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1. t'R.libCS PI f',Oi TO `�� Sl.�l_�D 1'IRITi�N W..�'v5i0 5 il,✓E �, C��UEtG�E.
<br />.�15 eT 0 ,�^t E T_, '� DIiEIJD�D i0 �E U�ED FOR DIAGRAfI1�ATIC
<br />(U2?OSE .JtiLY, tl ��F'S F:OiEi) OiHERVlI f. 7HE GENERAL CONTRACTOk'S
<br />�CCPE OF VIORK SHALL II4CLUDE FURNISHWG ALL 1AATERIALS, EOUIPMENT,
<br />Lt.90R, AND ANY REOUIREMENTS DEEIdED NECESSARY TO COMPLEiE
<br />,^:STAI.ATION AS DESCRIBED IN ?HE DRAY/INGS ANO OWNER'S PRUJECT MANUAL.
<br />?.In� �„ONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN
<br />i!iC CONiRACT �OCUMENTS. THE CONTRACTOR SHALL 6E SOLELY RE5PONSIBLE
<br />FCR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEOIlE1JCE5 AND
<br />P�:OCEDURES AND FOR COORDMATING ALL PORTIONS OF THE WORK UNDER THE
<br />CGNTRACT.
<br />.:.ii!:: CONTRACTOR SHALL W5T4LL ALL EOUIPMENT AND MATERIALS
<br />ACCORDWG TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED
<br />OTH[RWISF. OR WHERE LOCAL CODES OR OR�INANCES TAKE PRECEDENCE.
<br />,.�L� YlORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE
<br />IN STRICT ACCORDANCE YlITH ALL APPLICABLE CODES, REGULAT�ONS. AND
<br />ORDINANCES. CONTRACTOR SHALL GNE ALL NOTICES AND �OMPLY WITH ALL
<br />LA�45, ORDINANCES, RULES, REGULATIONS AND V+WFUL ORDERS OF ANY
<br />PUBUC AUiHCRITY, MUNICIPAL AND UTILIiY COMPANY SPECIFICATIONS, AND
<br />LOCAL ANG SiqTE JURIS�ICTION�L CODES BEARWG ON THE PERFORMANCE OF
<br />THE WORK.
<br />S.GENERAL CONiRACiOR SHALL PROVIDE AT THE PROJECT SITE, A FULL SET OF
<br />COtJSTRUCT10N DOCUMENTS UPDATEO WITH THE LJ�IEST REVISIONS AND
<br />��DDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE
<br />i'::CJECT. THIS SET IS A VALID CONTRACT DOCUM"[NT ONI.Y IF THE TITLE
<br />SHEET IS STi.MPED IN RED INK "i0R CONSTRUC770N" ANG EACH SU�CESNE
<br />SHFET BEARS THE ARCHITECT'S SIGNED WET STAMP.
<br />6.T1'E S7RUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACIUTIES ARE
<br />�tiOT TO BE ALTERED �Y THIS CONSTRUCTION PROJECT UNLE55 NOTED OTHERWISE.
<br />7,DETAILS INCI.UDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN.
<br />MINOR MO�IFICATIONS MAY BE REOUIRED TO SUIi JOB CONDITIONS "O
<br />SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE
<br />SCOPE OF 1YORK.
<br />6.CONTRACTOR SI�lALL MAKE NECESSARY PROVISIONS TO PROTEC? EXISTINC
<br />IMPROVEMENTS, EASEMENTS, PAVWC, CURBINQ ETC. DURING CONSTRUCTION.
<br />U^ON COMPLETION Or WORK, CONTRACTOR SHALL REPAIR ANY DAldAGE iHAT
<br />MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
<br />g CONTRACTOR SHALL KEEP CENERAL WORK CLEAN AND FiAZARD FREE DURING
<br />CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR
<br />SHAIL REMOVE EOIJIPMENT IJOT $PECIFlED AS REMAINING ON TNE PROPERN
<br />OR PREMISES. SITE SHAI.L BE LEFT IN CLCAN CONDITION AND FREE FROM
<br />PAINT SPOTS, DUST, OR SMUDCES OF ANY NATURE.
<br />tO.iHE ARCHiTECTS/ENCII�EERS HAVE MADE EVERY CFFORT TO SET FORTH IN
<br />TH[ CONSTRUCTION AWD CONTRACT DOCUMENTS THE COMPLETE SCOPE OF
<br />lYORK. CONTRACTORS BIDDINC iHE JOB ARE NEVERTHELESS CAUTIDNED THAT
<br />MINOR OMISSIONS OR ERRORS iN THE DRAWINGS AND OR SPECIFiCAT10N5
<br />SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETiNG THE PROJECT AND
<br />IMPROVEMENTS iN ACCORDANCE WITH THE INTENT OF THESE DOCU�AENTS. THE
<br />!iiDDER SHALL BEAR THE RESPON5161LITY 0� NOTIFYING (IN WRITING) THE
<br />i�RCHITECT/ENCWEER OF PNY CONFLICTS, ERRORS, OR OMISSIONS
<br />�RICR TO SUBMISSIDN OF CONiRACTOR'S PROPOSAL. IN THE EVENT OF
<br />DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR
<br />CXiFNSIVE WORK, UNLE55 DIRECTED OTHERWISE.
<br />�� ir�C CONTRACTOR SHAL� PERFORM WORK DI/RING OWNER'S PREFERRED HOURS TO
<br />,1VOi� DISTURBING NORMAL 9USWE55.
<br />t2.ADA COMPLiqNCE FACiLIN IS NOT SiAFFED ANU N0T NORMALLY OCCUPIED.
<br />� z. S�ECIAI INSPECTION � ND T STING
<br />RE�UIRED SPECIAL INSPCCTIONS SHALL dE PERFORMED BY AN INDEPENOENT
<br />`; ECIAL INSPECTOR PER SECTION 1701 OF THE UN!FORM �UILDING COOE
<br />(U!3C) FOR iHE FULLOWING:
<br />�1 CONCREiE: �URING iHE TAKING OF CONCRETE TEST SPECIMENS AND
<br />�'LACING STRUCiURAL REWFORCINC AND STRUCTURAI CONCRETE, VERIFY
<br />REWFORCING S12F. PLACEMENT AND GRADE.
<br />.;. E301T5. AND ANCHORS IN CONCRETE HqLD-DOVJN ANCHOR BOLTS, I�SPECT
<br />SiZE, LENGTh�, iYPE (E%PANSION, EPO%�) AND SPACING
<br />,-; VIELD:NG VISUAL �NSPEf,T10N OF ALL SiRUCTURAL FIELO WELDING
<br />iliE SPECiAL WSPCCiOR SHALL PROVIUE A COPY OF TNEIR REP0�2T TO THE
<br />uUILDING O�FICIAL OWNER, ARCHITECT/E"IGWEER,AND CONiRACTOR.
<br />,.• .^�:t AND OR REMOVE TREES k SHURBS A1 EOUiPNENT LOG1Tip�, !S
<br />'�i_pUiRCD, i0 M101Y INSTALLATiON AND CPERATiON.
<br />75.'i=U'ulr,G rJ-�i�R!h� FOR Jil�' v'..• � J"�RiS '.V� PIPING:
<br />CLEnt� SFND. NEOiU"d i0 COFR,�,��SU9 �<OUNDED 'dtiTURAL kNER OR �rtKK
<br />SAYD, VlASHED, FREE Of SILT OR CLAY, LOAM, FFIABLE OR SOLUBLE NATERIALS,
<br />AND ORGANIC MATER; GRADED IN hCCORDANCE YJ;TH THE FOLIOWiNG GRAiN
<br />SIZE DiSTRiBU710N:
<br />S� V SIZE F_RCENT PASSINC
<br />j�g�� 100
<br />N0. 4 MESH 60-90
<br />N0. 8 MESii 0--45
<br />N0. 16 MESH 0-75
<br />N0. 100 MESH �-2
<br />N0. 200 1AESH 0'z � -�
<br />�'M7
<br />i�; k
<br />�C"x.�, "� ��'-h'���Zi'+@'AA+)wx�N � , >TiFx_i+' �±'w-�F, �'S l�: �l$r4�'. �` . _ �
<br />_ .., ,, ,. . ..
<br />. . _ .. . .. . . . . .. ,..z.,, .
<br />ABBREVIATIONS _
<br />n.e. r,n,cr+o� eo�r �r (') Foor�reer) E�:. Eauu
<br />ABV. l.30VE f TG. FOOTINC E)'�P. E%PANSIOY
<br />ACCA f.NTEN'dA C%�BLE COVER A�SE�1E�iY G. GROVJTH (CABINF.11 E)$T.(E) E%ISTING
<br />ADD'L ADDITIOtJAL GA. GAUGE EAT. EXTERIOR
<br />A.P.F. A�OVE FINISHED FLOOR C!. CALVANIZE(D) FA9. FABRICATION(OR)
<br />A.f.C. ABOVE FINISH'cD GRADE GF.1. GROUND FAULT CIRCWT INTERRUPiER F.F. FINISH FLOOR
<br />A.G.E. ABOVE GROUND ELEVATiON GLB.(CLU-LA61) CLUE LAMINATED BEAM F,G. FINISH GRADE
<br />ALUM. ALUNINUM GPS GLOBAL POSITIONING SYSTEM FIN. FIN�SH(ED)
<br />ALT. ALTERNATE GRND. GROUND FLR. FLOOR
<br />ANT. ANTENNA HDR. HEADER FDN. FOUNDAlION
<br />APPRX. APPROXI6IATE(LY) HCR. tIANGER i'.O.C. FACC OF CONCRETE
<br />�RCH. ARCHITECT(URAI) HT. HEIGIi7 F.O.M. FACE OF MASONRY
<br />AWC. AMERICAN WIRE GAUGE ICGB. 50LATED COPPER GROUND BUS F.0.5. FACE OF STUD
<br />BLDG. BUILDING IN.(") iNCH(ES) F.O.W. FACE OF WALL
<br />BLK. BLOCK INi. INiER10R F.S. FiNISH SURFACE
<br />BLKG. BLOCKINC L8.((%) POUND(S) T.O.F. TOP OF FOUNDATiON
<br />BM. BEAM 1.�. LAG BOLTS T.O.P. TOP OF PLATE (PARAFET)
<br />B.N. BOUNDARY NAILING l.F. LINEAR FEET (FOOT) T.0.5. TOP OF STEEL
<br />BTCW. BARE TINNE� COPPER YJIRE L LONG(ITUDINAL) T.O.W. TOP OF WALL
<br />B.O.F. BOiTOM OF f00TiNC MAS. IdASONRY TYP. TYPICAI.
<br />B/U BACK—UP CABINET 61AX. 61A%IMU1A U.C. UNDER GROUN�
<br />CAB. CABWET M.B. MACHWE BOLi U.l. UNDERWR�iERS LABORAIORY
<br />CANT. CANTILEVER(ED) MECH. lAECHANICAL U.N.O. UNLESS NOTED OTNERWISE
<br />C.I.P. CAST IN PtACE MiR. MANUFACTURER V.I.F. VERIFY IN FIELD
<br />CLG. "EILING MIN. MINIMUM W WIDE(WIDTH)
<br />CLR. CLEAR MISC. MISCELLANEOUS W/ WITH
<br />COL. COLUMN MTL. NETAL WD. WOOD
<br />CONC. CONCRETE (N) NFW 17.P. WEATHERPROOF
<br />CONN. CONNECTIOh(OR) N0.(Q) NUMBER WT. WEIGHT
<br />CONST. CONSTRUCTION N.T.S. NOT TO SCALE f� CENTERLWE
<br />CONT. CONTINUOUS O.C. ON CENTER p PLATE
<br />d PENNY (NAILS) OPNG. OPENINC RGS. RIGIp GALVANIZED STEEL
<br />DBL. DOUBIE p/C PRECAST CONCRETE SCH. SCHEOULE
<br />DEPT. DEPARTMENT PCS PERSONAL COMMUNICATION SERVICES �HT, cHEET
<br />D.F. DOUGLAS FIR PLY. PLYWOOD SIb1. SIMILAR
<br />DIA. DIFMETER PPC POWER PROTECiION CABiNET SPEC. SPECIFiCAT�ON(S)
<br />DIAG. DIAGONAL PRC PRIMARY RADIO CABINET S0. SqUARE
<br />DIM. DIMENSION P.S.F. POUNDS PER SOUARE F00f 5.5. STNNLESS STEEL
<br />DWG. DRAWINC(S) P.5.1. POUNDS PER SOl1ARE INCH STD. STANDARD
<br />�YJL. DOWEL(5) P.T. PRESSURE TREATED STL. STEEL
<br />EA. EACH PWR. POWER (CABMET) STRUC. STRUCTURAL
<br />EL. ELEVATION OTY. OUANi1TY TEMP. 7EMPORARY
<br />ELEC. ELECTRICAL RAD.(R) RADIUS THK. THICK(NESS)
<br />ELEV. ELEVhTOR REF. REFEREYC[ T.N. TOE NAiL
<br />E41L E�_ECTRICAL METAi_UC TUBWG REINF. REWFORCEMENT(INC) T,O.A. TOP OF ANTENNA
<br />E.N. EDCE NAiL REO'D. RE�UIRED T.O.C. TOP OF CURB
<br />ENG. ENCiNEER
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