIAGRA�^��v1HTIC PUR?CSE� ONLY, UNLE55 NOTED OTHERWISE THE GENERAL
<br />CONTRACTOR'S SCOPE OF N/OftK SHALL IM1CLUDE FUFNISHI\G ALL MATER!ALS, EQUIPMENT, LABOR AND ANY
<br />REGUIREfv1ENTS DEEiYtEC�'ECESSARYTO COUi?L=TEINSTALLATIONASDESCRIBEDINTHE DRAWINGSAND OWNER'S
<br />PROJECT MANLIAL.
<br />2. THE CONTRACTOR IS RESPONSIBLE F07 ALL �IMENS�ONS AND STANDAR�IZED DETAILS THATRE�UIRE
<br />MODIFICATIONS �UETOACTUAL F�;EL�CCNDITIO�'SAi�DREQUIR�NIENTS MUSTBESl1BMITTEDTOANDAPPROVED
<br />6Y,T-MOBILE 4VIRELESSREPR=SEM1'TAT.VE PRIOR70 STARTOFWORK.
<br />3. PRIORTOTHESUBP[ISSIONOF3IDS,CONTP.ACTORoINVOLVEDSHALLVISITTHEJ0851TETOFAMILIARIZE
<br />THEMSELVES WITHALL COIvDiTiONSFFFECT'�NGTHEPROPOSE� PROJECT. CONTRACTORSSHALLVISITTHE
<br />CONSTRUC710N SITE WI i H THE CONSTR',:CTION7CONTRACT �OCU4iEitiTS TO VERIFY FIELO CONDITIONS AND
<br />CONFIRNITHATTHcP�OJEC'lM'�.LLBE ACCO�:`:'.PL'.SHE�ASSHOUM:. PRIOP,TOPROCEEDINGWITHCONSTRUCTiON,
<br />ANY ERRORS, OPi1��,5510NS, Gft D�SCREFA\CIES SHALL B= BROUGHT TO THE ATTENTION OFTHE ARCHITECT/ENGINEER
<br />VERBALLY AND IN NiP,:TiNG.
<br />4. THE GENERAL CONTRACTOP, SHALL RECEIVE Wn!TTEN AUTHORIZATION TO PROCEEO WITH CONSTRUCTION PRIOR
<br />TO STARTING WGftK ON AtiY IT=�;1 i�':�T C�:EAP.LV DEF'�,NE� 9Y T�IE COi�STRUCTION DRAVVINGS/CON7RACT
<br />DOCUMENTS.
<br />5. THE CONTRACTO'n SHA'�'_ SUPERV'�,SE A�D 7.RE�T THE F'nOJECT CESCR'�,BED IN THE CONTRACT DOCUPAENTS. THE
<br />CONTP.P.CTOR SHP��_L BE SOLELY RESFO\5 BLE FOR ALL CO�\�STRUCTIOM1 P�IEANS, METHODS, TECHNIOUES,
<br />SEC�UENCES, S.4FETY, A�D ?.i0C=0JRE5'rOa COORDINAT�M1G ALL PORT!ONS Or THE WORK UNDER THE COi�TRACT.
<br />fi. THE CONTRACTOR SHALL INSTAL'_ALL �OUIPM1^.ENTAND f+1ATERIALS ACCORDING TO MANUFACTURER'S�'VENCOR'S
<br />SPECIFICATIONSUitiLE55 N0T=D0'HER�;i'SECR��i4ERELOCALCODESOnORDINANCESTAKEPRECEOcNCE.
<br />7. ALL 4VORK PERFOR�'v1ED ON THE PROJEC i A�D )1ATER;A�g INSTALLED SHALL BE IN STRICTACCORDANCE NlITH ALL
<br />A?PLICABLE CODES, P.EGUiAT'�,ONS, A:\C OP.7��i�:.4\CES. CGNTRACTOR SHALL GN� ALL NOTICES AND COMPLY WITH
<br />ALL LAWS, ORDINAM10ES, P.'JLES. REGULATIO\5 AND L4W F'.:L ORD=FS OF ANY P�i:BLIC AUTHOP,IN, MUNICIPP.L AND
<br />UTILITY COM?FNYS'�-CIF'�CA.TiO�S,ANCLOCP�_F�CSTP.TE.:l1RI5DICT!ONFL CODESBEARINGONTHEPERFOFMA�'CE
<br />OFT'nE�NORK.
<br />8. GENEP.AL CONTRACTOR SH?.LL pROV.De, A i THE PRO�E�T SITE, A FULL SET OF CONSTftUCTION �OCUMENTS
<br />UPDATED WITHTHELAT=S? R=V'S�.O�S�i`iVOLVEDW'.THTHE r'ROJECT. THISSETISAVALIDCONTR4CTDCCl1MENT
<br />ONLV IF TnE T�,TLE SHEET iS ST:.�.`�,'PED �.M1 RED'�NK'FOR CONST il1CT:ON" AND EACH SUCC�SSNE SH�cT BEARSTHE
<br />ARCHITECT'S/�NG'���EER'S 5'.GNED WET STA`AP.
<br />9. THE CONTRACTOR IS R=5POh515'_E FCR A�EaL'ATELY 6: W�I�G AND PROTECTING ALL lh'ORK DURING
<br />CONSTRUCTION AGAINST DAPAAGE, BReAKAGE, COLLAPSE, ETC. ACCOa01NG TO APPLICABLE CO�ES, STANDAR�S,
<br />Ai\D GOOD CONSTRUCTION PRACTICES.
<br />10. TH=CONTRACTORSHALL��IEETALLOSHHqEOI:'.FEfAENTSFORALLINSTALLATIONS.
<br />11. THE CONTRACTOR SHALL BE P.=SP�\5��.9LE FOR ALL DAP�'AGES TO TH= EXIST:NG CONSTRUCT:'ON A�D RE:�A'R ALL
<br />DAMP.GES TO BE7E'.i THkN �E`i�i CO�STP..;CTI��. TH� CO�TR?.CTOR SHALL NOTIFY THE CONSULTANT'JFANY
<br />DdPr.AGETO THE BU��.LDI�G S'�.TE OR ANV F�]JACEVT STR'JCTU3E5 AROl1N0 TH=PROJECT, THE T-t+10BILE
<br />FEF�aESENTATIVE S"�ALL EE SOLE A�D FIM1AL Jl1DGE AS �O THE �UALIN OF TH� R=PAIRED CO�STR�CTION. A�Y
<br />A7D.7i0\AL f.'.ODiF'��CATIO\S �`iHiC�� Pi�,UST 6E P�.4�E SHALL EE P:1P.DE AT TH= CONTnACTOR'S EXPE�SE.
<br />12. NMER= �'EW PkVI�'G, CO\CRETE S��DE6`iALK50P, FATHS MEET E7CI5-1�\G CONSTRIJCTION, THECONTRACTOF
<br />SHALLMATCH THEEXISTf�'�'G Fi-�n,GR"vC=,AN�ELEVATONSOTHEENTIRESTPIJCTURESHALLHAVEASMOOTH
<br />TRANS�.TIOtv.
<br />13. THE CO�TRACTOR Sti?.LL :`!O7'=Y T^,E _X ST-�.�G FLOORS. WFLL, C=.LING, OR OTHER COM1'STRJCTION AS
<br />FE�UIREO TO 3A�.� ACCESS TO AR(P.5 fOR ALL IdE�HANiCAL P W PrBING, ELECTR'�CAL. 0�9 STRUCTURAL
<br />N.OJI: ICATIO�S. 41'HER� THE EX'�.5-1i�G CC�STaUCT'��CN DOORS PHP,TITI�NS, CEIL:NG, ETC.,ARE TO EE RE`i�.OVE�,
<br />MODiF'�.ED, OR P.co.RRA�uE� OP. VJHER= -HE EYPOSED O:R HICDEN N��CHANICAL, �L�CT�n'�CAL SYSTE^,1S ARE ADCEC
<br />CR �',CCIFIE� THE GE�ER:+L CO�T��AC: �R SHA� L R-PA'.R, PATC�.-, AND \'�.ATCH ALL EYISTIVG CO�tiSTRUCTION A�\D
<br />FI�!SHE50=FLLF_OOR54N;iLL5L.�DCE'.L!�GS. WH=RECONCRETEP�IASGfvRYCONCTRUCTIONISIJGD1=1=0,THE
<br />COf:TR.SCTOR SHALL TOOTH'�.� P._L NE`N CO�S � R.:CTION i0 I:IATCH THE EXISTING BOND. �'iH_P.E CO�CFETE
<br />COM1STP,UC- O� IS I.i�G'��.F�ED, T�-,E CO^lTPv�,CT09 SHALL VEFI� Y TH= EXACT DETAI! 5 TO BE USEC FOR
<br />C�NSTP,U�T�C,\. FLL \^;OR:! SHF_L BE COV�iE7:;NDEF THE GEM1ERAL CONT�7P.C7.
<br />14. IF CONTRACTCR OR S.iE�O�TvlCTOR F-:�D IT �-CESSARY TO D=VIH i E FRGf:'. ORIGI�AL PFPnOVED ?LA�S, -HE��
<br />IT Ig 7HE CO�TnP:.TORS A�7 THE SU5COtiTR CTOR'S RES O\5'�.6.LITY TO PROViDE TF'E CONSULTA�T N1�.TH 4
<br />COP!ES OF TH= PP.O�O�EC ��-.P.�\GES FOR H��.S AF7.�.OVAL 6EFOPE =R�CEED-'�NG W��TH -HE `�h'ORK iN ADCITIO� TH`
<br />CONTR:.CTC;AM1D SUECO\-fi:;CTO�SSH?.LLEcRESFON5IELE=CRPROCURI�'GALL NECESSARYAPFROVALSFn01�.�
<br />T'-�E BUILDING A�7HOfti'.=5 FOR T'r.E PR0?OSED CHA\GES BEFOFE PRCCEc71NG WIT:: THE \NOR4C. TH�
<br />CO� RACTOF ANG Sl1ECOhT :�.C-0R5 S'. �,r.'�_L E= RESFo;\SIBLE FOR PRCCUR'NG ALL f�'ECE:.SARY I\SPECTIO�S AM1D
<br />A?PRO�/ALS FP,O'v� 6UiLC�:�� AUT::OP.ITI�S DUR,�G THE EXECUTIO� OF THE WORK.
<br />15. COhTRACT:�R TO PRO:".CE A POFTA3Lc FIRE EXTINGU'.S'-ER W 7r A RA-1NG OF NOT LESS THAN 2A OR 2-A1C6C
<br />NIITHIN75FE_TT�i,VEL DISTA�CETOALLFOR�"�.ONSOFPR0.ECTAftEADUR'NGCONST�4UCTION.
<br />10. T'�.E CONTRACTOn SHALL PERFOR�,i !!i�R:<DUn N3 OWtiER'S PP.EFE=�REO HOURS TO AVOI� DISTUnEI�:G NOR,'AAL
<br />aus ness.
<br />17. S=AL.4LL PEM1ETRAT'.ONS THP.OUGH FlnE-RATED FREAS W��TH U.L, LISTED OR FiRE MARS:-;AL P.FPaOVE7
<br />MA?ERIALS AS P.F?LICH3L� TO T-.'�.S F.ICILITY A�D OR PiOJECT SITE.
<br />18. CO!v � RNCTOR SHALL BE R-SPONS�:BLE �O� UT'�.LIN IOCATES, SC'�-�EDl1LING, COOR�'��M1'ATING SPECIAL A�C
<br />3UIL�1NG DEFFRTM�h'T INSPECi�O�\S.
<br />19. CONTRACTOP. SHALL BE P,=SPONS16LE FOR CONTACTING AND U I ILIZIfrG ORIGINAL ROOFiNG CONTRP.C-OR AS
<br />RE�UIRED T�fl�AINTP.INANY EXISTINGROOFIf.GVfA�iRANiY.
<br />2u. ROUTING OF ALL CONOIJI � S. CAELES, CA3LE TRAYS ETC ARE I�'DICATED AS PROPOSED LOCATiO�' OM1LY. CONFIRP/
<br />THE EXACT LCCAT.u� P�\D ROU �-:��'G Nr;TH TH� O`i SITE T-P/�081:E COVSTRUCTION P/ANAGER PRIOR TO STP.RTING
<br />WOR(.
<br />CONGI�ETE �OTES:
<br />1. ALL CONCFETE WOFK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFlCATION
<br />CAST-:�-PLACE COKCRETE.
<br />2 ALL COi\'CRETE SHAL'_ HAVE A �J.���,M1':I.IUM COPnPRESSIVE STPENGTH OF 3000 PSI AT 28 DAYS UNO.
<br />3. REiN�O.nCING S-EEL SHAL�_ CON=ORM TO ASTM A 615, GRADE 6D, �EFORMED UNLE55 NOTED OTHERWISE. VVELDED
<br />W'RE FA6P,.0 SH.4LL CO�iFORPA TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES
<br />CLA55 "3" AN� ALL HOOKS SHAL�_ BE STANDARD UNO.
<br />4. THE FOLLOW'�.VG P��INIMUPA COM1CRETE COVER SHALL BE PROVIDED FOR PEINFORCING STEEL UNLESS SHO`NN
<br />OTHERWISE ONDRANiING3'. CONCRETECP.STAGAINSTEARTH-31N.CONCRETEE%POSEDTOEARTHOFWEATH=R.
<br />�6 AND LARGE�R ..........................2 IN.
<br />YS AND SPAALLEP, 8 W W �= .........1t/21N.
<br />5. A tl2" TROWELED RACIUS SHALL BE PROVIDEO ATALL E%POSED E�GES OF CONCRETE UNO. HOLES TO RcCEIVE
<br />EX7ANSIONM1NEDGE A`ICHORS S'.-iALL 6E 1/8" LARGER IN DIAMETER THAN THE ANCHOR 60�T, DOWEL OR ROD AND
<br />SHALL CO�FORfJi TO �7FP, RECONP��E\DATION FOR EM9EDMENT DEPTH OR AS SHON'N ON THE DRAWINGS. AVOID
<br />CUTTI�iG EXISTiNG REEAn N1HE� D3ILLIM1G HOLES IN THE ELEVATED SLAB.
<br />E. INSTALLATION OF CONCftc: E EXPANSIONNVEDGE ANCHOR, SHALL BE PcR MANUFACTURER'S WFITTEN
<br />RECOi��II;'.ENCEC PRGCEDUnES.
<br />7. F'�OFT S�R=A�E SHA_L 6E A SP��OOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPPESSIONS. Sl1RFACE
<br />SHALL BE SLOPE7 AT2'�.. TO �ROff,OTE ORAINA3E AWAV FROM EOUIPPAENT.
<br />CONCRETE NOTES:
<br />1. RlJBBISH, STUP�IF3, �E3R'S, STICKS, STONES A:�D OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND
<br />DIS?OSE� OF L=GALLY.
<br />G THE SiTE 5-'�,ALL 3E GRP.DED TO CAUSE S'uRFACE WATER TO FLOW AWAY FROP�I THE PCS E�UIPPAENT, TOWER
<br />AREP.S,ANDAOJACEfvT BU��.LDINGS.
<br />3. �'O rILL OR EiJ.3A�Kh7E�TlAP.T�RIAL SHALL Bc PIACED ON FROZEN GROUND. FROZEN PAATERIALS, SNOW OR ICE
<br />SHAL'�_ NOT Bc PiA^E� IN ANY F'�LL OR EVBANKP�I=NT.
<br />d. TH_ S'JBGRACE S:�',.1LL 6E COtAFACT=D ANO BROUGHT TO A SMOOTH 11�IFORDA GRADE PRIOR TO THE CRUSH=D
<br />STON= P.FP_ICA-�CN-
<br />5. ALL EXIST.NG ACT�,VE SENiER WATER, GAS, =LECTa�,C, ANJ OTHER UTILITIES bhHERE ENCOuM1 i EREJ IN THE NIORK,
<br />SHALL BE FROTE�-ED AT ALL 711a�cS, AND WHEFE REOi11FED FOR TH= FROPER EXECUTiON OF TH� WORi(, SFiALL BE
<br />R=LOCAT�=C AS DIP.=CTED BY ENGINEEP,S. EXTRE^fE CAUTI01 SHOULD BE USED 9Y THE COtiTFACTOR NlH=N
<br />EXCAV.4TING OP, P�._��? DR-LL'.�G ARO'JND OR NEP.R UTILITIES. CONTRACTOR SHALL ?ROV'�.DE SAFEN i RAIIvING FOR
<br />TY.E VvOP.�{i.\G CR='T;.
<br />E. ALL EX'�STI�G INA�T:VE SEN/ER, l":ATEP., GAS, ELECTR C AND OTHER UTILITIES, N'HICH IN � E=�F�RE WITH THE
<br />EXECU?�,p�`J O� T�=E WO:RK. SHALL BE FER10V�0 AN�7 SHALL BE CAPPED, PLUGG=D OR OTHERW!SE OISCONTINUED AT
<br />POI�YTS �P:H:CH 4'JILL KOT I� i ER:=ERE WIT4 THE EXECU'ION OF THE WORK, SUBJECT TO THE PPPROVAL OF
<br />E�GI�'EEft!�\G.
<br />7. T�,E AR�FS OF THE CUSTO'+7ER'S PRCPERTY �ISTURBED BY THE WORK A\'D NOT COVERED BY THE BUILDING,
<br />D'nIVE�^!AY OR C,RUSH=D STO�E, SHALL BE GRA�ED TO A UNIFORf+1 SLOPE, �ERTILIZED, SEEDED, AND COVERED �VIT-�.
<br />Pl.ULCH AS SPECIFIED I� THE SPE�!F:CAT.O\ LANOSCAPE WOFK.
<br />8. OEDOING ti'ATER'.AL FCR UT.LITY LI�ES, Cl1LVERTS AND PIPING: CLEAN SAND, t:1E�lUM TP COH�RSE. SU3 ROUM1C�C
<br />�ATUFAL RIVE,z Ot 3A�4( SAN�, WASHED, FREE OF SILT OF CLAY, LOAM, FRIA5LE OR SOLU3LE MATER'.:rLS, A\D
<br />OR3AM�.0 P1ATeR�, GRACE� IN ACCOR�ANCE l^!SH THE FOLLOWING GRAIN S'ZE D'STR�BUTION:
<br />S!EVE S'�ZE FEftCENT PASSIf�G
<br />3:3" 1�J
<br />N0.4fGESH EO-g0
<br />NO.SMESH 0-G5
<br />�'�O. 15 Pi�.ESH 0-25
<br />na iaa rres= az
<br />K0.200 NESH C-2
<br />5. BI�:P'S FOP. T=.'.!PO�RkRY ERG5�0`i/SEGIIv Ei�TATION CCNTFOL SHALL 8E IIviPLEFAEN-ED PeR LOCAL, CITY OF C�U\'TY
<br />G'.:���,CELifv'ES A�G P=R PLAN I� APPLICA3LE.
<br />ABBREVIt�TIS9NS
<br />AC
<br />AFF
<br />AFG
<br />AFS
<br />ALU,�ii
<br />ARCH
<br />BTS
<br />BL�G
<br />BM
<br />BOT
<br />B.O
<br />60C
<br />60S
<br />CL�
<br />CLR
<br />CtAU
<br />COL
<br />corvc
<br />CONST
<br />CONT
<br />CTa
<br />DAIO
<br />OT�
<br />EA
<br />ELEC
<br />E�
<br />E4`i
<br />EXP
<br />EXT
<br />FIV
<br />FIN FLF
<br />FLft
<br />FTG
<br />GA
<br />GALV
<br />GYF
<br />GB
<br />H,U
<br />H04
<br />N'<
<br />HVAC
<br />I�SUL
<br />I�T
<br />AIR CONDITIONER
<br />ABOVE FINISHED FLOOR
<br />AOOVE FINISHED GftADE
<br />ABOVE FlNISHED SLAB
<br />ALUPAINUNI
<br />AfJCHOR BOLT
<br />ANG�_E
<br />ARCHIT=CTURAL
<br />BASc TRANSMISSION SYSTEM
<br />BUIL�ING
<br />BEAPA
<br />BO'TON1
<br />BOTTOM OF
<br />BOTTOM OFCONCRETE
<br />BOTTONI OF STEEL
<br />CONTROLJO�NT
<br />CENTEr7 LINE
<br />CE'LING
<br />CLEFlR
<br />CONC.rETE P�ASONftY UNIT
<br />cow�aN
<br />CONCRETE
<br />CONSTRUCTI04
<br />CONTINUOUS
<br />CENTcR
<br />�IA�i�ETER
<br />CETFl L
<br />EXISTI��G
<br />EACH
<br />EXPANSION JOINT
<br />ELECTRIC/ELECTFICAL
<br />ELEVATIOV
<br />EQUAL
<br />EACH WAY
<br />EXPANS��ON
<br />EXT=RIOR
<br />FLOOn DRAIN
<br />FIN:SFI
<br />F:NIS^ FLOOR
<br />FLOO,z
<br />FOOT'�G
<br />GAUGE
<br />GALVANIZEO
<br />GYPS'�M
<br />G'(PJ'UP/ �OA�D
<br />HOLLOW METAL
<br />HORIZONTAL
<br />HOI;R
<br />HEIGHT
<br />HEATING VENTILATION AIR CONDITIONING
<br />INSULATION
<br />ir�rERioa,
<br />JT
<br />LAPd
<br />LF
<br />PAANUF
<br />MAX
<br />MECH
<br />MH
<br />MM
<br />tAIN
<br />MISC
<br />MFH
<br />P�1TL
<br />NIC
<br />NOP�.
<br />NTS
<br />OC
<br />OD
<br />OH
<br />OPNG
<br />O(P)P
<br />PpCS
<br />R
<br />PR
<br />PSI
<br />PSF
<br />PT
<br />FAD
<br />RD
<br />REINF
<br />RE�'D
<br />arn
<br />RMl
<br />scr.eo
<br />S=CT
<br />SF
<br />SIM
<br />50 FT
<br />SS
<br />STD
<br />STL
<br />STRUC
<br />TEPAP
<br />THK
<br />T O.
<br />TOS
<br />TOC
<br />TYF
<br />UNO
<br />VCT
<br />V=RT
<br />WI
<br />Nnvrn
<br />JOIi�'T
<br />LAIAIPJFlTED
<br />LINEAL FO�T
<br />PAANUFACTJP,EP.
<br />rnnx�rnumi
<br />1�1 ECHAN!CAL
<br />IviAM1HOLE
<br />MILLIP�IETER
<br />MINIPAl1M
<br />MISCELLANEOUS
<br />MILES PER HOUS
<br />�/ETA!
<br />NOT IN CONTFAC7
<br />NOfa11NAL
<br />M1'OT�O SCALE
<br />O�CENTcR
<br />OUTSIDE DiqPAETER
<br />OVEnHEAD
<br />OPE�Ii\G
<br />O?POS TE
<br />PROPOSED
<br />PERSONAL COf1�P,lUNICATION SYSTEM
<br />PLATE
<br />PA!F
<br />POL'NDS FER S�UARE INC'-I
<br />POUN�SPERSOUAREFCOT
<br />PnE55URET.3EA'ED
<br />RADiUS
<br />aooF oa�in
<br />RE'�NFORCEC/FiEI�FORCING
<br />REQU'.RED
<br />nOOPA
<br />Fv!GH- OF N/A`!
<br />SCHEDULE
<br />SECT':ON
<br />S�l:.\RE Fp0 i
<br />S'fd LAR
<br />SCI:ARE FCOT
<br />STA".LESS S7EEL
<br />STA�CARD
<br />STEEL
<br />STRUCTURAL
<br />TEP/.PORFlRY
<br />THICK
<br />TOr' OF
<br />TOP OF STEEL
<br />TOP OF CONCFETE
<br />TYPICAL
<br />11�L�55 �\'OTED OTHEnWISE
<br />VI�YL COt+�P05'�.T.CM1 T'�,LE
<br />VERTICAL
<br />N/iTll
<br />NlEL�ED W'�.RE P1ESH
<br />LEGEt�iDS & SYMBOLS
<br />ChIA'�� L'M1K FE�CE - X X X X-
<br />CEDAP,FcNCE �
<br />PG':VEP. P- P- P P P- P-
<br />TELCO T- T- i - T T T
<br />POItiEn.TELCC P T- P- T- P T-
<br />COAX - CO�X - COAX COAX - COAX -
<br />OV=R?�EA7 PO'+�En -�H OH OH OH
<br />CENTERL�.�E - - - -- --
<br />RE'JIS ON 6UG
<br />EL"cVHT�ON \/IEbl' 3UG
<br />E'_EVAT.O� V��EV:' uUG
<br />DETAIL 0UG
<br />�
<br />DcTAIL NUNi�cq
<br />`SHeET NUMBE,�
<br />TOP OF XXXXX /�
<br />%%X'-X" AGL
<br />�DETAIL NUNBER
<br />syEEr NurneEa
<br />DETAIL NUMBER
<br />sEcnoNeuc
<br />5N_�T N�MBER
<br />- � - -1�Ioblle-
<br />=PROJECT INFORMAYION:
<br />DOWNTOWN
<br />EVERETY•YVAL6
<br />SE01510A
<br />2930 WETMRE AVENUE
<br />EVERETT, WA 98201
<br />=1SSUED FOR:
<br />BUILDING PERMIT
<br />=REVISION HISTORY:
<br />NO. OATE: DESCRIPTION: C�K' APPV'
<br />BY: BY:
<br />=PLANS PREPARED BY:
<br />B. J. THOMAS, P.E.
<br />7607 80TH AVE NE
<br />MARYSVILLE, WA 98270
<br />206•851 •1106
<br />=DRAWN BY: CHK. BY:=APPV. BY:=
<br />JL, AAL �'I BJ �� KC
<br />=LICENSURE:
<br />S T I I O.'•;. V���� ✓
<br />'V `: ��L/���:f�
<br />�G. y
<br />�' '� -nd
<br />�:. �r.n. 7ir�_� ,-
<br />���� '�CIST'�-=`
<br />�S.SIU ��ll_E:G �.
<br />=EQUIPMEtdT:
<br />REPLACE (_) (6) P.�TE��P.S W/ (9;� �EW TPJ�ZXY,Y,-65�d-R2
<br />AM�NivAS. P.DC (3; FXFB, f,3) Fr�IA, (3; FP.�:'G, (61 C0�/F (3 AT
<br />TOP 8 3 N i EOTTOP/) (31 HYBRID �A6LES. TOTAL OF 6
<br />COAX T�'�Ef�: A N. R=P: OVE PNY 1:�U5ED COHX 8 T1.^.A'S.
<br />=DRAWING INFORMATION:
<br />00 �'OT SCALE ORA'i41\G5. CO�TRACTO� P,1UST VERiFV
<br />ALL D'.MENSIONS AM1D P�VISE COi�SULTANTS OFANY
<br />ERR�RSANDOMISSIONS. ALLPREVIOUSISSUESOFTHIS
<br />CftAUJIVG ARE SUPERSeDED EY THE LATEST FEV'�.S��OY.
<br />THE IN=OP,I;i.4TIOM1 COIJTAI\ED I\ TH!S Sc-OF
<br />COCUi;1�i�T515 PROPRIETARY BY:\AT'.iR_. P.NY USE OP.
<br />CISCLCSJRE OTHEF 7H.4�\' W�r'�ICH IS RELATED TO NAP�IED
<br />CLIENT IS S-RICTLY PROHIBITED.
<br />=DRAWING TITLE:
<br />GENERAL NOTES
<br />=DRAWING NUMBER:
<br />G-1
<br />
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